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RESOLUTION 26-069 RESOLUTION ADOPTING THE ALTERNATIVE URBAN AREAWIDE REVIEW FOR THE SPRING LAKE TOWNSHIP ORDERLY ANNEXATION AREA AND ADJACENT AREAS IN PRIOR LAKE (2025-06) Motion By: Braid Second By: Lake
WHEREAS, the City has entered into an updated Orderly Annexation Agreement with Spring Lake Township; and WHEREAS, the City has an adopted Comprehensive Plan that identifies growth and development in the orderly annexation area and adjacent areas of Prior Lake; and WHEREAS, the City recognizes the need to begin planning for development of the land in the orderly annexation areas and adjacent areas of Prior Lake; and
WHEREAS, the City determined that an environmental review is prudent to develop the orderly annexation area and adjacent areas in Prior Lake; and WHEREAS, Minnesota Rule Part 4410.3610 provides for a substitute form of environmental review known as the Alternative Urban Areawide Review (AUAR); and WHEREAS, an AUAR allows for environmental review of development and associated infrastructure in a particular geographic area within a jurisdiction if the local government unit as an adopted Comprehensive Plan; and WHEREAS, the City of Prior Lake is the Responsible Government Unit (RGU) pursuant to Minnesota Rules Part 4410.3610 Subp. 1; and WHEREAS, the study area is approximately 2,730 acres in the southwest corner of the city; and WHEREAS, two proposed development scenarios have been identified to evaluate as part of
the AUAR, each of which has varying amounts of residential, industrial, business park, and retail development; and WHEREAS, the City Council ordered the preparation of the AUAR on November 12, 2025; and WHEREAS, the draft AUAR was prepared and distributed per Minnesota Rules Part 4410.3610; and WHEREAS, comments received were considered and the AUAR was revised and distributed for a 10-day objection period; and WHEREAS, no objections were received.
M:\2- City Clerk\City Council\Resolutions\2026\26-069 Adopting the Prior Lake Annexation Area Alternative Urban Areawide Review.docx 2
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows:
1. The recitals set forth above are incorporated herein.
2. the City of Prior Lake adopts the Alternative Urban Areawide Review for the proposed study area including the Spring Lake Township Orderly Annexation Area and adjacent areas in the
City of Prior Lake. Passed and adopted by the Prior Lake City Council this 28th day of April 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☒ ☒ ☒ ☒
Nay ☐ ☐ ☐ ☐ ☐
Abstain ☐ ☐ ☐ ☐ ☐
Absent ☐ ☐ ☐ ☐ ☐
______________________________
Jason Wedel, City Manager
Cover Page Page i
FINAL ALTERNATIVE URBAN AREAWIDE REVIEW
PRIOR LAKE ANNEXATION AREA
For:
City of Prior Lake
March 2026
By:
March 2026
Table of Contents Page ii
TABLE OF CONTENTS
I. EXECUTIVE SUMMARY ........................................................................................................................ 1
Introduction / Background ....................................................................................................................... 1
II. SUMMARY OF MITIGATION MEASURES ............................................................................................ 2
Compatibility with Land Use Regulations Mitigation Plan ...................................................................... 2
Geology, Soils, and Topography Mitigation Plan ................................................................................... 2
Water, Wastewater, and Stormwater Mitigation Plan ............................................................................. 2
Contamination/Hazardous Materials/ Wastes Mitigation Plan ............................................................... 3
Fish, Wildlife, Plant Communities, and Sensitive Ecological Resources ............................................... 3
Historical properties Mitigation Plan ....................................................................................................... 4
Visual Impact Mitigation Plan ................................................................................................................. 4
Air Mitigation Plan ................................................................................................................................... 4
GHG Mitigation Plan ............................................................................................................................... 4
Noise Mitigation Plan .............................................................................................................................. 4
Transportation Mitigation Plan ................................................................................................................ 4
III. DRAFT AUAR ......................................................................................................................................... 5
Project Title ............................................................................................................................................. 5
Proposer ................................................................................................................................................. 5
RGU ........................................................................................................................................................ 5
Reason for Preparation .......................................................................................................................... 5
Project Location ...................................................................................................................................... 5
Description ............................................................................................................................................ 12
Climate Adaptation And Resilience ...................................................................................................... 13
Cover Types ......................................................................................................................................... 16
Permits and Approvals ......................................................................................................................... 19
Land Use .............................................................................................................................................. 21
Geology, Soils, and Topography .......................................................................................................... 26
Water Resources .................................................................................................................................. 29
Contamination/Hazardous Materials/Wastes ....................................................................................... 45
Fish, Wildlife, Plant Communities, and Sensitive Ecological Resources (Rare Features) ................... 49
Historical Properties ............................................................................................................................. 57
Visual .................................................................................................................................................... 58
Air 59
Greenhouse Gas (GHG) Emission/Carbon Footprint ........................................................................... 60
Noise ..................................................................................................................................................... 63
Transportation ....................................................................................................................................... 65
Cumulative Potential Effects ................................................................................................................. 78
Other Potential Environmental Effects.................................................................................................. 78
March 2026
Table of Contents Page iii
LIST OF TABLES
Table 1 – Overview of Development Scenarios. ........................................................................................... 1
Table 2 – Overview of Development Scenarios .......................................................................................... 12
Table 3 – Climate Considerations ............................................................................................................... 15
Table 4 – Overview of Existing and Proposed Cover Types ...................................................................... 17
Table 5 – Anticipated Permits and Approvals ............................................................................................. 19
Table 6 – Wastewater Flows – Scenario 1 (2040 Comprehensive Plan) ................................................... 33
Table 7 – Wastewater Flows – Scenario 2 ................................................................................................. 33
Table 8 – Annual Waste Load Allocation .................................................................................................... 38
Table 9 – AUAR Area TP Loads ................................................................................................................. 38
Table 10 – Water Demand – Scenario 1 (2040 Comprehensive Plan) ...................................................... 39
Table 11 – Water Demand - Scenario 2 ..................................................................................................... 39
Table 12 – Development Scenarios for GHG Analysis ............................................................................... 61
Table 13 – GHG Emissions Summary ........................................................................................................ 62
Table 14 – Scenario 1: Trip Generation ...................................................................................................... 69
Table 15 – Scenario 2: Trip Generation ...................................................................................................... 70
Table 16 – 2030-2050 No-Build Traffic Operations Summary .................................................................... 72
Table 17 – 2030-2050 Build Traffic Operations Summary: Scenario 1 ...................................................... 73
Table 18 – 2030-2050 Build Traffic Operations Summary - Scenario 1 with Intersection Mitigation ......... 75
Table 19 – 2030-2050 Build Traffic Operations Summary - Scenario 2 ..................................................... 75
Table 20 – 2030-2050 Build Traffic Operations Summary - Scenario 2 with Intersection Mitigation ......... 77
LIST OF FIGURES
Figure 1 – City Districts ................................................................................................................................. 7
Figure 2 – AUAR Study Area ........................................................................................................................ 8
Figure 3 – Project Location - USGS .............................................................................................................. 9
Figure 4 – Scenario 1 Proposed Land Use ................................................................................................. 10
Figure 5 – Scenario 2 Proposed Land Use ................................................................................................. 11
Figure 6 – Existing Cover Types ................................................................................................................. 18
Figure 7 – Parks and Trails ......................................................................................................................... 22
Figure 8 – Zoning ........................................................................................................................................ 25
Figure 9 – Highly Erodible Soils .................................................................................................................. 28
Figure 10 – Surface Water .......................................................................................................................... 31
Figure 11 – Existing and Proposed Wastewater System ............................................................................ 35
Figure 12 – Discharge Locations ................................................................................................................ 37
Figure 13 – Proposed Water Supply ........................................................................................................... 41
Figure 14 – MPCA/MDA What's In My Neighborhood Results ................................................................... 47
Figure 15 – Ecological Resources .............................................................................................................. 55
Figure 16 – Existing Transit Routes ............................................................................................................ 67
LIST OF APPENDICES
Appendix A: Tax Parcels
Appendix B: Soils
Appendix C: Wells
Appendix D: Well Logs
Appendix E: Stormwater Master Plan
Appendix F: Agency Coordination
Appendix G: Greenhouse Gas Analysis
Appendix H: Traffic Study Memorandum
March 2026
Table of Contents Page iv
Appendix I: Water System Studies
Appendix J: Agency Comments and Response Matrix
March 2026
Executive Summary Page 1
I. EXECUTIVE SUMMARY
INTRODUCTION / BACKGROUND
In 2025, the City of Prior Lake initiated a study for development of the southwest portion of Prior Lake
and the orderly annexation area within Spring Lake Township. The City determined that a study of the
development needs of the area would be practical to adequately prepare for development and help
developers understand how their projects fit into the overall public infrastructure plans and
environmental constraints of the Study Area. The city identified 2,730 acres as the Study Area, which
includes 2,019 acres of the Spring Lake Township orderly annexation area (Figure 1). The Study Area
is mostly comprised of agricultural and undeveloped land, with a Scott County maintenance building
and household hazardous waste facility in the southwest corner. There are rural single family homes
throughout the Study Area.
Minnesota Rule 4410 requires environmental review for certain types and sizes of projects, including
those which could be proposed within Study Area. To prepare this area for future development, and as
an alternative to required environmental review of individual developments, the City elected to prepare
an Alternative Urban Areawide Review (AUAR) for the Study Area so the city and future developers
can predict approval processes, potential impacts to both public infrastructure and the environment,
and mitigation needs for identified impacts. Impacts are assumed for full build of each development
scenario, whereas actual development will occur in phases over several years. The City ordered
preparation of an AUAR at their November 12, 2025 Council Meeting (Resolution 25-142). Two
development scenarios are being studied. Scenario 1 is consistent with the land uses in the existing
2040 Comprehensive Plan and Scenario 2 involves a higher density of residential development. Both
scenarios also include varying amounts of retail, business park, and industrial development (see Table
1).
Table 1 – Overview of Development Scenarios.
Land Use
Scenario 1 –
Comprehensive Plan
(acres)
Scenario 2
(acres)
Urban Low Density 1,780 1,485
Urban Medium Density 139 356
Urban High Density 0 42
Retail/General
Business 180 143
Planned Industrial 413 334
Business Park 0 152
Total 2,512 2,512
* Campbell Lake, existing rights of way, and the existing Spring Lake Ridge residential development total approximately 218
acres for both scenarios and do not contribute to the land use acres.
The draft AUAR was distributed and published on January 6, 2026 to the Environmental Quality
Board (EQB) Monitor for public comment and review pursuant to Minnesota Rule 4410.1500. The 30-
day comment period ended on February 5, 2026. The City of Prior Lake received comments from 10
agencies. Documentation of comments received on the draft AUAR and responses to those
comments are provided in Appendix J. Where applicable, the final AUAR has been updated based
on the comments received.
March 2026
Summary of Mitigation Measures Page 2
II. SUMMARY OF MITIGATION MEASURES
A summary of mitigation measures by AUAR section is provided below.
COMPATIBILITY WITH LAND USE REGULATIONS MITIGATION PLAN
10.1 Rezoning of Study Area to reflect new zoning districts.
10.2 Comprehensive Plan Amendment for Scenario 2 development.
10.3 Land use approval process for development under both Scenarios.
10.4 The City will coordinate with Metropolitan Council during Comprehensive Plan updates to
revise forecasts and TAZ allocations in accordance with the development Scenarios.
GEOLOGY, SOILS, AND TOPOGRAPHY MITIGATION PLAN
11.1 Obtain NPDES Construction Stormwater permit
11.2 Obtain Watershed District permits
11.3 Prepare SWPPP and Erosion and Sediment Control Plans for each development site.
11.4 Install and maintain erosion control BMPs throughout construction.
11.5 Complete geotechnical assessments to determine soil suitability.
WATER, WASTEWATER, AND STORMWATER MITIGATION PLAN
12.1 A wetland delineation will be required prior to development of each site, as it develops.
12.2
Stormwater will meet the City of Prior Lake, Prior Lake-Spring Lake Watershed District
(PLSLWD), Scott Watershed Management Organization (SWMO) and the National
Pollutant Discharge Elimination System (NPDES) stormwater permit requirements.
12.3 The stormwater management system will consist of ponding to meet stormwater
requirements along with water reuse or filtration if infiltration is not possible.
12.4
Temporary and permanent erosion and sediment control measures will be implemented
during the construction that meet the City of Prior Lake, PLSLWD, SWMO, and NPDES
permit requirements.
12.5 Depending on the final development layout, some sanitary sewers and watermains will
need to be reconfigured, reconstructed, or extended.
12.6 Groundwater wells will be properly sealed by a licensed contractor prior to development.
12.7 A chloride management plan will be implemented by each site developer, if required by
state and local rules.
12.8 Stormwater that is directed to on-site wetlands will be treated prior to discharge into the
wetlands.
12.9 If floodplain fill is required, provide floodplain mitigation onsite at a 1:1 ratio.
12.10
Wastewater capacity in Metropolitan Council Environmental Services (MCES) Interceptor
4-SL-534 should be verified with MCES prior to the Sanitary Sewer Extension Permit
application, and any billing adjustments for that unmetered service area should be
coordinated with MCES and the City of Prior Lake as development progresses.
12.11
Complete feasibility studies and construct three (3) new wells in Prior Lake and SMSC,
additional treatment capacity in Prior Lake and SMSC, and a 1.5 MG water tower. The
SMSC will be consulted regarding the construction of new wells.
12.12 Underground utilities through wetlands will be installed via directional boring to the extent
practicable.
March 2026
Summary of Mitigation Measures Page 3
12.13 Developments with a higher probability of potential contaminant resources, such as
chemical storage tanks, will be prioritized for areas outside of the DWSMA.
12.14 Developments which disturb more than 50 acres and drain to an impaired water must
submit a SWPPP to the MPCA 30 days prior to construction.
12.15 If any segments of sanitary sewer extension have a proposed design flow of 2,000,000
gallons per day, the need for environmental review will be coordinated with the MPCA.
12.16 The City will consult with the Source Water Protection Unit at MDH to locate the public
supply well within the Study Area.
CONTAMINATION/HAZARDOUS MATERIALS/ WASTES MITIGATION PLAN
13.1 If building demolition occurs and involves removal of regulated wastes, waste will be
hauled to a facility licensed to handle such waste.
13.2 If building demolition occurs, MPCA and MDH notifications will be prepared, as
necessary.
13.3 A Response Action Plan will be prepared by developers during site planning to mitigate
the potential for encountering contamination.
13.4
Construction-related waste will be recycled or disposed of in approved facilities, as
appropriate. Toxic or hazardous substances used during project construction or
operations (i.e., petroleum products, hydraulic fluid, and other chemical products) will be
stored and disposed of following local and state guidelines.
13.5
Recycling for residential units and commercial buildings in the Study Area will be in
accordance with the 2016 Recycling Law (Minnesota Statutes Chapter 115A, Section
115A.151 and Section 115A.552), and City Leg. Code § 357.09 that requires source
separation and curbside pick-up within the City.
FISH, WILDLIFE, PLANT COMMUNITIES, AND SENSITIVE ECOLOGICAL
RESOURCES
14.1 Follow current USFWS guidelines for tree removal to avoid impacts to NLEB and
Tricolored Bat. Tree removal should be avoided from June 1 through August 15.
14.2
Follow current MN DNR guidelines for Blanding’s turtles, including avoiding impacts to
shallow marsh and shallow water wetlands between September 15 and April 15, if these
areas are suitable for turtle hibernation. If mitigation measures are not feasible, project-
specific avoidance plans will need to be implemented to ensure compliance.
14.3
Follow current MN DNR guidance for Trumpeter swans, including avoiding construction
activities near suitable nesting habitat during nesting season, from late April through
early June.
14.4 Reseed disturbed areas with native grass and forb species to comply with RPBB MN
DNR guidance.
14.5 Plant native, weed-free, species in re-vegetated areas where deemed appropriate
through development review.
14.6 Incorporate pollinator species into landscaped planting areas, where deemed
appropriate through development review.
14.7 Utilize wildlife-friendly erosion control BMPs to avoid entanglement, where deemed
appropriate through development review.
14.8 Incorporate construction practices that minimize the spread of invasive species, including
inspecting construction equipment prior to moving between sites.
14.9 Avoid tree clearing during the NLEB and migratory bird nesting seasons.
14.10
Coordinate with DNR and/or USFWS as development occurs, to determine needs for
additional avoidance and mitigation measures.
March 2026
Summary of Mitigation Measures Page 4
HISTORICAL PROPERTIES MITIGATION PLAN
15.1 Coordination with SHPO, OSA, and MIAC as development occurs.
VISUAL IMPACT MITIGATION PLAN
16.1
A lighting and photometric plan will be developed and submitted to the City of Prior Lake
for multi-family, commercial and industrial developments during the site planning review
and approval stage.
AIR MITIGATION PLAN
17.1 During construction, dust emissions will be controlled by watering, sprinkling, or calcium
chloride applications, as necessary.
17.2 During construction, contractors will maintain streets, alleys, sidewalks, and other public
spaces adjacent to construction activities to keep them free from dust, litter, and other
debris in accordance with Prior Lake City Ordinance.
GHG MITIGATION PLAN
18.1 Developers will consider design strategies and sustainability measures that could reduce
emissions.
18.2
A GHG Impact Assessment will be completed during design if TH 13 and TH 282
expansion and/or grade-separated interchange projects occur. The lead transportation
agency will complete this assessment during design using MnDOT’s guidance: How to
assess project impacts and offset (PDF), or current guidance available at the time of
development.
NOISE MITIGATION PLAN
19.1
Construction activities will be conducted in compliance with the City of Prior Lake noise
ordinances to minimize noise levels and disturbances, and construction activities will
cease from 7:00 pm to 7:00 am Monday through Saturdays, and from 7:00 pm to 8:00 am
on Sundays and legal holidays.
19.2 The Study Area will be constructed so that noise sensitive areas (i.e., residential units)
will have sufficient setbacks from noise sources to limit noise disturbances.
TRANSPORTATION MITIGATION PLAN
20.1 Implement intersection improvements outlined in traffic study at:
• Baseline Avenue & 160th Street
• Marschall Road & 160th Street
• Baseline Avenue & 170th Street
• Marschall Road & 170th Street/Shoreline Boulevard
• TH 282 & Baseline Avenue
• TH 13 & Vergus Avenue
• TH 13/TH 282 & Marschall Road
20.2 Construct trail and sidewalk connections within the Study Area and to the surrounding
network.
20.3 Traffic studies will be updated, as needed, as development progresses.
20.4 Lead transportation agency will prepare a Level 1 layout and coordinate with MnDOT’s
Geometric Design Support Unit (GDSU) and Metro District Design as concepts/layouts of
the proposed grade separation at TH 282 and TH 13 are developed.
March 2026
Final AUAR Page 5
III. DRAFT AUAR
PROJECT TITLE
Prior Lake Annexation Area
PROPOSER
Proposer: City of Prior Lake
Contact Person: Casey McCabe
Title: Community Development Director
Address: 4646 Dakota Street SE
City, Sate, Zip: Prior Lake, MN 55372
Phone: 952.447.9815
Email: cmccabe@priorlakemn.gov
RGU
RGU: City of Prior Lake
Contact Person: Jason Wedel
Title: City Manager
Address: 4646 Dakota Street SE
City, Sate, Zip: Prior Lake, MN 55372
Phone: 952.447.9801
Email: jwedel@priorlakemn.gov
REASON FOR PREPARATION
The Alternative Urban Areawide Review (AUAR) process provides local governments with the
opportunity to evaluate how differing land use scenarios may impact resources within an area
where development is anticipated, and outlines measures to manage and mitigate for those
impacts. It allows for environmental analysis before major development occurs, helping guide
local planning and zoning decision. The AUAR also serves as an alternative environmental
review document, satisfying Minnesota Rule 4410 for development which aligns with the studied
scenarios.
PROJECT LOCATION
County: Scott
City/Township: City of Prior Lake
PLS Location (Section, Township, Range): 4, 5, 6, 7, 8, 17, 18, T114N, R22W
Watershed (81 major watershed scale): Minnesota River - Shakopee
GPS Coordinates: X: - 93.301261, Y: 44.415460
Tax Parcel Number(s): See Appendix A.
Each of the following are included in the AUAR:
• Figure 1 – City Districts
• Figure 2 – AUAR Study Area
• Figure 3 – Project Location – USGS
• Figure 4 – Scenario 1 Proposed Land Use
• Figure 5 – Scenario 2 Proposed Land Use
• Figure 6 – Existing Cover Types
• Figure 7 – Parks and Trails
• Figure 8 – Zoning
• Figure 9 – Highly Erodible Soils
• Figure 10 – Surface Water
• Figure 11 – Existing Wastewater System
March 2026
Final AUAR Page 6
• Figure 12 – Discharge Locations
• Figure 13 – Water Supply
• Figure 14 – MPCA/MDA What’s In My Neighborhood Results
• Figure 15 – Ecological Resources
• Figure 16 – Existing Transit Routes
March 2026
Final AUAR Page 7
Figure 1 – City Districts
March 2026
Final AUAR Page 8
Figure 2 – AUAR Study Area
March 2026
Final AUAR Page 9
Figure 3 – Project Location - USGS
March 2026
Final AUAR Page 10
Figure 4 – Scenario 1 Proposed Land Use
March 2026
Final AUAR Page 11
Figure 5 – Scenario 2 Proposed Land Use
March 2026
Final AUAR Page 12
DESCRIPTION
In 2024, the City of Prior Lake and Spring Lake Township entered into an Orderly Annexation
Agreement (OAA) for areas south and west of the City (Figure 1). The purpose of the OAA is to
outline transfer of parcels from the Township to the City and how City services will be extended
as development expands into that area. Annexation can be initiated by a property owner, the City,
or Spring Lake Township per the conditions outlined in the OAA. Development will occur in
phases throughout the Study Area, anticipated over the next 20 – 30 years. The existing land use
within the OAA area is primarily agricultural. The Scott County household hazardous waste facility
and County maintenance building and various rural residences also occur. The surrounding area
consists of additional agricultural land and low density residential areas.
The AUAR Study Area consists of 2,730 acres of land, including areas within Prior Lake city limits
and land within the Spring Lake Township OAA (Figure 2). The Study Area is bounded by the City
of Shakopee to the north, Sand Creek Township to the west, Spring Lake Township to the south,
Louisville Township to the northwest, and the City of Prior Lake to the east (Figure 1). Shakopee
Mdewakanton Sioux Community (SMSC) also owns various parcels within and adjacent to the
Study Area.
The City anticipates development within the Study Area will be a combination of residential,
industrial, and retail/general business land uses. Two development scenarios have been
evaluated in this AUAR (Table 2). Scenario 1 is consistent with the land uses in the existing 2040
Comprehensive Plan1 and Scenario 2 involves a higher density of residential development. Both
scenarios also include varying amounts of retail, business park, and industrial development.
Scenario 1 is consistent with the existing 2040 Comprehensive Plan. It includes urban low
density, urban medium density, retail/general business, and planned industrial developments.
Scenario 2 involves a higher density of residential development, including urban low density,
urban medium density, urban high density, retail/general business, planned industrial, and
business park developments.
The proposed densities for each scenario are summarized in Table 2. The anticipated number of
units for residential developments are assumed based on the maximum allowable unit densities
as outlined in the City ordinances for each land use designation. Throughout the AUAR
document, impact assumptions are based on either the maximum densities or anticipated
development density as based on typical development within Prior Lake. The assumptions used
are noted throughout the document.
Table 2 – Overview of Development Scenarios
Land Use
Scenario 1 –
Comprehensive Plan
Scenario 2
Acres
Units/FAR Acres
Units/FAR
Urban Low Density 1,780 6,942 units 1,485 5,792 units
Urban Medium
Density 139 1,098 units 356 2,812 units
Urban High
Density 0 0 units 42 1,256 units
1 2040 Comprehensive Plan
March 2026
Final AUAR Page 13
Retail/General
Business 180 0.25 143 0.25
Planned Industrial 413 0.25 334 0.25
Business Park 0 0.25 152 0.25
Total 2,512 --- 2,512 ---
* Campbell Lake, existing rights of way, and the existing Spring Lake Ridge residential development total approximately 218 acres for both
scenarios and do not contribute to the land use acres.
Improvements to infrastructure within the Study Area will serve the needs of the proposed
developments in all scenarios. As development occurs, sewer and water will be extended to
development parcels, stormwater best management practices (BMPs) will be constructed, and
traffic improvements will be completed. As noted in the OAA, annexation will not be allowed to
create islands of Township parcels surrounded by City parcels. Development within the Study
Area will be driven by market conditions and will occur in phases. While the AUAR evaluates the
impacts from development upon full build out, actual development within the Study Area will be
phased over the next 20-30 years. This AUAR will be updated periodically to reflect current
development within the Study Area as well as any changes to resources, development rules,
and/or land use assumptions.
Either of the development scenarios will require modifications to utility services (i.e., water,
sanitary sewer, electric, gas, and telecommunications). Future developers will work with the City
of Prior Lake to construct the public utilities for the proposed actions. All utilities will be
constructed underground per Prior Lake ordinances. Stormwater management will be developed
to manage run-off and treatment (please see Section 11).
Improvements to infrastructure or new infrastructure will be consistent with City of Prior Lake
requirements and all applicable standards which are in place at the time of development. New
infrastructure construction may include new stormwater piping, stormwater basins, public
roadways, trails, and sidewalks and extension of watermain and sanitary sewer.
In either scenario, the goal is to reduce the carbon footprint of the development, provide
responsible material and waste stream management, and create effective, integrated, and visible
stormwater treatment. Development plans will be evaluated to reduce as much as practicable the
carbon footprint of the new development.
CLIMATE ADAPTATION AND RESILIENCE
For the general project location, trends in precipitation, temperature, flood risk, and cooling
degree days have been analyzed and described below. Some of the climate projections
summarized below use Representative Concentration Pathways (RCPs), which are greenhouse
gas concentration scenarios used by the Intergovernmental Panel on Climate Change.2
Precipitation
According to the Minnesota Climate Explorer, the historic average precipitation level in Scott
County between 2000 and 2024 was 31.49 inches with the lowest range in 2003 (21.78 inches)
and the highest average in 2019 (42.39 inches).3 Average annual precipitation in Scott County
2 RCP 4.5 is an intermediate scenario in which emissions decline after peaking around 2040, and RCP 8.5 is a worst-case scenario in which emissions continue to rise through
the 21st century. Climate Explorer Metadata available at: https://www.dnr.state.mn.us/climate/climate-explorer-metadata.html 3 Available at: https://arcgis.dnr.state.mn.us/climateexplorer/main/historical
March 2026
Final AUAR Page 14
from 2040-2059 is projected to be 31.67 inches under RCP 4.5. From 2080-2099, average annual
precipitation is projected to be 32.07 inches under RCP 4.5 and 34.49 inches under RCP 8.5.
Temperature
According to the Minnesota Climate Explorer, the historic average temperature in Scott County
between 2000 and 2024 was approximately 45.98°F with the lowest average in 2014 (42.26°F)
and the highest average in 2012 (49.44°F). The average annual temperature in Scott County is
projected to increase to 48.59°F from 2040 to 2059 under RCP 4.5 (intermediate emissions
pathway). In 2080-2099, average annual temperature is projected to further increase to 51.02°F
and 54.76°F under RCP 4.5 and 8.5 (high emissions pathway), respectively.
Urban Heat Island
Surfaces and structures such as roads, parking lots, and buildings absorb and re-emit more heat
from the sun than natural landscapes. This can significantly raise air temperature and overall
extreme heat vulnerability in urban areas where there are dense concentrations of these
surfaces. This is referred to as urban heat island effect. According to the Metropolitan Council’s
Extreme Heat Map Tool, the majority of the AUAR Study Area is located in an area of low heat
vulnerability.4
Flood Risk
Climate change can exacerbate the frequency and intensity of extreme rainfall events and
associated flooding in some locations. According to Flood Factor, a tool that identifies a
property’s risk of flooding, properties within Scott County have a minor risk of flooding despite
increases in extreme rainfall events.5
Cooling Degree Days
Degree days are based on the assumption that when the outside temperature is 65°F, heating or
cooling is not needed to be comfortable, as defined by the National Weather Service. Degree
days are the difference between the daily temperature mean and 65°F. If the temperature mean
is above 65°F, 65 is subtracted from the mean and the result is the cooling degree days. For
example, if the mean temperature over a 24-hour period is 70°F, then there have been 5 cooling
degree days.6 Cooling degree days are used as a proxy to estimate cooling needs for buildings.
According to Heat Vulnerability in Minnesota, the number of cooling days in 2019 for Scott County
was 446. The number of cooling days in 2050 for Scott County is projected to be 520 and 673 for
RCP 4.5 and 8.5, respectively.7
The table below describes how each development scenario will interact with climate trends
and potential adaptations to address the effects identified (Table 3).
4 Available at: https://metrocouncil.org/Communities/Planning/Local-Planning-Assistance/CVA/Tools-Resources.aspx 5 Available at: https://firststreet.org/county/scott-county-mn/27139_fsid/flood 6 Available at: https://www.weather.gov/key/climate_heat_cool 7 Available at: https://maps.umn.edu/climatehealthtool/heat_app/
March 2026
Final AUAR Page 15
Table 3 – Climate Considerations
Resource
Category
Climate
Considerations
Project Information
Climate Change Risks and
Vulnerabilities
Adaptations
Project Design Aspects of building
architecture/materials
choices and site design
may impact urban heat
island conditions in the
surrounding area,
including changing
climate zones,
temperature trends, and
potential for extended
heat waves.
In the coming decades, the
location of the Study Area
is anticipated to
experience:
• Increased annual
precipitation and more
frequent heavy rainfall
events
• Increased annual
temperatures
• Increased freeze thaw
cycles
• Medium urban heat
island effect
• Buildings could be
constructed with
rooftop-ready
infrastructure for green
roof or solar power
generation
• Building shells could be
energy efficient
• Proposed climate
smart tree plantings
and landscaping will
reduce runoff and
mitigate urban heat
island effect
Land Use No critical facilities (i.e.,
facilities necessary for
public health and
safety, those storing
hazardous materials, or
those with housing
occupants who may be
insufficiently mobile)
are proposed.
Portions of the proposed
development may
experience flooding during
extreme rain events.
• Design of the site and
stormwater
management facilities
will be completed to
reduce the risk of
flooding in the AUAR
Study Area.
• Buildings will be set at
elevations to maintain
clearance above flood
elevations per Prior Lake
City code.
• Infiltration areas may be
used and would improve
water quality and
stormwater runoff in the
project vicinity.
Water
Resources
Current Minnesota
climate trends and
anticipated climate
change in the general
location of the project
may influence water
resources.
Water resources in the
general project area may
become warmer, more
polluted, and change in
volume due to increased
temperatures and runoff.
There may be more
evaporation and water
available when it rains
leading to an increase in the
flood potential. It is
• Developer will consider
using native plants and
perennials for
landscaping and
stormwater features will
absorb water and
reduce the water
demand for irrigation. • Stormwater BMPs will
be designed to weather
a 100-year storm event
March 2026
Final AUAR Page 16
projected that there will be
more severe storm events
with high, intense rain
amounts which will require
drainage systems to be
adequately maintained to
accommodate for the
increase in water volume.
in accordance with City/
Watershed
requirements as the
property is developed.
Contamination
/ Hazardous
Materials/Was
tes
Current Minnesota
climate trends and
anticipated climate
change in the general
location of the project
may influence the
potential environmental
effects of
generation/use/storage
of hazardous waste and
materials.
The proposed development
is not anticipated to
generate hazardous waste
or materials.
The proposed increase in
roadways within the Study
Area may increase the
likelihood of chloride
contamination to nearby
wetlands and lakes from the
use of salt during the winter
months.
• Developers will follow
the City’s Public Works
Design Manual that
outlines wetland buffer
requirements.
• The City will continue to
utilize a brine mixture
on roadways that is
more environmentally
and cost-effective than
traditional rock salt.
Fish, wildlife,
plant
communities,
and sensitive
ecological
resources
(rare
features)
Current Minnesota
climate trends and
anticipated climate
change in the general
location of the
project may influence
the local species and
suitable habitat.
Suitable habitat for
species may become
unsuitable due to land
use changes, increased
temperature, and runoff.
• Developers will
identify areas for
revegetation in site
plans and native
plantings in these
areas will provide
suitable habitat for
small mammals,
insects, and bird
species that
currently utilize the
existing developed
area.
• Coordinate with
DNR and/or USFWS
as development
occurs, to
determine needs for
additional
avoidance and
mitigation
measures.
COVER TYPES
The Study Area encompasses approximately 2,730 acres. The existing (Figure 6) and proposed
land cover types and their respective acreages are provided in
March 2026
Final AUAR Page 17
Table 4. In general, development within the Study Area is expected to primarily convert
agricultural lands to other land uses, which will include areas of impervious as well as
lawns/landscaping and stormwater management areas. The extension of public roads and utilities
within the Study Area is anticipated to impact wetlands. Individual developments may also impact
these resources and will be required to undergo individual avoidance and minimization efforts
during the plan review process.
Table 4 – Overview of Existing and Proposed Cover Types
Cover Type
Existing
Conditions
(acres)
Scenario 1 –
Comprehensive
Plan (acres)
Scenario 2
(acres)
Wetlands and
Shallow Lakes (<2
meters deep)
427 382 382
Deep Lakes (>2
meters deep) 74 74 74
Wooded/Forest 257 148 143
Brush/Grassland 313 153 144
Cropland 1477 0 0
Lawn/Landscaping 121 639 554
Impervious
Surface 54 1220 1309
Stormwater Pond 7 114 124
Total 2730 2730 2730
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Figure 6 – Existing Cover Types
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PERMITS AND APPROVALS
The anticipated government permits and approvals required for development within the Study
Area are provided in Table 5. These permits and approvals may apply to either Scenario and can
be used as a starting point for developers and the City to identify review and approval needs. In
addition to the agencies outlined below, the SMSC also owns land within and adjacent to the
Study Area. Development within or adjacent to SMSC properties will also require consultation
with SMSC.
Table 5 – Anticipated Permits and Approvals
Unit of Government Type of Application Status
Federal
US Army Corps of
Engineers
Section 404 Permit To be applied for
Wetland delineation concurrence To be applied for
State
MN Department of
Transportation
Right-of-Way Permit To be applied for
Metro Area Permits To be applied for
MN Pollution Control
Agency
National Pollutant Discharge
Elimination System (NPDES)
Construction Stormwater Permit
To be applied for
Sanitary Sewer Permit To be applied for
Section 401 Water Quality
Certification Permit
To be applied for, if
Section 404 permit is
needed
MN Department of
Natural Resources
Temporary Water Appropriation
General Permit
(Permit No. 1997-0005)
To be applied for, if
needed
Public Waters Permit To be applied for, if
needed
Utility Crossing License To be applied for, if
needed
Water Appropriation Permit To be applied for, if
needed
MN Department of
Health
Well sealing / abandonment permit To be applied for
Watermain plan review To be applied for
Asbestos abatement/removal To be applied for, if
needed
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Final AUAR Page 20
Regional/ County/ Local
Scott County Highway Permits To be applied for
City of Prior Lake
Alternative Urban Areawide Review In process
Annexation To be applied for
Comprehensive Plan Amendment To be applied for, as
needed
Zoning Amendment To be applied for, as
needed
Site plan review To be applied for
Rezoning and other required land
use applications as may be required To be applied for
Preliminary and final plat approvals To be applied for
Development agreements To be applied for
Mechanical, Plumbing, Sewer and
Water Permit To be applied for
Excavation and Grading Permits To be applied for
Driveway Permit To be applied for
Right-of-Way Permit To be applied for
Certificate of Occupancy To be applied for
Building Permit To be applied for
Permit for construction of public
improvements To be applied for
Right-of-way excavation and
obstruction permits To be applied for
Sanitary sewer utility connection
permits To be applied for
Storm sewer connection permit To be applied for
Wetland Conservation Act approval To be applied for
Scott County Watershed
Management
Organization
Plan review To be submitted
Prior Lake Spring Lake
Watershed District
Permit for stormwater management,
erosion and sediment control,
drainage, etc.
To be applied for
Metropolitan Council
Environmental Service
Sanitary Sewer Extension Permit To be applied for
Standard Industrial Discharge
Permits To be applied for
Preliminary Interchange Approval
Process – Imagine 2050 To be applied for
March 2026
Final AUAR Page 21
LAND USE
a. Existing and Planned Land Uses and Zoning
Existing land use of the site as well as areas adjacent to and near the site, including parks,
trails, prime or unique farmlands.
The existing land use in the Study Area is primarily agricultural with some single-family, rural,
residential homes scattered throughout the Study Area. The Scott County Hazardous Waste Facility
and County Highway Department is in the southwest corner of the Study Area. Major roadways that
serve the site include Trunk Highway (TH) 282, TH 13, County Road (CR) 17, and CR 12. County
Road 79 also borders the Study Area on the west.
Existing land uses to the north, in Shakopee, include agricultural, rural residential, and light industrial.
To the west, in Sand Creek Township, existing land uses include transitional agricultural. Land uses
to the south, in Spring Lake Township, consist of agricultural and rural residential. Land use to the
east, within Prior Lake, consists of rural and low density residential.
Parks near the Study Area include Howard Lake Park and Spring Lake Regional Park (Figure 7).
Howard Lake Park is a neighborhood park located approximately 0.04 miles east of the Study Area
that includes ball fields and a playground. Spring Lake Regional Park is a 374-acre park managed by
Three Rivers Park District and is located approximately 0.23 miles to the east of the Study Area. This
park offers a variety of recreational amenities including trails for hiking and biking, snowmobiling, and
an off-leash dog park. Trails and sidewalks are also located near the Study Area (Figure 7). The
Spring Lake Regional Trail is located in the eastern portion of the Study Area and connects to the
Spring Lake Regional Park to the east.
According to the NRCS Web Soil Survey, approximately 2,422 acres within the Study Area are
classified as prime farmlands or farmlands of statewide importance.
March 2026
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Figure 7 – Parks and Trails
March 2026
Final AUAR Page 23
Planned land use. Describe planned land use as identified in comprehensive plan (if
available) and any other applicable plan for land use, water, or resources management by a
local, regional, state, or federal agency.
Within the Study Area, all planning and land use decisions are delegated to the City. The City’s
2040 Comprehensive Plan outlines development within the Study Area consistent with Scenario 1.
This includes low and medium density residential, industrial, and retail/business park land uses.
Scenario 2 provides additional housing within the Study Area and was developed based on an
increased density goal by Metropolitan Council. This scenario includes more medium density
residential, high density residential, and retail/general business use compared to Scenario 1.
Either scenario would allow for development as described below:
Urban Low Density Residential developments could consist of single-family detached units
(between 2.5 - 3.9 units/acre), schools, churches, public buildings, and parks/open spaces. Planned
Unit Developments would also be allowed within this land use area.
Urban Medium Density Residential developments could include single-family attached or detached
units, schools, churches, public buildings and parks/open spaces. Planned Unit Developments
would also be allowed within this land use. Unit density within this land use category is expected to
range between 4.0 to 7.9 units/acre.
Urban High Density Residential developments would likely consist of attached residential units and
multifamily buildings. The Comprehensive Plan describes two designations of High Density
Residential (R-HDL and R-HDH). Within the Study Area, the city anticipates high density residential
development would be consistent with the R-HDL designation, with densities ranging from 8.0 –
29.9 units/acre. Development of this type would likely consist of 1- to 4-story multifamily buildings.
Retail General Business development within the Study Area is anticipated to include commercial
developments such as restaurants, medical/dental offices, daycares, salons, gas stations, and strip
retail uses. While a Floor Area Ratio (FAR) of 0.5 is allowed, actual development is expected have
a FAR of 0.25, which is representative of other similar retail general business land uses in the City.
Business and Office Park development is primarily associated with professional and administrative
office buildings and some research, development, and manufacturing uses. Similar to Retail
General Business, while a FAR of 0.5 is allowed the City anticipates development within the Study
Area to have a FAR of 0.25, consistent with similar uses in the City.
Planned Industrial development is expected to consist of indoor manufacturing, storage,
warehousing, and distribution facilities. The 2040 Comprehensive Plan allows for a FAR of 1.0;
however, based on similar uses within the City, a FAR of 0.25 is expected within the Study Area.
As the City updates its Comprehensive Plan, coordination with Metropolitan Council will include
revising forecasts and TAZ allocations in accordance with the development Scenarios.
There are five park search areas currently identified within the Study Area. These include four
neighborhood parks and a community park. Neighborhood parks are typically between 5 – 8 acres
and are located within 0.5-mile of residential areas. Community parks are typically larger (30 to 50
acres) and are intended to meet recreational needs for larger community areas. The Park Search
Areas identified on Figure 7 represent approximate locations for future parks, though actual
locations will be determined based on development agreements and future park planning efforts.
The County’s 2040 Comprehensive Plan8 also identifies a search area through the Study Area for
future extension of the Spring Lake Regional Trail.
8 Scott County 2040 Comprehensive Plan
March 2026
Final AUAR Page 24
Development in the Study Area will conform with the City’s stormwater management program as
well as the Prior Lake Spring Lake Watershed District and Scott Watershed Management
Organization (SWMO) plans and policies. These are further described in the Water Resources
section. Coordination with Scott County and the Three Rivers Park District may also be necessary
prior to development.
Zoning, including special districts or overlays such as shoreland, floodplain, wild and
scenic rivers, critical area, agricultural preserves, etc.
The City of Prior Lake has zoning authority within the Study Area, though the OAA area is currently
zoned by Scott County. Scott County’s current zoning includes Urban Expansion Reserve (UER) in
the northeast, southeast, northwest, and central portions of the Study Area, and Urban Business
Reserve (UBR) and Rural Industrial (I-1) in the southwest. Portions of the Study Area in the City of
Prior Lake are currently zoned Low Density Residential (R-1) and Agricultural (A) in the northeast
and Planned Unit Development (PUD) along the west side of Spring Lake (Figure 8). Spring Lake,
Howard Lake and Campbell Lake are all subject to Shoreland zoning, which extends 1,000 feet
from the ordinary high water elevations of both lakes. Development within the Shoreland zoning
district is subject to additional requirements as outlined by Prior Lake city code.
Scott County zoned parcels outside of the Study Area include Transition Reserve (TR) to the
northwest and south, UER to the southeast, UBR to the south, and Agricultural Preservation (A-1)
to the west. The City of Prior Lake zoned parcels outside of the Study Area include A to the
northeast and east, R-1 to the east, and PUD to the east. TheSMSC owns land to the north,
northeast, northwest, and west portions of the Study Area. The City of Shakopee has parcels north
of the Study Area zoned Agricultural (AG) and Rural Residential (RR).
There are several FEMA Flood Hazard Zones within the Study Area (Figure 10). These include
areas around Campbell Lake, Spring Lake, Howard Lake, and along various unnamed streams
northwest of Campbell Lake, south of 170th Street E, and east of CH 79 and along County Ditch 13.
There are no wild and scenic rivers or other critical areas located in or near the Study Area.
Upon development, it is likely that parcels will need to be rezoned to reflect new zoning districts
established for this area.
March 2026
Final AUAR Page 25
Figure 8 – Zoning
March 2026
Final AUAR Page 26
b. Compatibility with Plans
Scenario 1 is in conformance with the current 2040 Comprehensive Plan. Scenario 2 represents
more dense development. Developments under Scenario 2 may require an amendment to the
Comprehensive Plan.
The City of Shakopee has parcels north of the Study Area zoned as Rural Residential and
Agricultural Preservation. The City of Prior Lake has parcels northeast of the Study Area zoned
as Planned Use Development, Low Density Residential, and Agricultural. Spring Lake Township
borders the south and southeast boundary of the Study Area. Sand Creek Township borders the
west side of the Study Area, and Louisville Township borders the northwest corner of the Study
Area. The SMSC owns parcels located within and adjacent to the Study Area (Figure 8). The
proposed land uses in both scenarios are compatible with the adjacent land uses.
c. Measures to Mitigate Incompatibility
Any zoning inconsistencies and mitigation measures for any of the development scenarios will be
addressed through the City’s land use approval process. Proposed project plans will address
relevant mitigation measures before final approval by the City.
Item No. Mitigation Description
10.1 Rezoning of Study Area to reflect new zoning districts.
10.2 Comprehensive Plan Amendment for Scenario 2 development.
10.3 Land use approval process for development under both Scenarios.
10.4
The City will coordinate with Metropolitan Council during Comprehensive Plan updates to
revise forecasts and TAZ allocations in accordance with the development Scenarios.
GEOLOGY, SOILS, AND TOPOGRAPHY
a. Geology: Describe the geology underlying the project area and identify and map any
susceptible geologic features such as sinkholes, shallow limestone formations,
unconfined/shallow aquifers, or karst conditions. Discuss any limitations of these
features for the project and any effects the project could have on these features. Identify
any project designs or mitigation measures to address effects to geologic features.
Information from the Scott County Geologic Atlas, the Scott County Soil Survey, and the
Minnesota Well Index were used for this analysis.
According to the 2018 Minnesota Geologic Survey maps, the AUAR Study Area lies above
Paleozoic bedrock, and the bedrock formation generally lies within the upper Cambrian and lower
Ordovician systems. The bedrock depth varies at the site between 101 and greater than 200 feet
below grade and consists of the Prairie du Chien Group to the northeast and southwest, Jordan
Sandstone in the northeast, St. Lawrence formation in the northeast and west, Franconia
formation in the north, central, south, and southeast, Eau Claire Formation in the west, and the
Galesville and Ironton Sandstone in the central and southeast sections of the Study Area. The
Prairie du Chien Group consists of medium to thick sandy dolomite with thin beds of quartzose
sandstone. The Jordan Sandstone consists of fine to coarse grained, poorly cemented quartzose
March 2026
Final AUAR Page 27
sandstone. The St. Lawrence Formation consists of silty dolomite interbedded with siltstone, soft
shale, and very fine grained quartzose sandstone. The Franconia Formation consists of very fine
grained glauconitic quartzose sandstone and shale. The Eau Claire Formation consists of
interbedded siltstone, mudstone, and shale with scattered beds of very fine grained quartzose
sandstone. The Galesville and Ironton Sandstone consists of fine to very coarse grained
quartzose sandstone with thin beds of soft shale.
There are no known sinkholes, unconfined/shallow aquifers, or karst conditions located within the
Study Area.
b. Soils and Topography: Describe the soils on the site, giving NRCS (SCS) classifications
and descriptions, including limitations of soils. Describe topography, any special site
conditions relating to erosion potential, soil stability, or other soil limitations, such as
steep slopes or highly permeable soils. Provide estimated volume and acreage of soil
excavation and/or grading. Discuss impacts from project activities (distinguish between
construction and operational activities) related to soils and topography. Identify measures
during and after project construction to address soil limitations including stabilization,
soil corrections, or other measures. Erosion/sedimentation control related to stormwater
runoff should be addressed in response to Item 11.b.ii.
The site soil information was retrieved from the U.S. Department of Agriculture Web Soil Survey
database. According to the Web soil survey, the Study Area is comprised of 38 different soil types
with textures ranging from silt loam to muck (Appendix B). The hydric soils rating indicates that
the majority (60.1 percent) of the Study Area is comprised of non-hydric or predominantly non-
hydric soils and the remaining (39.9 percent) soils are all hydric and predominantly hydric soils.
The K-factor indicates that the Study Area is almost entirely comprised of moderately erodible
soils, meaning that moderate erosion is likely. The erosion hazard rating indicates that the Study
Area is comprised of 12 highly erodible soils, 6 potential highly erodible soils, and 20 non-highly
erodible soils, meaning that erosion is likely and erosion-control measures will be needed (Figure
9).
In addition to mitigation measures to address erodibility, some soil types within the Study Area
may require excavation of poor soils or soil amendments to allow construction of buildings and
other features. As development progresses through the Study Area, developers may need to
complete geotechnical assessments to determine soil suitability. The amount of earth moving
required for each development project would be based on the results of those studies.
March 2026
Final AUAR Page 28
Figure 9 – Highly Erodible Soils
March 2026
Final AUAR Page 29
The existing topography within the Study Area is generally flat, varying from approximately 910
feet above mean sea level in the central portion of the area to 990 feet above mean sea level in
the northwestern portion of the site. The southeastern portion of the Study Area drains to Spring
Lake. The eastern portion of the Study Area drains to Campbell and Howard Lakes, while the
western portion drains to ditches and wetlands.
The proposed developments within the Study Area will be required to adhere to the Prior Lake
Spring Lake Watershed District, Scott County Watershed Management Organization, and the City
of Prior Lake’s erosion and sediment control standards. Erosion control will be in place prior to
construction on each development site and will include a variety of erosion control best
management practices. Any development that exceeds 1 acre of disturbance will require an
NPDES Construction Stormwater Permit. Work within 1 mile of impaired waters, as outlined in the
Water Resources section, may also require additional erosion control measures including
stabilization of exposed soils within 7 days and providing temporary sedimentation basins for
common drainage locations of 5 acres or more.
Item No. Mitigation Description
11.1 Obtain NPDES Construction Stormwater permit if disturbance exceeds 1 acre.
11.2 Obtain Watershed District permits.
11.3 Prepare SWPPP and Erosion and Sediment Control Plans for each development site.
11.4 Install and maintain erosion control BMPs throughout construction.
11.5 Complete geotechnical assessments to determine soil suitability.
WATER RESOURCES
a. Surface Water and Groundwater Features:
Surface Water: Lakes, streams, wetlands, intermittent channels, and county/judicial
ditches. All surface water features should be described and identified on a map of the
project area. Include any special designations such as public waters, trout stream/lake,
wildlife lakes, migratory waterfowl feeding/resting lake, and outstanding resource value
water. Include water quality impairments or special designations listed on the current
MPCA 303d Impaired Waters List that are within one mile of the project. Include DNR
Public Waters Inventory number(s), if any.
The National Wetland Inventory (NWI), Public Waters Inventory (PWI), FEMA Floodplain Map,
and a map of county ditches were reviewed for existing water resources within the Study Area
(Figure 10). Based on the review, there are many wetlands and waterbodies within the Study
Area, totaling approximately 508 acres. Wetland types include emergent, forested, and shrub
wetlands. There are also several ponds, three lakes, and seven riverine waterbodies. An aquatic
resource delineation will need to occur prior to each development to formally identify and define
the boundaries of these resources. Each site developer will be responsible for completing this
during the development review process.
Several waterbodies in, or within 1 mile of the Study Area, are included on the MPCA’s 2024
impaired waters list, including 303(d) listed waters:
March 2026
Final AUAR Page 30
• County Ditch 13 (CD 13, AUID 07020012-604) is located in the southeast portion of the Study
Area and drains to Spring Lake. CD 13 is impaired for aquatic life due to poor conditions for
fish.
• Spring Lake (AUID 70-0054-00) is located directly east of the Study Area and is impaired for
aquatic life, aquatic consumption, and aquatic recreation due to poor conditions for fish,
mercury in fish tissue, and nutrients.
• Upper Prior Lake (AUID 70-0072-00) is located within 1 mile of the Study Area and is
impaired for aquatic consumption and aquatic recreation due to mercury in fish tissue and
nutrients.
• Schneider Lake (AUID 70-0120-02) is located within 1 mile of the Study Area and is impaired
for aquatic consumption due to mercury in fish tissue.
• Picha Creek (AUID 07020012-579) is located within 1 mile of the Study Area and is impaired
for aquatic due to poor conditions for fish and benthic macroinvertebrates.
There are also various FEMA floodplains located in the Study Area, primarily associated with
Howard Lake, Spring Lake, and drainage channels.
March 2026
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Figure 10 – Surface Water
March 2026
Final AUAR Page 32
Groundwater: aquifers, springs, and seeps. Include 1) depth to groundwater; 2) if project
is within a MDH well protection area; and 3) identification of any onsite and/or nearby
wells, including unique numbers and well logs, if available. If there are no wells known on
site or nearby, explain the methodology used to determine this.
The groundwater elevation within the Study Area varies from 0 to 30 feet below the surface. The
depth of groundwater used for potable water sources surrounding the Study Area is 220 ft to over
700 ft below the surface in the Jordan-St. Lawrence aquifer.
According to the Minnesota Department of Health Minnesota Well Index, there are a total of 191
wells located within the Study Area and the surrounding 1-mile buffer. There are 157 active wells
being utilized for public supply, piezometric monitoring, industrial, and domestic purposes.
Additionally, 22 wells have been sealed that were previously used for exploration, monitoring,
public supply, and domestic use. The remaining 12 wells have unknown usage. These wells are
listed in Appendix C, and the well logs are attached in Appendix D. As development occurs,
groundwater wells will be properly abandoned and sealed by a licensed contractor. Prior to
development, the City will consult with the Source Water Protection Unit and the Minnesota
Department of Health to locate the public supply well located within the Study Area to determine
suitable protections.
The northern portion of the study site is located within the Low Vulnerability portion of the
Shakopee Drinking Water Supply Management Area (DWSMA). Any occupants with a higher
probability of potential contaminant sources, such as chemical storage tanks, should be
prioritized for southern portions of the Study Area, outside of the DWSMA.
b. Project Effects on Water Resources and Measures to Minimize or Mitigate the Effects
Wastewater: For each of the following, describe the sources, quantities, and composition
of all sanitary, municipal/domestic, and industrial wastewaters projected or treated at the
site.
1) Wastewater Subsurface Sewer Treatment Systems (If the wastewater discharge is to a
publicly owned treatment facility, identify any pretreatment measures and the ability of
the facility to handle the added water and waste loadings, including any effects on, or
required expansion of, municipal wastewater infrastructure.)
The Study Area will be served by the City of Prior Lake sanitary sewer collection system and
the Metropolitan Council Environmental Services (MCES) regional collection and treatment
system. The system conveys flow via gravity sewer lines and lift stations to the MCES
interceptor system and eventually to the Blue Lake Wastewater Treatment Plant (WWTP,
Figure 11). The Blue Lake WWTP is an advanced secondary treatment plant with
chlorination/dechlorination which discharges treated effluent to the Minnesota River. As of
September 2025, the Blue Lake WWTP treats an average of 26.5 million gallons of
wastewater per day and has a capacity of 42 million gallons per day.
The City of Prior Lake sanitary sewer collection system will be extended and upgraded to
serve the Study Area. Development and extension of sanitary sewer collection system will be
completed in phases as development occurs across the Study Area. If any segments of
extension have a proposed design flow of 2,000,000 gallons per day, the need for
environmental review will be coordinated with the MPCA. The trunk sanitary sewer
configuration planned in the City’s 2019 Comprehensive Sewer Plan was revisited in the
2025 Sanitary Sewer Assessment for the Study Area to evaluate several configuration
March 2026
Final AUAR Page 33
options. The various layouts and required sequence of trunk gravity main, lift station, and
forcemain extensions and upgrades is detailed in the 2025 study (Appendix I) with the
recommended option being shown on Figure 11. The key improvement will be upsizing the
CH 12 lift station and rerouting its forcemain along Stemmer Ridge Rd instead of CH
12/Shoreline Dr once near-term development has exhausted the gravity sewer capacity in CH
12/Shoreline Dr. This reconfiguration will alleviate the burden on the district N and S21 trunk
sewers and the Lime lift station. The location of the future sewer along TH 13 will need to be
coordinated with the PLSLWD ferric chloride treatment system feed line during the feasibility
stage.
Both development scenarios 1 and 2 were considered in this analysis. The projected
wastewater flows were calculated for each scenario using average residential densities and
are detailed in Tables 6 and 7 below. The Blue Lake WWTP has sufficient residual capacity
for both scenarios.
No land uses are identified that would generate wastewater requiring pretreatment. Planned
Industrial areas are anticipated to be light industrial such as warehouses generating typical
domestic strength wastewater.
Table 6 – Wastewater Flows – Scenario 1 (2040 Comprehensive Plan)
Land Use Type Area*
(acres)
Avg.
Density
(units/acre)
Average
Flow
Assumption
(gpd/acre)
Average
Flow
(gpd)
Peak
Factor
Peak
Hourly
Flow
(gpd)
Low Density
Residential 1,750 3.2 819 1,433,600
Medium Density
Residential 139 6 1,382 192,154
High Density
Residential 0 19 3,891 0
Retail/General
Business
180 - 1,000 180,000
Planned Industrial 413 - 1,000 413,000
Total 2,512 2,218,754 2.8 6,212,510
gpd = gallons per day
* Note that Campbell Lake, existing rights of way, and the existing Spring Lake Ridge residential development total approximately
218 acres for both scenarios and do not contribute to the land use acres.
Table 7 – Wastewater Flows – Scenario 2
Land Use Type Area*
(acres)
Avg.
Density
(units/acre)
Average
Flow
Assumption
(gpd/acre)
Average
Flow
(gpd)
Peak
Factor
Peak
Hourly
Flow
(gpd)
Low Density
Residential 1,455 3.2 819 1,191,936
Medium Density
Residential 356 6 1,382 492,134
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High Density
Residential 42 19 3,891 163,430
Retail/General
Business 295 - 1,000 295,000
Planned Industrial 334 - 1,000 334,000
Total 2,512 2,476,501 2.7 6,686,552
gpd = gallons per day
* Note that Campbell Lake, existing rights of way, and the existing Spring Lake Ridge residential development total approximately
218 acres for both scenarios and do not contribute to the land use acres.
2) Wastewater Discharge to Surface Water (If the wastewater discharge is to a subsurface
sewage treatment system (SSTS), describe the system used, the design flow, and
suitability of site conditions for such a system.)
Development associated with the scenarios studied in this AUAR would not involve
wastewater discharge to a STSS.
3) If the wastewater discharge is to surface water, identify the wastewater treatment
methods, discharge points, and proposed effluent limitations to mitigation impacts.
Discuss any effects to surface or groundwater from wastewater discharges.
Development associated with the scenarios studied in this AUAR would not involve
wastewater discharge to a surface water or groundwater.
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Figure 11 – Existing and Proposed Wastewater System
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Stormwater: Describe the quantity and quality of stormwater runoff at the site prior to and
post construction. Include the routes and receiving water bodies for runoff from the site
(major downstream water bodies as well as the immediate receiving waters). Discuss any
environmental effects from stormwater discharges. Describe stormwater pollution
prevention plans including temporary and permanent runoff controls and potential BMP
site locations to manage or treat stormwater runoff. Identify specific erosion control,
sedimentation control, or stabilization measures to address soil limitations during and
after project construction.
Existing Conditions
Runoff from the site, which is largely undeveloped or used for agriculture, drains to a series of
ditches, wetlands, and/or lakes (Figure 12). In the pockets of development, there are a few
existing stormwater Best Management Practices (BMPs) that receive drainage from those parts
of the site. The southeastern portion of the site is within the Prior Lake-Spring Lake Watershed
District (PLSLWD) and drains to Spring Lake. The northwest portion of the site is within the Scott
Watershed Management Organization (Scott WMO). The eastern portion of the area in Scott
WMO drains to Campbell and Howard Lakes, while the western portion drains to ditches and
wetlands.
Existing BMPs treat water from the Springview Meadows development, in the southwest of the
intersection of 170th Street East and Marschall Road, and the industrial area north of TH 282,
between Baseline Avenue and Marschall Road.
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Figure 12 – Discharge Locations
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Final AUAR Page 38
Proposed Conditions
Under either scenario, development within the Study Area will need to meet the most restrictive
applicable stormwater requirements at the time of development. The regulatory agencies include
the City of Prior Lake, PLSLWD, Scott WMO, and the NPDES permits that are in place at the time
of development. Additionally, the SMSC is a regulatory agency adjacent to the Study Area,
including at several discharge locations. The City of Prior Lake’s Public Works Design Manual
outlines regulatory requirements and provides the design standard that should be followed for the
design of BMPs within the Study Area. Properties downstream of proposed discharge points shall
be considered to ensure there are no adverse impacts. The Stormwater Master Plan for the
Annexation Area AUAR includes an overview of these requirements as well as potential locations,
areas, and volumes for BMPs throughout the Study Area (Appendix E).
Priority Lakes
Spring Lake is a priority lake as identified by the Metropolitan Council. A nutrient budget analysis
was performed as part of the Spring Lake – Upper Prior Lake Nutrient TMDL, dated May 2011.
For the City of Prior Lake, the TMDL report establishes a Categorical Waste Load Allocation
(WLA) for Spring Lake of 1.3 lbs/day of phosphorus (or 472 lb/year), requiring a TP reduction of
836 lb/year. Table 8 shows the loading and reductions required for the AUAR area, based on the
total City of Prior Lake area included in the TMDL computations.
Table 8 – Annual Waste Load Allocation
Area
Drainage Area
to Spring Lake
(ac)
Existing
TP Load
(lb/year)
TP
Allocation
(lb/year)
Required TP
Reduction
(lb/year)
City of Prior Lake, Total 3,075 1,308 472 836
City of Prior Lake, AUAR Area1 1,225 523 189 334
1The AUAR Area is 40% of the total City of Prior Lake area draining to Spring Lake. Therefore, TP loadings and reductions
for the AUAR area are assumed to be 40% of the total.
The MPCA’s Simple Estimator was used to estimate total phosphorus (TP) loads for the Study
Area as shown in Table 9. Note that this tool estimates significantly higher existing TP loads than
were computed in the TMDL report.
Table 9 – AUAR Area TP Loads
AUAR Area TP Load
(lb/yr)2
TP Reduction via
BMPs (lb/yr)
TP Outflow
(lb/yr)
Existing Conditions 780 483 732
Proposed Conditions1 968 5814 387
1AUAR Scenario 2
2Calculated based on land use using the Simple Estimator
3Assumes all existing business, industrial, and residential areas are treated by wet ponds.
4Accounts for 60% TP reduction as required by City of Prior Lake stormwater management regulations.
The estimates in Table 9 are intended to show that the TP outflow from the AUAR area will
decrease as a result of the BMPs required for development. The estimated reductions achieved
(the difference in TP outflows between existing and proposed conditions, 345 lb/yr) will meet the
TP reductions outlined in the TMDL report for City of Prior Lake within the AUAR area (334
lb/year).
Water Appropriation: Describe if the project proposes to appropriate surface or
groundwater (including dewatering). Describe the source, quantity, duration, use, and
March 2026
Final AUAR Page 39
purpose of the water use and if a DNR water appropriation permit is required. Describe any
well abandonment. If connecting to an existing municipal water supply, identify the wells
to be used as a water source and any effects on, or required expansion of, municipal water
infrastructure. Discuss environmental effects from water appropriation, including an
assessment of the water resources available for appropriation. Identify any measures to
avoid, minimize, or mitigate environmental effects from the water appropriation.
Construction Dewatering
Construction dewatering will likely be required for development of the Study Area because depths
to groundwater vary from 0 to 20 feet. A MNDNR Water Appropriation Permit will be required if
water withdrawal exceeds 10,000 gallons per day or one million gallons per year. Any temporary
dewatering will require a MNDNR Temporary Water Appropriations General Permit 1997-0005,
applicable to less than 50 million gallons per year and less than one year in duration. It is
anticipated that the temporary construction dewatering would only occur during construction of
buried utilities and building foundations.
Water Supply
The City of Prior Lake water supply system will be upgraded and expanded according to the
City’s 2025 Orderly Annexation Area Water System Study (Appendix I). Prior Lake utilizes six
active and one reserve groundwater well varying in depth from 364 to 672 feet with a firm
capacity of 4.32 million gallons per day (MGD). The City also has an agreement with the
Shakopee Mdewakanton Sioux Community (SMSC) to supplement up to 1.5 MGD during max
day demands for a total firm capacity of 5.82 MGD. The Prior Lake Water Treatment Plant (WTP)
has a capacity of 7.5 MGD.
The City has two water towers and one WTP clearwell for a combined total storage capacity of
3.25 million gallons (MG). The system pressures and fire flows are detailed in the 2025 study
based on computer modeling of the water distribution system.
Both development scenarios were considered in this analysis. The projected water demands
were calculated for each scenario using average residential densities and are detailed in Tables
10 and 11 below.
Table 10 – Water Demand – Scenario 1 (2040 Comprehensive Plan)
Land Use Type Area*
(acres)
Avg.
Density
(units/acre)
Average
Demand
Assumption
(gpd/acre)
Average
Day
Demand
(gpd)
Peak
Factor
Max Day
Demand
(gpd)
Low Density
Residential
1,750 3.2 1,024 1,792,000
Medium Density
Residential
139 6 1,728 240,192
High Density
Residential
0 19 4,864 0
Retail/General
Business
180 - 1,000 180,000
Planned Industrial 413 - 1,000 413,000
Parks/Recreation/Open
Space
30 - 0 0
Total 2,512 2,625,192 2.5 6,562,980
gpd = gallons per day
* Note that Campbell Lake, existing rights of way, and the existing Spring Lake Ridge residential development total approximately
218 acres for both scenarios and do not contribute to the land use acres.Table 11 – Water Demand - Scenario 2
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Final AUAR Page 40
Land Use Type Area*
(acres)
Avg.
Density
(units/acre)
Average
Demand
Assumption
(gpd/acre)
Average
Day
Demand
(gpd)
Peak
Factor
Max Day
Demand
(gpd)
Low Density
Residential
1,455 3.2 1,024 1,489,920
Medium Density
Residential
356 6 1,728 615,168
High Density
Residential
42 19 4,864 204,288
Retail/General
Business
295 - 1,000 295,000
Planned Industrial 334 - 1,000 334,000
Parks/Recreation/Open
Space
30 - 0 0
Total 2,512 2,938,376 2.5 7,345,940
gpd = gallons per day
* Note that Campbell Lake, existing rights of way, and the existing Spring Lake Ridge residential development total approximately
218 acres for both scenarios and do not contribute to the land use acres.
Since the water supply system is all interconnected, the City’s water supply, treatment, and
storage facilities need to be sized for city-wide demand and are based more on the pace of
development than developable area (Figure 13). The City’s projected water demands are detailed
in the 2025 study, and together with the additional water demands for the Study Area,
development under either scenario is anticipated to require at least three (3) new wells in Prior
Lake and SMSC, additional treatment capacity in Prior Lake and SMSC (subject to further
feasibility and siting study), and a 1.5 MG water tower.
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Figure 13 – Proposed Water Supply
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Surface Waters
1) Wetlands: Describe any anticipated physical effects or alterations to wetland features,
such as draining, filling, permanent inundation, dredging, and vegetative removal.
Discuss direct and indirect environmental effects from physical modification of
wetlands, including the anticipated effects that any proposed wetland alterations may
have to the host watershed. Identify measures to avoid (e.g., available alternatives that
were considered), minimize, or mitigate environmental effects to wetlands. Discuss
whether any required compensatory wetland mitigation for unavoidable wetland
impacts will occur in the same minor or major watershed and identify those probable
locations.
The NWI and PWI were reviewed for existing water resources within the Study Area (Figure
10). Based on the review, there are many wetlands within the Study Area, totaling
approximately 427 acres. Wetland types include emergent, forested, and shrub wetlands. A
wetland delineation will be required prior to development of the area.
Based on a review of the public infrastructure needs associated with development in the
Study Area, approximately 45 acres of wetland impacts are expected as a result of roadway
and utility infrastructure construction. Impacts would likely occur due to fill for roadways and
trail improvements. Utilities would be installed via directional boring to the extent practicable,
and by trench in areas where directional boring is not feasible or prudent. These impacts
would occur over several years and be phased along with development. Wetland
jurisdictional status and impacts will continue to be evaluated and refined as development
occurs, with opportunities for avoidance and minimization identified.
Individual developments may also impact wetlands, though the nature and location of each
development is unknown at this time. Each proposed development project, whether public or
private, would be required to complete a wetland delineation and obtain the appropriate
permit approval from the City (for the Wetland Conservation Act), DNR, USACE, MPCA, and
PLSLWD or Scott WMO prior to construction. Coordination with the SMSC will occur on
properties where proposed projects border SMSC owned parcels. The City’s Public Works
Design Manual also outlines wetland buffer requirements, which will be implemented during
development review. All wetland impacts will be minimized to the extent practicable; the
intent of all scenarios is to replace wetland impacts with 2:1 mitigation via wetland bank
credits. If stormwater is to be discharged to a wetland, it will be first pretreated for suspended
solids prior to discharge. Additionally, developers will be encouraged to identify chloride
reduction practices to minimize the discharge of chloride into wetlands and other surface
waters as a result of practices such as de-icing. Additional opportunities to enhance wetland
resources may also be pursued within the Study Area, including establishment of wetland
banks or regional flood storage basins. Partnerships between the City, County, the SMSC,
watershed districts, and private developers will remain ongoing to identify opportunities.
2) Other Surface Waters: Describe any anticipated physical effects or alterations to
surface water features (lakes, streams, ponds, intermittent channels, county/judicial
ditches) such as draining, filling, permanent inundation, dredging, diking, stream
diversion, impoundment, aquatic plant removal, and riparian alteration. Discuss direct
and indirect environmental effects from physical modification of water features.
Identify measures to avoid, minimize, or mitigate environmental effects to surface
water features, including in-water Best Management Practices that are proposed to
avoid or minimize turbidity/sedimentation while physically altering the water features.
Discuss how the project will change the number or type of watercraft on any water
body, including current and projected watercraft usage.
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If development proposed under either scenario proposes impacts to County Ditch 13, Spring
Lake, Campbell Lake, and Howard Lake, the developers would need to obtain approvals from
the DNR, appropriate drainage authority, and US Army Corps of Engineers prior to
construction.
Floodplain mitigation may be required at a 1:1 ratio if development results in filling within the
designated floodplain.
All development will implement erosion control practices throughout construction, including
redundant protections above surface waters, to minimize the potential for impacts. Projects
that disturb over 50 acres and flow to an impaired water must also submit a SWPPP to the
MPCA 30 days prior to construction. If required, a chloride management plan will also be
prepared by individual developers to mitigate impacts associated with salt usage. Neither
development scenario will directly add watercrafts to lakes. Additionally, developers will be
encouraged to identify chloride reduction practices to minimize the discharge of chloride into
surface waters, including wetlands, as a result of practices such as de-icing.
Item No. Mitigation Description
12.1 A wetland delineation will be required prior to development of each site, as it develops.
12.2
Stormwater will meet the City of Prior Lake, Prior Lake-Spring Lake Watershed District
(PLSLWD), Scott Watershed Management Organization (SWMO) and the National
Pollutant Discharge Elimination System (NPDES) stormwater permit requirements.
12.3 The stormwater management system will consist of ponding to meet stormwater
requirements along with water reuse or filtration if infiltration is not possible.
12.4
Temporary and permanent erosion and sediment control measures will be implemented
during the construction that meet the City of Prior Lake, PLSLWD, SWMO, and NPDES
permit requirements.
12.5 Depending on the final development layout, some sanitary sewers and watermains will
need to be reconfigured, reconstructed, or extended.
12.6 Groundwater wells will be property sealed by a licensed contractor prior to development.
12.7 A chloride management plan will be implemented by each site developer, if required by
state and local rules.
12.8 Stormwater that is directed to on-site wetlands will be treated prior to discharge into the
wetlands.
12.9 If floodplain fill is required, provide floodplain mitigation onsite at a 1:1 ratio.
12.10
Wastewater capacity in Metropolitan Council Environmental Services (MCES)
Interceptor 4-SL-534 should be verified with MCES prior to the Sanitary Sewer
Extension Permit application, and any billing adjustments for that unmetered service
area should be coordinated with MCES and the City of Prior Lake as development
progresses.
12.11
Complete feasibility studies and construct three (3) new wells in Prior Lake and SMSC,
additional treatment capacity in Prior Lake and SMSC, and a 1.5 MG water tower. The
SMSC will be consulted regarding the construction of new wells.
12.12 Underground utilities through wetlands will be installed via directional boring to the
extent practicable.
12.13 Developments with a higher probability of potential contaminant resources, such as
chemical storage tanks, will be prioritized for areas outside of the DWSMA.
12.14 Developments which disturb more than 50 acres and drain to an impaired water must
submit a SWPPP to the MPCA 30 days prior to construction.
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Item No. Mitigation Description
12.15 If any segments of sanitary sewer extension have a proposed design flow of 2,000,000
gallons per day, the need for environmental review will be coordinated with the MPCA.
12.16 The City will consult with the Source Water Protection Unit at MDH to locate the public
supply well within the Study Area.
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Final AUAR Page 45
CONTAMINATION/HAZARDOUS MATERIALS/WASTES
a. Pre-Project Site Conditions: Describe existing contamination or potential environmental
hazards on or in close proximity to the project site, such as soil or groundwater
contamination, abandoned dumps, closed landfills, existing or abandoned storage tanks,
and hazardous liquid or gas pipelines. Discuss any potential environmental effects from
pre-project site conditions that would be caused or exacerbated by project construction
and operation. Identify measures to avoid, minimize, or mitigate adverse effects from
existing contamination or potential environmental hazards. Include development of a
Contingency Plan or Response Action Plan.
WSB reviewed public database information to identify sites that pose a contamination risk to the
Project Location. The following online databases were reviewed on July 8, 2025, as part of the
desktop contamination review:
• Minnesota Department of Agriculture (MDA) What’s in My Neighborhood
• Minnesota Pollution Control Agency (MPCA) What’s in My Neighborhood
AUAR Study Area Listings
A total of twenty-three (23) sites were identified within the AUAR Study Area (see Figure 14).
Many of the sites were included on multiple database listings, however, not all listings indicate the
presence of contamination. The following AUAR Study Area listings indicate the present of
contamination:
Site 4 – Scott County Public Works Facility – 600 County Trail E, Jordan, MN 55352
• Leak Site LS0016437 – The leak was discovered on May 5, 2006 and reported as a
combination of hydraulic fluid, motor oil, and waste oil. Groundwater was not impacted.
The site was issued closure by the MPCA on July 18, 2006. Site closure does mean that
the site is free of contamination.
Site 12 – Former Service Station – 17980 Marschall Road, Jordan, MN, 55352
• Leak Site LS0007579 – The leak was reported on May 16, 1994 and reported as gasoline
(type unknown). Groundwater was not impacted. The site was issued closure by the
MPCA on December 11, 2000. Site closure does mean that the site is free of
contamination.
Site 21 – Jordan Service Station – Highway 17 & 282, Jordan, MN, 55352
• Voluntary Investigation and Cleanup Site VP14710 – The site was enrolled into the
MPCA Voluntary Investigation and Cleanup (VIC) program on June 1, 2001. Phase II
environmental site assessments were conducted with the MPCA providing technical
assistance and report review. Liability assurance letters (No Action Letters) were issued
by August 25, 2003. The site was issued closure by the MPCA on March 17, 2004. Site
closure does not mean the site is free of contamination.
Site 25 – Old Emergency Incident – Highway 17 and Belmont Avenue Northwest, Jordan MN,
55352
• Old Emergency Incident FY9I148 – The site is listed on the MDA database as an
emergency investigation incident. The emergency incident details are unknown. The
incident was issued closure by the MDA on October 10, 1990. Closure does not mean
that the site is free of contamination.
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In addition to the sites summarized above, three (3) additional sites were identified within 500 feet
of the AUAR Study Area. Based on review of the available information, two (2) of the site listings
were not determined to pose a contamination risk to the AUAR Study Area. One site, Site 7, was
determined a contamination risk to the AUAR Study Area.
Prior to development in the vicinity of Sites 4, 12, 21, and 25, a subsurface investigation should
be completed to determine if contaminated soil and/or groundwater will be encountered. Further,
a Response Action Plan/Construction Contingency Plan (RAP/CCP) should be in place prior to
disturbance near these sites to ensure all contaminated materials (if encountered) are managed
in accordance with local, state, and federal regulations.
In addition to the sites identified above, various structures occur across the Study Area and may
require demolition during future development. An asbestos and regulated material (ARM) survey
should be completed prior to demolition and developers should notify the MPCA and MDH, if
necessary. If demolition involves removal of regulated wastes, waste will be hauled to a facility
licensed to handle such waste.
March 2026
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Figure 14 – MPCA/MDA What's In My Neighborhood Results
March 2026
Final AUAR Page 48
b. Project Related Generation/Storage of Solid Wastes: Describe solid wastes
generated/stored during construction and/or operation of the project. Indicate method of
disposal. Discuss potential environmental effects from solid waste handling, storage, and
disposal. Identify measures to avoid, minimize, or mitigate adverse effects from the
generation/storage of solid waste including source reduction and recycling.
Construction-related waste materials (i.e., wood, concrete, metals, plastics, etc.) will be
generated under both development scenarios. Construction-related waste will be recycled or
disposed of in approved facilities, as appropriate. Toxic or hazardous substances used during
project construction or operations (i.e., petroleum products, hydraulic fluid, and other chemical
products) will be stored and disposed of following local and state guidelines. If any regulated
wastes are present within buildings requiring demolition, the MPCA will be notified if required and
materials will be disposed of at facilities licensed to handle regulated wastes.
The 2018 Scott County Solid Waste Management Master Plan9 ensures that Scott County will
comply with applicable laws, rules, and ordinances related to the management of solid and
hazardous wastes generated during the Study Area reconstruction per Minnesota Statutes,
section 473.811. Any additional solid waste generation requiring management from built new
structures will be managed under the plan. Recycling for residential units and commercial
buildings in the Study Area will be managed in accordance with the 2016 Recycling Law
(Minnesota Statutes Chapter 115A, Section 115A.151 and Section 115A.552), and City Leg.
Code § 357.09 that requires source separation and curbside pick-up within city limits.
The proposed development scenarios will generate new solid waste management and sanitation
services demands within the Study Area. Estimates for annual residential municipal solid waste
generation for Scenario 1 is 21,440 tons and Scenario 2 is 26,230 tons. The composition and
municipal solid waste generation will vary greatly between commercial facilities size and market
sector. Proper permitting and compliance with the 2018 Scott County Solid Waste Management
Master Plan will be adhered to as these structural design plans are finalized for commercial
occupation.
c. Project Related Use/Storage of Hazardous Materials: Describe chemicals/hazardous
materials used/stored during construction and/or operation of the project including
method of storage. Indicate the number, location, and size of any above or below ground
tanks to store petroleum or other materials. Discuss potential environmental effects from
accidental spills or releases of hazardous materials. Identify measures to avoid, minimize,
or mitigate adverse effects from the use/storage of chemicals/hazardous materials
including source reduction and recycling. Include development of a spill prevention plan.
Diesel or gasoline fuel tanks associated with construction tasks may be brought to the Study Area
for general use during various construction phases as development occurs. Additional tanks may
be mobilized as emergency generators for commercial or residential buildings under either
development scenario. Development within the Retail General Business land uses may include
gas stations, which would include storage tanks for petroleum and/or diesel. The actual location
of these tanks will be determined as design progresses and the location and use of storage tanks
will comply will all state and location rules and regulations.
Potential locations of existing storage tanks associated with commercial use within the Study
Area are as follows, given two (2) available MPCA Database listings:
Site 3 – Goliath Hydro Vac Inc – 18175 Dairy Lane, Jordan, MN, 55352
9 Scott County Solid Waste Management Master Plan
March 2026
Final AUAR Page 49
• Tank Site TS0124239 – One active tank is associated with this listing. The tank is
identified as #1001, is 2000 gallons in capacity, was installed in 2006, and stores used
oil.
Site 5 – Scott County Public Works Salt Shed – 600 Country Trail East, Jordan, MN, 55352
• Tank Site 0005703 - Two active tanks are associated with this listing. The first tank is
identified as #001, is 12,000 gallons in capacity, was installed in 1986, and stores diesel
fuel. The second tank is identified as #002, is 12,000 gallons in capacity, was installed in
1986, and contains E-10 (containing up to 10% ethanol) gasoline. One tank #1002 is
listed with an unknown install date, pending tank status, is 500 gallons in capacity, and
may contain diesel exhaust fluid. Seven additional tanks were removed between 1986
and 1990.
d. Project Related Generation/Storage of Hazardous Wastes: Describe hazardous wastes
generated/stored during construction and/or operation of the project. Indicate method of
disposal. Discuss potential environmental effects from hazardous waste handling,
storage, and disposal. Identify measures to avoid, minimize, or mitigate adverse effects
from the generation/storage of hazardous wastes including source reduction and
recycling.
The types of development associated with the development scenarios evaluated by this AUAR
would not generate or store hazardous wastes.
Item No. Mitigation Description
13.1 If building demolition occurs and involves removal of regulated wastes, waste will be
hauled to a facility licensed to handle such waste.
13.2 If building demolition occurs, an ARM assessment will be completed and MPCA and
MDH notifications will be prepared, as necessary.
13.3 A Response Action Plan will be prepared by developers during site planning to mitigate
the potential for encountering contamination.
13.4
Construction-related waste will be recycled or disposed of in approved facilities, as
appropriate. Toxic or hazardous substances used during project construction or
operations (i.e., petroleum products, hydraulic fluid, and other chemical products) will be
stored and disposed of following local and state guidelines.
13.5
Recycling for residential units and commercial buildings in the Study Area will be in
accordance with the 2016 Recycling Law (Minnesota Statutes Chapter 115A, Section
115A.151 and Section 115A.552), and City Leg. Code § 357.09 that requires source
separation and curbside pick-up within the City.
FISH, WILDLIFE, PLANT COMMUNITIES, AND SENSITIVE ECOLOGICAL
RESOURCES (RARE FEATURES)
a. Fish and Wildlife Resources
The Study Area is largely comprised of agricultural areas which provide limited habitat for wildlife.
Available habitat is mainly present in the woodland, wetland, and grasslands scattered throughout
the Study Area. Areas of lawn and landscaping near buildings, residential areas, and roadways
may also provide minimal habitat. Wildlife species that may occur within the Study Area include
those known to use human-disturbed habitats, such as the Canada goose (Branta canadensis),
American robin (Turdus migratorius), gray squirrel (Sciurus niger), whitetail deer (Odocoileus
virginianus), coyote (Canis latrans), and raccoon (Procyon lotor). The wetlands, lakes, and
surrounding areas likely provide habitat for a variety of species such as those noted above as
March 2026
Final AUAR Page 50
well as other migratory birds and waterfowl. Based on the water resources available within the
Study Area, Howard Lake, Campbell Lake and Spring Lake contain a variety of fish species.
County Ditch 13 and some of the wetland areas may contain minnow species.
Both development scenarios will result in changes to cover types, including some removal of
trees, grassland areas, and wetlands.
b. Rare Features
Information from the MNDNR (Correspondence # MCE 2025-00518) Natural Heritage Inventory
(NHI) is included in Appendix F. WSB also reviewed the MN DNR NHI data (License Agreement
#2025-002). This information indicates there are three records of state threatened species and
three species of special concern within one mile of the project area. The threatened species
records are of a Blanding's turtle (Emydoidea blandingii), trumpeter swan (Cygnus buccinator),
and big tick trefoil (Desmodium cuspidatum). The big tick trefoil record is located east of the
Study Area. The species of special concern that may potentially be present within the Study Area
include the big brown bat (Eptesicus fuscus), little brown myotis (Myotis lucifugus), and the red-
shouldered hawk (Buteo lineatus). Species of special concern are not afforded protection under
the Minnesota Endangered Species Statute. As development occurs, developers will coordinate
with the MnDNR regarding protected species listed at the date of development permit application.
Blanding’s Turtle
Suitable Blanding’s turtle habitat consists of both wetland and upland areas. Calm, shallow
wetland habitat associated with waterbodies and watercourses with rich aquatic vegetation and
muddy bottoms are preferred for overwintering. Small, temporary wetlands are used in the spring
and summer as they provide an important food source for this species. Nesting habitat includes
open, sandy uplands, normally up to or over a mile away from a water source or wetland. Nesting
occurs on undeveloped land, but the turtle has also been known to nest successfully on
residential property, farm fields, gardens, under power lines, and road shoulders (especially dirt
roads). Wetlands with deeper water are needed during seasons of drought or during the winter.
There are Blanding’s turtle records within the vicinity of the Study Area. Wetland and waterbody
impacts should be avoided during the hibernation season (between September 15 and April 15) if
the area is suitable for habitat. Additionally, erosion control measures should be wildlife friendly
(e.g., natural erosion control netting) and construction contractors should check bare ground and
trenches for presence of turtles prior to using heavy equipment or backfilling.
Trumpeter Swan
Suitable trumpeter swan habitat consists of small ponds and lakes with beds of cattails, bulrush,
sedges, and horsetail during the breeding season. Preferred habitat includes at least 100 meters
of open water for take-off, stable levels of unpolluted water, emergent vegetation, low human
disturbance, and the presence of muskrat (Ondatra zibethicus) houses and American beaver
(Castor canadensis) lodes for nesting platforms. Trumpeter swans have been documented
nesting in lakes within the Study Area. Construction activities should be avoided during the
nesting season in late April through early June near suitable nesting habitat.
Big Tick Trefoil
Suitable big tick trefoil habitat consists of mesic hardwood forests, particularly those forests
dominated by oaks (Quercus spp.), sugar maple (Acer saccharum), and basswood (Tilia
americana). It is rather mobile within these habitats, possibly in search of areas of filtered sunlight
rather than shade. A big tick trefoil species record was recorded near Spring Lake in the 1800s,
but the exact location is unknown. As development is proposed in this area, coordination with the
DNR is recommended to determine potential avoidance requirements.
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Big Brown Bat
The big brown bat is a year-round resident of Minnesota. Winter roosts are located in caves and
mines, though it may also hibernate in buildings, cellars, and tunnels. Winter habitat criteria
includes high humidity levels, minimal airflow, and constant temperature. Big brown bats emerge
from hibernation in the spring, where they forage in forested habitats near water sources.
Summer roosting habitat can consist of human structures such as buildings and bridges, and
trees that are hollow, have crevices, loose bark, or cavities. Species of special concern are not
afforded protection under the Minnesota Endangered Species Statute. As development occurs,
developers should adhere to the current species list at the date of construction permit application.
State and federal guidelines will be followed to prevent adverse impacts to this species.
Little Brown Myotis
The little brown myotis is found in caves, cellars, tunnels, and other underground structures
during the winter months. These structures are defined by their high humidity levels, minimal
airflow, and constant temperatures. In the spring, bats will migrate to summer roosting and
foraging grounds. Summer habitat includes human structures such as bridges, buildings, and
attics, but are also associated with forested habitats near water. Reproductive females will roost
in tree snags, under loose tree bark, and in cavities. Species of special concern are not afforded
protection under the Minnesota Endangered Species Statute. As development occurs, developers
should adhere to the current species list at the date of construction permit application. State and
federal guidelines will be followed to prevent adverse impacts to this species.
Red-Shouldered Hawk
The red-shouldered hawk is found in large tracts of mature deciduous forest with scattered
wetland openings. Habitat typically occurs in uplands with topology characterized by numerous
small hills, ridges, and depressional wetlands or small lakes. The red-shouldered hawk also
frequent mature floodplain forests. Nesting sites include high, thick canopies and trees with large
diameters. Species of special concern are not afforded protection under the Minnesota
Endangered Species Statute. As development occurs, developers should adhere to the current
species list at the date of construction permit application. State and federal guidelines will be
followed to prevent adverse impacts to this species.
The U.S. Fish and Wildlife Service (USFWS) Information for Planning and Consultation (IPaC)
service indicated that the federally endangered northern long-eared bat (NLEB; Myotis
septentrionalis), federally proposed endangered tricolored bat (Perimyotis subflavus), non-
essential experimental population of whooping crane (Grus americana), federally endangered
rusty patched bumble bee (RPBB, Bombus affinis), federally proposed threatened western regal
fritillary (Argynnis idalia occidentalis), and federally proposed threatened monarch butterfly
(Danaus plexippus) may occur within or near the Study Area. The IPaC report is included in
Appendix F. Species proposed for listing are not afforded protection under the Endangered
Species Act; however, as soon as a listing becomes effective (typically 30 days after publication
of the final rule in the Federal Register), the prohibitions against jeopardizing its continued
existence and “take” will apply. As development occurs, developers will coordinate with the
USFWS regarding protected species listed at the date of development permit application.
Northern Long Eared Bat
Suitable NLEB summer habitat consists of a variety of forested or wooded habitats where they
roost, forage, and travel and may also include some adjacent non-forested habitats such as
emergent wetlands, edges of agricultural fields, old fields, or pastures. Summer habitat includes
forests and woodlots containing potential roosts (i.e., live trees or snags greater than or equal to
three inches diameter at breast height (dbh) that have exfoliating bark, cracks, crevices, or
cavities), as well as linear features such as fencerows, riparian forests, and other wooded
corridors. During winter months NLEB hibernate in caves or abandoned mines and tend to be
found in deep crevices. Males and non-reproductive females may also roost in caves or mines.
There are no known NLEB hibernacula within 10 miles of the Study Area. There is a known NLEB
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roost tree northwest of the project area. To minimize potential for impacts, tree clearing should
occur between November and March.
Tricolored Bat
Suitable tricolored bat summer habitat includes forested habitats where they roost and forage.
They may also roost in Spanish moss (Tillandsia usneoides), lichen (Usnea trichodea), and
manmade structures such as barns and bridges. Tricolored bats hibernate in the winter months in
caves and mines. To minimize potential for impacts, tree clearing should occur between
November and March. If the tricolored bat is listed as endangered or threatened at the time
development occurs, developers must coordinate with the USFWS and follow applicable
guidelines to avoid impact to this species.
Whooping Crane
The eastern population of whooping crane is considered experimental and non-essential. Non-
essential, experimental populations are not considered essential to the continued existence of a
species. Take prohibitions and USFWS consultation requirements are relaxed for non-essential,
experimental populations. During migration, whooping cranes use wetlands with emergent
vegetation and shallow water (i.e., < 18 inches [46 cm] deep), including shallow marshes and wet
meadows. Whooping cranes also use flooded agricultural fields and shallow river bottoms. No
avoidance or mitigation measures are required for this species, but contractors should be aware
of its potential presence during construction.
Rusty Patched Bumblebee
Rusty patched bumblebees occur in a variety of habitats including prairies, woodlands, marshes,
agricultural landscapes, and residential parks and gardens. They require areas that support
sufficient food (nectar and pollen from diverse and abundant flowers), undisturbed nesting sites in
proximity to floral resources, and overwintering sites for hibernating queens. Nesting sites include
underground and abandoned rodent cavities or clumps of grass (i.e., bunchgrasses), and
overwintering sites include patches of undisturbed soil along woodland edges. The USFWS
adapted a habitat connectivity model to identify the zones around current (2007-2017) records
where there is a high potential for RPBB to occur. The zones are referred to as High Potential
Zones or Low Potential Zones. High Potential Zones contain known locations and the surrounding
area and are considered to have the greatest potential for species presence. RPBB presence is
assumed within High Potential Zones where suitable habitat is present. The eastern half of the
Study Area is within the RPBB High Potential Zone. Based on current land cover, there may be
suitable nesting, overwintering, and foraging habitat for RPBB near the wooded wetlands within
the Study Area. Prior to construction, developers should coordinate with the USFWS and follow
applicable guidelines to avoid impact to this species.
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Monarch Butterfly
Monarch butterflies use fields and parks where native milkweed (Asclepias spp.) and other plant
species are common. Monarch larvae are milkweed obligates, however adults feed on a variety of
flowering plants. Based on current land cover, there is likely suitable habitat for the monarch
butterfly. If the butterfly is listed as endangered or threatened at the time development occurs,
developers must coordinate with the USFWS and follow applicable guidelines to avoid impact to
this species. Following construction, disturbed areas may be re-seeded with native pollinator
species to promote habitat.
Western Regal Fritillary
The western regal fritillary is found in native prairie habitats. Adults can be found in upland and
wetland prairies, marshes, and wet fields while larvae may be restricted to upland habitats. Based
on current land cover, there may be suitable habitat for the western regal fritillary. If this species
is listed as endangered or threatened at the time development occurs, developers must
coordinate with the USFWS and follow applicable guidelines to avoid impact to this species.
Following construction, disturbed areas may be re-seeded with native pollinator species to
promote habitat.
c. Effects on Fish, Wildlife, Plant Communities, Rare Features, and Ecosystems
There is one Minnesota Biological Survey (MBS) site of biodiversity significance within the Study
Area. Howard Lake and surrounding area is listed in the MBS as a site below biodiversity
significance. Within one mile of the Study Area, Spring Lake Marsh is listed in the MBS as a site
below biodiversity significance and Spring Lake Regional Park is listed as a site of moderate
biodiversity significance (Figure 15). There are no MNDNR native plant communities (NPCs)
within the Study Area. The construction activities associated with the proposed developments
should not impact the MBS sites of biodiversity or the NPCs that are within one mile of the Study
Area. Disturbance of these sites will be limited to avoid impacts to wildlife, plant communities, and
the ecosystem.
Although there are records of special status species within or near the Study Area, state and
federal guidelines will be followed to prevent adverse impacts to special status species. Mitigation
measures will include avoiding impacting habitat during certain times of the year or conducting a
species study of the area if habitat avoidance isn’t feasible. The wildlife species that currently use
the Study Area are likely to continue to use the Study Area after the area is developed as they
are common, ubiquitous, and are associated with human-disturbed habitats.
Both development scenarios will adhere to a variety of regulations associated with the
preservation of natural resources and wildlife habitats. These include the Wetland Conservation
Act and the Prior Lake Tree Preservation Ordinance, which aim to avoid impacts to wetland and
woodland areas, to the extent feasible. To further avoid impacts during construction, a variety of
other avoidance and minimization measures will be followed, including:
• Utilize wildlife-friendly erosion control BMPs.
• Incorporate construction practices that minimize the spread of invasive species, including
inspecting construction equipment prior to moving between sites.
• Planting disturbed areas with native, weed-free, seed mixes.
• Avoid tree clearing during the NLEB and migratory bird nesting seasons.
• Check bare ground and trenches prior to grading and backfilling to avoid entrapment of
wildlife, including turtles.
• Avoid impacts to shallow marsh and shallow water wetlands between September 15 and
April 15, if these areas are suitable for turtle hibernation.
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• Coordination with DNR and/or USFWS as development occurs, to determine needs for
additional avoidance and mitigation measures.
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Figure 15 – Ecological Resources
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d. Measures to Avoid, Minimize, or Mitigate Adverse Effects (to fish, wildlife, plant
communities, and sensitive ecological resources)
Both development scenarios may impact wildlife and habitats in the Study Area. To minimize
impacts, the following measures will be implemented during site development:
Item No. Mitigation Description
14.1 Follow current USFWS guidelines for tree removal to avoid impacts to NLEB and
Tricolored Bat. Tree removal should be avoided from June 1 through August 15.
14.2
Follow current MN DNR guidelines for Blanding’s turtles, including avoiding impacts to
shallow marsh and shallow water wetlands between September 15 and April 15, if these
areas are suitable for turtle hibernation. If mitigation measures are not feasible, project-
specific avoidance plans will need to be implemented to ensure compliance.
14.3
Follow current MN DNR guidance for Trumpeter swans, including avoiding construction
activities near suitable nesting habitat during nesting season, from late April through
early June.
14.4 Reseed disturbed areas with native grass and forb species to comply with RPBB MN
DNR guidance.
14.5 Plant native, weed-free, species in re-vegetated areas where deemed appropriate
through development review.
14.6 Incorporate pollinator species into landscaped planting areas, where deemed
appropriate through development review.
14.7 Utilize wildlife-friendly erosion control BMP’s to avoid entanglement, where deemed
appropriate through development review.
14.8 Incorporate construction practices that minimize the spread of invasive species,
including inspecting construction equipment prior to moving between sites.
14.9 Avoid tree clearing during the NLEB and migratory bird nesting seasons.
14.10
Coordinate with DNR and/or USFWS as development occurs, to determine needs for
additional avoidance and mitigation measures.
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HISTORICAL PROPERTIES
Describe any historic structures, archeological sites, and/or traditional cultural properties
on or in close proximity to the site. Include 1) historic designations; 2) known artifact
areas; and 3) architectural features. Attach letter received from the Minnesota State
Historic Preservation Office (SHPO). Discuss any anticipated effects to historic properties
during project construction and operation. Identify measures that will be taken to avoid,
minimize, or mitigate adverse effects to historic properties.
The Minnesota State Historic Preservation Office (SHPO) public map, MNSHIP, and Office of the
State Archaeologist (OSA) maps were reviewed for historic structures, archaeological sites, and
traditional cultural properties.
Existing Conditions
Eight archaeological sites were identified within the Study Area based on the results of the
review. All eight archaeological sites are in the northeast section of the Study Area and are
identified as 21SCb. Two historical buildings were identified within the Study Area. This includes
a historic barn, located on the east side of the Study Area, and log buildings, located in the
northeast portion of the Study Area. Trunk Highway 13, located in the eastern section of the
Study Area, is also identified as a potential historic resource. Nine archaeological sites were
identified within one mile of the Study Area. Five of these sites, identified as 21SCq, are located
east of the Study Area. The remaining sites are located west of the Study Area. Three of these
archaeological sites are identified as 21SCI and one is identified as 21SC0059 and 21SC0056.
Four historic buildings were identified within one mile of the Study Area. All four buildings are
located northeast of the Study Area. These historic buildings include one farmhouse, one house,
Hollywood Inn, and Craig’s Resort. The Shakopee Mdewakanton Sioux tribal government is
located north of the Study Area.
Proposed Conditions
The two scenarios would develop the Study Area into a mix of residential, retail, commercial, and
industrial land uses. As development progresses, archaeological assessments and coordination
with SHPO, OSA, and the Minnesota Indian Affairs Council (MIAC) may be necessary to identify
the potential for resources within the Study Area and determine potential for impact. If projects
are proposed that have a federal nexus, such as a federal permit or funding, Section 106 of the
Historic Preservation Act will also be applicable.
Item No. Mitigation Description
15.1 Complete archeological assessments and coordinate with SHPO, OSA, and MIAC as
development occurs.
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VISUAL
Scenic views or vistas may include spectacular viewing points along lakes, rivers or
bluffs; virgin timber tracts; prairie remnants; geological features; waterfalls; specimen
trees; or plots of wildflowers. Describe any project related visual effects such as vapor
plumes or glare from intense lights. Discuss the potential visual effects from the project.
Identify any measures to avoid, minimize, or mitigate visual effects.
No significant views as identified by the Comprehensive Plan are within or near the Study Area.
Site lighting under each scenario will be consistent with the City of Prior Lake zoning ordinances.
For multi-family, commercial, and industrial developments a lighting and photometric plan will be
developed and submitted to the City of Prior Lake during the site planning review and approval
stage.
Item No. Mitigation Description
16.1
A lighting and photometric plan will be developed and submitted to the City of Prior Lake
for multi-family, commercial and industrial developments during the site planning review
and approval stage.
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AIR
a. Stationary Source Emissions: Describe the type, sources, quantities, and compositions of
any emissions from stationary sources such as boilers or exhaust stacks. Include any
hazardous air pollutants, criteria pollutants, and any greenhouse gases. Discuss effects to
air quality including any sensitive receptors, human health, or applicable regulatory criteria.
Include a discussion of any methods used to assess the project’s effect on air quality and
the results of that assessment. Identify pollution control equipment and other measures that
will be taken to avoid, minimize, or mitigate adverse effects from stationary source
emissions.
The land uses evaluated by this AUAR will not involve projects that will have stationary source
emissions.
b. Vehicle Emissions: Describe the effect of the project’s traffic generation on air emissions.
Discuss the project’s vehicle-related emissions effect on air quality. Identify measures (e.g.,
traffic operational improvements, diesel idling minimization plan) that will be taken to
minimize or mitigate vehicle-related emissions.
Motor vehicles emit airborne pollutants (such as mobile source air toxics [MSATs]), thereby affecting
air quality. The Environmental Protection Agency (EPA) regulates air pollutants including ozone,
particulate matter, carbon monoxide, nitrogen dioxide, lead, and sulfur dioxide. Potential impacts
resulting from these pollutants are assessed by comparing estimated concentrations to National
Ambient Air Quality Standards (NAAQS). Advances in vehicle technology and fuel regulations will
result in reduced vehicle emissions.
c. Dust and Odors: Describe sources, characteristics, duration, quantities, and intensity of dust
and odors generated during project construction and operation. (Fugitive dust may be
discussed under Item 16a). Discuss the effect of dust and odors in the vicinity of the project
including nearby sensitive receptors and quality of life. Identify measures that will be taken to
minimize or mitigate the effects of dust and orders.
Fugitive dust will be generated during the construction phase of all proposed development
scenarios. Dust emissions will be controlled by watering, sprinkling, or calcium chloride applications,
as necessary. Contractors will maintain streets, alleys, sidewalks, and other public spaces adjacent
to construction activities to keep them free from dust, litter, and other debris in accordance with Prior
Lake City Ordinance (Ord. No. 10-636). Dust emissions are not expected during the operational
phase of any of the proposed development scenarios.
Item No. Mitigation Description
17.1 During construction, dust emissions will be controlled by watering, sprinkling, or calcium
chloride applications, as necessary.
17.2
During construction, contractors will maintain streets, alleys, sidewalks, and other public
spaces adjacent to construction activities to keep them free from dust, litter, and other
debris in accordance with Prior Lake City Ordinance.
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GREENHOUSE GAS (GHG) EMISSION/CARBON FOOTPRINT
a. GHG Quantification: For all proposed projects, provide quantification and discussion of
project GHG emissions. Include additional rows in the tables as necessary to provide
project-specific emission sources. Describe the methods used to quantify emissions. If
calculation methods are not readily available to quantify GHG emissions for a source,
describe the process used to come to that conclusion and any GHG emission sources not
included in the total calculation.
Analyses for GHG emissions for the Study Area under existing conditions, Scenario 1, and
Scenario 2 were prepared; each is shown in Appendix G. Project-specific emission sources and
references to the methods used to quantify emissions are included within the calculation tables
in Appendix G.
a. GHG Assessment
i. Describe any mitigation considered to reduce the project’s GHG emissions.
During this phase in land use planning, plans are not available and exploration and development
of potential mitigation practices is dependent on further development planning and design.
Proposed land use change scenarios increase housing density and availability of shops and
live-work units. Pedestrian, bicycle, and public transit infrastructure will accommodate this
increased density. These changes may encourage non-vehicle travel which would reduce GHG
emissions. The following are potential design strategies and sustainability measures that could
be considered for the proposed development to reduce emissions:
• Use energy efficient appliances, equipment, and lighting
• Energy efficient building shells
• Implement waste best management practices; recycle and compost appropriate material
when applicable
• On-site native landscaping to reduce potable water and pesticide use, along with the
inclusion of trees and tree trenches to improve local air quality, absorb greenhouse gas
emissions, and reduce local urban heat island effect
• Provide on-site electric vehicle charging infrastructure
• On-site solar PV installations
• Purchase of off-site carbon sequestration credits
• Grid-based wind and solar power purchases
Implementation of the above strategies will be evaluated on a case-by-case basis based on
feasibility, schedule, code requirements, and tenant considerations.
Transportation mitigation items outlined by this AUAR propose expansion of TH 13 and TH 282
and the addition of grade-separated interchanges. Any proposed highway expansion would
trigger a GHG Impact Assessment. A project that adds lane capacity of more than a half mile
(2,500 ft) or creates a new interchange on the highway system will need to assess the added
tailpipe emissions and vehicle miles traveled (VMT). At the time of development of these
transportation improvements, the lead transportation agency will complete MnDOT’s GHG
emissions impact analysis procedure.
ii. Describe and quantify reductions from selected mitigation, if proposed to
reduce the project’s GHG emissions. Explain why the selected mitigation
was preferred.
Project-specific site designs are not known at this phase land use planning, resulting in
uncertainty of any specific sustainability practices of the future development. Exploration of the
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aforementioned potential mitigation practices is dependent on further development planning and
design. The project will follow all applicable federal, state, and local standards and regulations
as required, through which further mitigation strategies may be required.
Both Scenarios significantly increase density of all uses over existing conditions, including
housing, industrial, and commercial. Table 12 shows a summary of proposed land use changes.
Because no project-specific data is available, this table is based off various assumptions,
including:
• average unit size of 2,100 square feet for rural density, urban low density, and urban
medium density areas,
• average unit size of 875 square feet for urban high density, and
• allowed Floor Area Ratio (FAR) for retail/general business (0.5 FAR), planned industrial
(1.0 FAR), and business park (0.3 FAR). Note that this represents the maximum allowed
for each land use and the city anticipates actual development for each of these land
uses being closer to a FAR of 0.25.
Table 12 – Development Scenarios for GHG Analysis
Existing Scenario 1 Scenario 2
Land Use
Res
Units Area (sqft) Res Units Area (sqft) Res Units Area (sqft)
Rural Density 61 127,785 - - - -
Urban Low Density 101 212,940 6,942 14,332,500 5,792 11,916,450
Urban Medium Density - - 1,098 2,306,010 2,812 5,906,040
Urban High Density - - - - 1,256 1,098,825
Retail/General Business - 2,047,320 - 3,920,400 - 3,114,540
Planned Industrial - 217,800 - 17,990,280 - 14,549,040
Business Park - - - - - 1,986,336
Residential Total 62 340,725 8,040 16,638,510 9,860.4 18,921,315
Commercial Total - 2,047,320 - 3,920,400 - 5,100,876
Industrial Total - 217,800 - 17,990,280 - 14,549,040
It is understood that mixed-use zones (allowing retail and commercial establishments near
housing) allow people to drive less and thus emit less greenhouse gases. Reductions from other
potential voluntary mitigation measures could also contribute to reducing overall GHG
emissions. In addition to these proposed mitigation efforts, the project may consider additional
strategies as it continues to move through the design process.
In both Scenarios, improved trail and sidewalk connections throughout the Study Area and
connecting to the surrounding network will be provided. Additionally, future transit routes may
occur near areas of increased residential density. Each Scenario’s potential impact on
transportation and reduction to single-occupancy vehicle travel is not accounted for in the
emissions analysis above.
The City of Prior Lake’s 2040 Comprehensive Plan cites opportunities for the city to incorporate
measures for energy use reduction and energy-related greenhouse gas emission reduction.
In residential areas, education campaigns, promoting recycling and composting opportunities,
efficient appliances and lighting incentives, renewable energy subscription incentives, rooftop
solar, and native plant sales are identified as measures the city may incorporate into its
community planning.
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In business and industrial (commercial) areas, energy-efficient construction and demolition
incentives, lighting upgrades, renewable energy use, and green infrastructure requirements are
identified as measures the city may incorporate into its community planning.
These potential programs and greenhouse gas reduction strategies were not explicitly
incorporated within the modeling methods; however, incorporating greenhouse gas mitigation
measures such as those mentioned above may further reduce greenhouse gas emissions
beyond what is provided in the Scenario estimates.
iii. Quantify the proposed projects predicted net lifetime GHG emissions (total tons/#of
years) and how those predicted emissions may affect achievement of the Minnesota
Next Generation Energy Act goals and/or other more stringent state or local GHG
reduction goals.
Minnesota’s Next Generation Energy Act requires the State to reduce greenhouse gas
emissions by 80% between 2005 and 2050, while supporting clean energy, energy efficiency,
and supplementing other renewable energy standards. The City’s 2040 Comprehensive Plan,
among the sustainable energy action items, aims to maximize and incentivize renewable energy
where feasible and develop a CO2 emissions reduction goal and plan for city buildings,
services, and vehicles.
Methods for modeling air emissions were completed in accordance with EAW (Environmental
Assessment Worksheet) standards. The expected lifespan of projects in the Study Area, upon
full build out, is 60 years. The project’s predicted annualized operational net GHG emissions
over the lifespan are estimated at 749,012.48 CO2e metric tons per year for Scenario 1 or
623,237.99 CO2e metric tons per year for Scenario 2 (Appendix G). Table 13 presents a
summary of modeled emissions for existing and proposed development Scenarios.
The GHG assessment was completed to represent a full build-out condition and maximum
density within the Study Area. Projects will actually develop over the next 20 – 30 years, and be
phased as market conditions dictate. Additionally, the GHG model does not consider non-
buildable area (e.g., wetlands, poor soils) and development will likely be less dense that what is
allowed by the city’s ordinances. Actual project development is likely to result in slightly lower
CO2e emissions than presented. The City will continue to encourage developers to incorporate
GHG emission reduction efforts into site design.
Table 13 – GHG Emissions Summary
Phase
Cumulative
C02e
Emissions
(Existing)
Annualized
C02e
Emissions
(Existing)
Cumulative
C02e
Emissions
(Scenario 1)
Annualized
C02e
Emissions
(Scenario 1)
Cumulative
C02e
Emissions
(Scenario 2)
Annualized
C02e
Emissions
(Scenario 2)
Construction 33,109.72 447.43 99,960.32 1,350.82 99,970.35 1,350.95
Construction
Equipment 33,109.72 447.43 99,697.76 1,347.27 99,697.76 1,347.27
Land Use
Change
(construction) - - 262.56 3.55 272.59 3.68
Operation 1,088,300.44 14,706.76 55,426,923.53 749,012.48 46,119,611.07 623,237.99
Building
energy
consumption 1,003,695.63 13,563.45 54,508,931.19 736,607.18 45,087,199.04 609,286.47
HFC leakage 84,604.81 1,143.31 917,992.34 12,405.30 1,032,412.03 13,951.51
Total 1,121,410.16 15,154.19 55,526,883.85 750,363.30 46,219,581.42 624,588.94
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Overall, both proposed Scenarios will significantly increase land use density within the project
area when compared to existing conditions. These estimates do not account for future
integration of energy or transportation goals that are referenced in the city’s Comprehensive
Plan.
Developments within each Scenario could also implement any applicable state or local GHG
goals as determined by the City or project proposers. The proposer may explore additional
sustainability measures such as the examples listed above to reduce operational emissions to
the extent practicable. The proposed project will be built in compliance with state regulations
and city building codes.
Item No. Mitigation Description
18.1 Developers will consider design strategies and sustainability measures that could reduce
emissions.
18.2
A GHG Impact Assessment will be completed during design if TH 13 and TH 282
expansion and/or grade-separated interchange projects occur. The lead transportation
agency will complete this assessment during design using MnDOT’s guidance: How to
assess project impacts and offset (PDF), or current guidance available at the time of
development.
NOISE
Describe sources, characteristics, duration, quantities, and intensity of noise generated
during project construction and operation. Discuss the effect of noise in the vicinity of the
project including 1) existing noise levels/sources in the area; 2) nearby sensitive receptors;
3) conformance to state noise standards; and 4) quality of life. Identify measures that will be
taken to minimize or mitigate the effects of noise.
Per the AUAR guidelines, construction noise does not need to be addressed unless there are
unusual circumstances that warrant it. No unusual circumstances are anticipated that would
warrant a detailed noise analysis. Construction activities will be conducted in compliance with
the City of Prior Lake noise ordinances (5-102) to minimize noise levels and disturbances, and
construction activities will cease from 7:00 pm to 7:00 am Monday through Saturdays, and from
7:00 pm to 8:00 am on Sundays and legal holidays. The Study Area will be constructed so that
noise sensitive areas (i.e., residential units) will have sufficient setbacks from noise sources to
limit noise disturbances. Specifics regarding setback distances will be determined as the project
develops. Permits related to construction noise will be obtained prior to the start of construction.
A sound level increase of 3 dBA is barely discernible to the human ear, a 5 dBA increase is
clearly discernible, and a 10 dBA increase is perceived as being twice as loud. For example, if
the sound level of light traffic is 60 dBA and the sound level of heavy traffic is 70 dBA, the heavy
traffic will be perceived as twice as loud as the light traffic.
The change in traffic sound levels is not anticipated to be readily perceptible.
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Item No. Mitigation Description
19.1
Construction activities will be conducted in compliance with the City of Prior Lake noise
ordinances to minimize noise levels and disturbances, and construction activities will
cease from 7:00 pm to 7:00 am Monday through Saturdays, and from 7:00 pm to 8:00 am
on Sundays and legal holidays.
19.2 The Study Area will be constructed so that noise sensitive areas (i.e., residential units) will
have sufficient setbacks from noise sources to limit noise disturbances.
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TRANSPORTATION
a. Describe Traffic. Describe traffic-related aspects of project construction. Include 1) existing
and proposed additional parking space; 2) estimate total average daily traffic generated; 3)
estimate maximum peak hour traffic generated and time of occurrence; 4) source of trip
generation rates used in the estimate; and 5) availability of transit and/or other alternative
transportation modes.
b. Discuss the effect on traffic congestion on affected roads and describe any traffic
improvements necessary. The analysis must discuss the project’s impact on regional
transportation system.
c. Identify measures that will be taken to minimize project related transportation effects.
A Traffic Analysis has been completed for the proposed Study Area. The following sections provide
a summary of the Traffic Study. The full Traffic Study can be found in Appendix H. Note that
proposed parking space information is unavailable, as specific uses have not been identified yet. As
developments are identified in the area, parking spaces shall be reviewed to meet City Code.
EXISTING CONDITIONS
Existing Roadways
The roadways that currently provide access to or are adjacent to the site are TH 13, TH 282,
Marschall Road, Baseline Avenue, 160th Street, 170th Street, Shoreline Boulevard, Stemmer Ridge
Road, and Vergus Avenue. Each is discussed below:
TH 13 is a rural two-lane undivided state highway with a Minor Arterial functional classification.
South of TH 282, TH 13 is a north-south route, and then turns into an east-west route, east of TH
282. Paved shoulders are present along TH 13. The existing Average Daily Traffic (ADT) on TH 13
is 7,400 vehicles per day (vpd) south of TH 282 and 7,200 vpd east of TH 282 within the Study Area.
The roadway has a posted speed limit of 60 mph.
TH 282 is a rural two-lane undivided east-west state highway with a Minor Arterial functional
classification. Paved shoulders are present along TH 282. The existing ADT on TH 282 is 5,400 vpd
within the Study Area. The roadway has a posted speed limit of 60 mph.
Marschall Road (CSAH 17): Marschall Road is a rural two-lane undivided north-south Scott County
roadway with a Minor Arterial functional classification. Paved shoulders are present along Marschall
Road. The existing ADT on Marschall Road is 5,700 vpd between TH 282 and 170th Street, 7,500
vpd north of 170th Street within the Study Area. The roadway has a posted speed limit of 55 mph.
Baseline Avenue (CR 79) is a rural two-lane undivided north-south Scott County roadway with a
Major Collector functional classification. Gravel shoulders are present along Baseline Avenue. The
existing ADT on Baseline Avenue is 900 vpd within the Study Area. The roadway has a statutory
speed limit of 55 mph.
160th Street is a rural two-lane undivided east-west City roadway with a Local functional
classification. 160th Street is unpaved, and ADT data is not available.
170th Street is a rural two-lane undivided east-west City roadway with a Local functional
classification. 170th Street is unpaved, and ADT data is not available.
Shoreline Boulevard (CSAH 12) is an urban two-lane undivided east-west Scott County roadway
with a Major Collector functional classification. Sidewalks are present on both sides of Shoreline
Boulevard. The existing ADT on Shoreline Boulevard is 2,200 vpd within the Study Area. The
roadway has a posted speed limit of 40 mph.
Stemmer Ridge Road is an urban two-lane undivided north-south City roadway with a Minor
Collector functional classification. Sidewalks are present on both sides of Stemmer Ridge Road. The
March 2026
Final AUAR Page 66
existing ADT on Stemmer Ridge Road is 1,100 vpd within the Study Area. The roadway has a
posted speed limit of 30 mph.
Vergus Avenue is rural two-lane undivided north-south City roadway with a Local functional
classification. No shoulders are present along Vergus Avenue and ADT data is not available. The
roadway has a posted speed limit of 30 mph north of TH 13 and 55 mph south of TH 13.
Existing Traffic Volumes
Weekday AM and PM peak hour turning movement traffic volumes were collected as part of the
traffic analysis. Turning movement count data was collected on Tuesday, May 13, 2025. The AM
peak hour varied across the network, between 6:30 AM and 8:00 AM, and the PM peak hour was
between 4:00 PM and 6:00 PM. Appendix H contains detailed information about existing traffic
volumes.
Existing Transit Routes
There are no transit routes within the Study Area. Minnesota Valley Transit Authority local route 447,
490, 495, and 499 are located northeast of the Study Area (Figure 16). These routes include
transportation for the following:
• Route 447 is a local bus route between Apple Valley Transit Station, Burnsville Center, Savage,
Prior Lake, and Mystic Lake Casino.
• Route 490 is an express route between Downtown Prior Lake, Southbridge Park and Ride, and
Downtown Minneapolis and the University of Minnesota.
• Route 495 is an express route between Shakopee, Burnsville, the Mall of America, and the
Minneapolis-Saint Paul International Airport.
• Route 499 is a local route serving Marschall Road Transit Station, St. Francis Regional Medical
Center, Southwest Intermediate School, Workforce Center, Sam’s Club, Shakopee High School,
and Walmart.
Service routes may change and developers should reference current service routes.
March 2026
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Figure 16 – Existing Transit Routes
March 2026
Final AUAR Page 68
Existing Bicycle and Pedestrian Facilities
In the Study Area there are pedestrian and bike facilities that provide access to the site.
Sidewalks/trails within the site are:
• Sidewalk on the south side of 170th Street E, west of County Highway 17.
• Sidewalk on the north, east, and west sides of Sunflower Wy NW, south of 170th Street E.
• Sidewalk on the north side of Sunshine Curve NW, south of 170th Street E.
• Trail on the north side of Shoreline Blvd NW, east of County Highway 17.
• Sidewalk on the south side of Shoreline Blvd NW, east of County Highway 17.
• Trail south of Shoreline Blvd NW and west of Sunset Ave NW.
• Snowmobile trail along State Highway 13. Trail continues outside Study Area.
There are no signalized intersections within the Study Area.
The neighborhood on the eastern portion of the Study Area has sidewalks on east-west routes such
as 170th Street E and along residential streets. The only sidewalks within the neighborhoods in the
Study Area are to the east, on Sunflower Way NW and Sunshine Curve NW.
There are existing pedestrian and bike facilities northeast of the Study Area. Sidewalks/trails
adjacent to the Study Area include:
• Sidewalks on the east and west side of Stemmer Ridge Rd NW.
• Trails on the east and west side of Stemmer Ridge Rd NW.
• Trail on the north side of Belmont Ave NW, east of County Highway 17.
• Sidewalk south of 165th Street NW, west of Stemmer Ridge Road NW.
• Sidewalk west of Brentwood Pass NW, south of 165th Street NW.
• Trail on the north side of Shoreline Blvd NW, east of Stemmer Ridge Rd NW.
• Trail east of Stammer Ridge Road NW, north of Spring Lake Regional Trail.
• Spring Lake Regional Trail, east of Stemmer Ridge Rd NW connecting to Shoreline Blvd.
• Trail south of Shoreline Blvd NW, connecting to Spring Lake Regional Trail.
• Sidewalk south of Shoreline Blvd NW, east of County Highway 17.
• Sidewalk on the south side of Shoreline Blvd NW, east of County Highway 17.
• Sidewalk along Maple Grove Ln, south of Shoreline Blvd NW.
Figure 7 shows the existing pedestrian and bike facilities including existing sidewalk gaps.
PROPOSED CONDITIONS
The proposed conditions related to bicycle and pedestrian facilities remain largely the same between
both development scenarios (Figure 7) and would include a comprehensive network of sidewalks
and trails to better connect the Study Area to surrounding neighborhoods and provide alternative
modes of transportation. Around Campbell Lake, a network of trails would provide access to the lake
and associated recreational opportunities. The Scott County 2040 Comprehensive Plan also
identified a search area within the Study Area for future extension of the Spring Lake Regional Trail.
The proposed network would be planned to achieve the following goals:
• Prioritize accessibility for pedestrians and bicyclists.
• Provide a comprehensive system of sidewalks trails, and on-street bike lanes as development
occurs.
• Connect proposed internal trails to existing nearby community/ regional trails, neighborhoods,
parks, community destinations.
• Create a wayfinding signage program for pedestrians/bicyclists.
• Provide ADA compliant pedestrian crossings and routes.
The construction of trails within the Study Area will be phased with development and/or implemented
along with roadway improvements as they occur.
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Traffic Projections
In order to analyze the land use scenarios and determine the appropriate lane configuration and
traffic control needs on the area roadways and intersections; projected traffic volumes were
determined. Projections were prepared for the 2030 opening year, 2040 interim year, and 2050
horizon year. Note that development timing may not directly correlate with the study years analyzed
and specific uses have not yet been provided. As developments are approved in the area, impacted
intersections shall be re-evaluated for the specific land uses and densities. The following sections
outline the projected background traffic growth, traffic generation from the Study Area, as well as the
traffic distribution and projected traffic volumes.
The estimated trip generation for both of the proposed development scenarios is shown in Table 14
and Table 15. The trip generation rates used to estimate the proposed area traffic is based on
similar land uses as documented in the Institute of Transportation Engineers (ITE) Trip Generation
Manual, 12th Edition. Additional information about the methods used in this analysis is included in
Appendix H.
Table 14 – Scenario 1: Trip Generation
Source: Institute of Transportation Engineers; Trip Generation Manual, 12th Edition
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Table 15 – Scenario 2: Trip Generation
Source: Institute of Transportation Engineers; Trip Generation Manual, 12th Edition
March 2026
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Proposed Development Area Traffic Distribution
Area generated trips were distributed to the adjacent roadway system based on several factors
including the information in the Traffic Study, anticipated origins and destinations for the land use,
existing travel patterns, distance from nearest arterial/collector, and future roadway connections.
Based on these parameters, the following general traffic distribution was used to distribute the
projected traffic volumes to the area roadway network:
• 20% to/from the west on TH 282
• 1%-5% to/from the west on 170th St
• 1%-5% to/from the west on 160th St
• 5% to/from the south on TH 13
• 1% to/from the south on Baseline Ave
• 20% to/from the east on TH 13
• 5% to/from the east on Shoreline Blvd
• 35%-45% to/from the north on CSAH 17
• 1%-5% to/from the north on Townline Ave
• 1% to/from the north on Stemmer Ridge Rd
Projected Traffic Volumes
Traffic forecasts were prepared for the 2030, 2040, and 2050 No-Build and Build conditions.
Based on the forecasts in the Scott County 2040 Comprehensive Plan, roadways within the
project area are expected to experience 1.7% to 3.6% annual growth. It is expected that a large
percentage of that growth will be due to the development of the Annexation AUAR area. To avoid
double-counting growth, historical AADT volumes were reviewed in the area and a conservative
1.0% annual growth rate was applied to the Existing traffic volumes on adjacent roadways to
determine the future peak hour No-Build traffic volumes. Also included in the background traffic is
the Shakopee Mdewakanton Sioux Community (SMSC) development, proposed north of 160th
Street by year 2030. This development will include 133 acres of light industrial (60%) and RV
Park (40%), with an access being provided on 160th Street.
TRAFFIC OPERATIONS ANALYSIS
Existing and forecasted traffic operations were evaluated at the impacted area intersections in the
Study Area. The analysis was conducted for the following scenarios.
1. Existing 2025 Conditions
2. Projected 2030 No-Build
3. Projected 2030 Build Scenario 1 (Comp Plan) / Scenario 2
4. Projected 2040 No-Build
5. Projected 2040 Build Scenario 1 (Comp Plan)
6. Projected 2040 Build Scenario 2
7. Projected 2050 No-Build
8. Projected 2050 Build Scenario 1 (Comp Plan)
9. Projected 2050 Build Scenario 2
The methodology and more information for this analysis is included in Appendix H.
2030-2050 No-Build Analysis
Table 16 summarizes the LOS and delays at the primary intersections in the Study Area based
on the current lane geometry, traffic control and projected 2030-2050 traffic volumes without any
of the AUAR development. Background growth and trips from the SMSC development north of
the Study Area are included in the 2030-2050 No-Build analysis.
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Table 16 – 2030-2050 No-Build Traffic Operations Summary
C = Overall LOS, (D) = Worst movement LOS, (1) = Overall Delay in sec/veh (worst movement for thru-stop intersections)
2030 No-Build analysis results: All intersections are expected to operate similar to existing
conditions with a slight increase in delay, but at an acceptable overall LOS C or better during the
weekday AM peak hour and LOS D or better during the weekday PM peak hour. The 160th Street
approach at Marschall Road is expected to see higher delays with the SMSC development going
in. All movements on the network are expected to continue operating at LOS D or better, except
for the southbound through/left-turn movement on Marschall Road at TH 282 during the PM peak
hour. Maximum queues for that lane are expected to reach over 500 feet if the intersection is not
improved.
2040 No-Build analysis results: All intersections are expected to operate similar to the 2030 No-
Build conditions with a slight increase in delay, but at an acceptable overall LOS C or better
during the weekday AM and PM peak hours, except for the Marschall Road and TH 282
intersection. All movements are expected to continue operating at LOS D or better except the
southbound approach of Marschall Road at TH 282. The through and left-turn movements during
the PM peak hour are expected to operate at a failing level, with a maximum queue of 710 feet. If
a southbound left-turn lane was added to this approach, all movements would operate at a LOS D
or better.
2050 No-Build analysis results: All intersections are expected to operate similar to the 2040 No-
Build conditions with a slight increase in delay, but at an acceptable overall LOS C or better
during the weekday AM and PM peak hours, except for the intersection of Marschall Road and
TH 282. All movements are expected to continue operating at LOS D or better except the
southbound approach (LOS F) of Marschall Road at TH 282 and eastbound left-turn movement
(LOS E) on 160th Street at Marschall Road. The southbound approach on Marschall Road is
expected to have a maximum queue of over 1,500 feet if the intersection with TH 282 is not
improved. If a southbound left-turn lane was added to this approach, all movements would
operate at a LOS E or better.
2030-2050 Build Analysis – Scenario 1 (Comp Plan)
Table 17 summarizes the LOS and delays at the primary intersections in the Study Area. The
2030 Build Scenario 1 includes the first phase of development and utilizes the existing lane
Co
n
t
r
o
l
Intersection
2030 No-Build 2040 No-Build 2050 No-Build
AM PM AM PM AM PM
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
TWSC Baseline Ave & 160th St 8 (A) 4 (A) 8 (A) 5 (A) 8 (A) 4 (A)
TWSC Marschall Rd & 160th St 9 (A) 31 (D) 12 (B) 32 (D) 13 (B) 39 (E)
TWSC Baseline Ave & 170th St 3 (A) 6 (A) 4 (A) 4 (A) 5 (A) 5 (A)
TWSC Marschall Rd & 170th St 13 (B) 23 (C) 15 (C) 30 (D) 16 (C) 27 (D)
TWSC Shoreline Blvd & Stemmer 6 (A) 6 (A) 6 (A) 6 (A) 6 (A) 6 (A)
TWSC TH 282 & Baseline Ave 11 (B) 18 (C) 12 (B) 21 (C) 10 (B) 19 (C)
AWS TH 282 & Marschall Rd 17 (C) 31 (D) 17 (C) 40 (E) 20 (C) 83 (F)
TWSC TH 13 & Marschall Rd 19 (C) 8 (A) 15 (C) 8 (A) 11 (B) 8 (A)
TWSC TH 13 & TH 282 5 (A) 7 (A) 5 (A) 6 (A) 5 (A) 7 (A)
TWSC TH 13 & Vergus Ave 12 (B) 12 (B) 11 (B) 12 (B) 12 (B) 13 (B)
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geometry and traffic control. The 2040 Build Scenario 1 includes the first and second phases of
development and utilizes the recommended mitigation measures from the 2030 Build Scenario 1.
The 2050 Build Scenario 1 includes full build out of the area and utilizes the recommended
mitigation measures from the 2040 Build Scenario 1. Table 18 summarizes the LOS and delays
for mitigation measures used for improving intersections during each Build year.
Table 17 – 2030-2050 Build Traffic Operations Summary: Scenario 1
C = Overall LOS, (D) = Worst movement LOS, (1) = Overall Delay in sec/veh (worst movement for thru-stop intersections)
2030 Build Scenario 1 analysis results: A majority of intersections are expected to operate similar
to 2030 No-Build conditions with a slight increase in delay. However, the southbound Marschall
Road approach at TH 282 is expected to experience a failing LOS during the PM peak hour, with
maximum queues reaching 1,300 feet. The minor approaches of 170th Street and Shoreline
Boulevard at Marschall Road are also expected to experience failing levels of service due to the
lack in gaps on Marschall Road. Maximum westbound queues are expected to reach nearly 400
feet and eastbound queues expected to reach over 140 feet. Based on discussion with local
agencies, a roundabout is planned at both intersections with failing movements.
2030 Build Scenario 1 Mitigation: A single-lane roundabout was analyzed at both intersections
using HCS. Separate turn lanes on 160th Street at Marschall Road were also analyzed to reduce
delays for the stop-controlled approach. Eastbound right-turn movement delays were significantly
improved, but the left-turn movement is expected to fail if the intersection remains full access.
2040 Build Scenario 1 analysis results: It was assumed that the intersection of Marschall Road
and 160th Street will become a ¾ access, as the eastbound left-turn movement was failing in the
2030 Build condition. Several intersections are expected to have movements that experience
delays with failing movements, primarily during the PM peak hour. The single lane roundabouts
included from the 2030 mitigation on Marschall Road at Shoreline Boulevard and TH 282/TH 13
are expected to have excessive delays for the southbound and eastbound approaches. All
Co
n
t
r
o
l
Intersection
2030 Build 2040 Build (with
2030 mitigations)
2050 Build (with
2040 mitigations)
AM PM AM PM AM PM
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
TWSC Baseline Ave & 160th St 8 (A) 10 (B) 10 (B) 11 (B) 33 (D) 140 (F)
TWSC Marschall Rd & 160th St 12 (B) 162 (F) 6 (A) 530 (F) 35 (E) 824 (F)
TWSC Baseline Ave & 170th St 8 (A) 9 (A) 12 (B) 13 (B) 651 (F) 1896 (F)
TWSC Marschall Rd & 170th St 36 (E) 244 (F) - - - -
RAB - - 45 142 12 21
TWSC Shoreline Blvd & Stemmer 7 (A) 8 (A) 9 (A) 11 (B) 12 (B) 18 (C)
TWSC TH 282 & Baseline Ave 12 (B) 17 (C) 31 (D) 213 (F) - -
Signal - - - - 36 (D) 144 (F)
AWS TH 282 & Marschall Rd 20 (C) 101 (F) - - - -
TWSC TH 13 & Marschall Rd 11 (B) 7 (A) - - - -
RAB TH 13/TH 282 & Marschall - - 39 116 - -
TWSC TH 13 & TH 282 5 (A) 5 (A) - - - -
Signal TH 282 & SB Marschall Ramp - - - - 50 (D) 106 (F)
Signal TH 282 & NB Marschall Ramp - - - - 21 (C) 85 (F)
TWSC TH 13 & Vergus Ave 8 (A) 13 (B) 13 (B) 18 (C) 759 (F) 1414 (F)
March 2026
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movements are expected to operate at LOS D or better except the several movements at the
following intersections: Marschall Road and 160th Street, Marschall Road and 170th Street/
Shoreline Boulevard, TH 282 and Baseline Ave, and Marschall Road and TH 282/ TH 13.
2040 Build Scenario 1 Mitigation: To improve the delay and level of service at the intersections
with movements at LOS E/F or queuing issues, mitigation improvements were analyzed. The
following mitigation options for Scenario 1 included:
1) Four-lane divided section on Marschall Road
2) Marschall Road and 160th Street (Three-quarter access)
a) Northbound left-turn lane (bypass lane removed)
3) Marschall Road and 170th Street/ Shoreline Boulevard
a) Interchange (grade-separated roundabout concept)
b) 2x1 Roundabout (two northbound/southbound lanes)
4) TH 282 and Baseline Avenue
a) Exclusive turn lanes on all approaches
5) Marschall Road and TH 282/ TH 13
a) Interchange (with signalized ramp intersections)
b) 2x1 Roundabout (two northbound/southbound lanes)
2050 Build Scenario 1 analysis results: A majority of intersections are expected to have
movements that experience delays with failing movements during peak hours and problematic
queue lengths. Side streets at unsignalized intersections along Marschall Road, Baseline
Avenue, TH 282, and TH 13 will experience excessive delays and queueing with full buildout of
the area. The proposed grade separation at TH 282 and TH 13 will require a Level 1 layout and
further coordination with MnDOT’s Geometric Design Support Unit (GDSU) and Metro District
Design as concepts/layouts are developed.
2050 Build Scenario 1 Mitigation: To improve the delay and level of service at the intersections
with movements at LOS E/F and queuing issues, mitigation improvements were analyzed for
Scenario 1. Note that at-grade roundabouts are not recommended in year 2050 on Marschall
Road with 170th Street/Shoreline Boulevard or TH 282/TH 13 due to excessive delays and
queuing on east/west approaches. Mitigation Options for Scenario 1 include:
1) Four-lane divided section on TH 282 and TH 13
2) Marschall Road and 160th Street
a) Yield-controlled eastbound right-turn lane with acceleration lane
b) Removal of northbound left-turn lane (traffic to utilize future roundabout at CSAH
17/CSAH 82 to U-turn and make a southbound right-turn at 160th Street)
3) Baseline Ave and 160th Street
a) Exclusive turn lanes on all approaches
4) Baseline Avenue and 170th Street
a) Traffic Signal with exclusive turn lanes
5) TH 282 and Baseline Avenue
a) Dual southbound left-turn lanes
6) Marschall Road and TH 282/ TH 13
a) Add dual northbound left-turn lanes on the northbound ramp
b) Add dual southbound left-turn lanes on the southbound ramp
7) TH 13 and Vergus Avenue:
a) Traffic Signal and exclusive northbound right-turn lane
With the four-lane divided sections on TH 282 and TH 13 and exclusive turn lanes and traffic
signal improvements, all intersections are expected to operate at a LOS D or better during peak
hours. A majority of movements are expected to operate at a LOS C or better, with a few LOS
D/LOS E exceptions at the Baseline Avenue intersections with 160th Street and TH 282.
March 2026
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Table 18 – 2030-2050 Build Traffic Operations Summary - Scenario 1 with Intersection Mitigation
C = Overall LOS, (D) = Worst movement LOS, (1) = Overall Delay in sec/veh (worst movement for thru-stop intersections) (2) = No
improvements analyzed
2030-2050 Build Analysis – Scenario 2
Table 19 summarizes the LOS and delays at the primary intersections in the Study Area. The
2030 Build Scenario 2 includes the first phase of development and utilizes the existing lane
geometry and traffic control. Note that 2030 Build Scenario 1 and Scenario 2 have the same trip
generation and were therefore the same analysis. The 2040 Build Scenario 2 includes the first
and second phases of development and utilizes the recommended mitigation measures from the
2030 Build Scenario 2. The 2050 Build Scenario 12 includes full build out of the area and utilizes
the recommended mitigation measures from the 2040 Build Scenario 2. Table 20 summarizes the
LOS and delays for mitigation measures used for improving intersections during each Build year.
Table 19 – 2030-2050 Build Traffic Operations Summary - Scenario 2
Co
n
t
r
o
l
Intersection
2030 Build 2040 Build (with
2030 mitigations)
2050 Build (with
2040 mitigations)
AM PM AM PM AM PM
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
TWSC Baseline Ave & 160th St (2) (2) (2) (2) 18 (C) 48 (E)
TWSC Marschall Rd & 160th St 12 (B) 117 (F) 6 (A) 16 (C) 4 (A) 8 (A)
TWSC Baseline Ave & 170th St (2) (2) (2) (2) - -
Signal - - - - 13 (B) 18 (B)
TWSC Marschall Rd & 170th St - - - - - -
RAB 9 16 7 9 (2) (2)
TWSC Shoreline Blvd & Stemmer (2) (2) (2) (2) (2) (2)
TWSC TH 282 & Baseline Ave (2) (2) 17 (C) 49 (E) - -
Signal - - - - 20 (C) 35 (D)
RAB TH 13/TH 282 & Marschall 12 23 - - - -
Signal TH 282 & SB Marschall Ramp - - 16 (B) 19 (B) 17 (B) 17 (B)
Signal TH 282 & NB Marschall Ramp - - 14 (B) 17 (B) 14 (B) 19 (B)
TWSC TH 13 & Vergus Ave (2) (2) (2) (2) - -
Signal - - - - 14 (B) 19 (B)
Co
n
t
r
o
l
Intersection
2030 Build 2040 Build (with
2030 mitigations)
2050 Build (with
2040 mitigations)
AM PM AM PM AM PM
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
TWSC Baseline Ave & 160th St 8 (A) 10 (B) 13 (B) 11 (B) 48 (E) 362 (F)
TWSC Marschall Rd & 160th St 12 (B) 162 (F) 9 (A) 530 (F) 54 (F) 942 (F)
TWSC Baseline Ave & 170th St 8 (A) 9 (A) 17 (C) 13 (B) 807 (F) 2131 (F)
TWSC Marschall Rd & 170th St 36 (E) 244 (F) - - - -
RAB - - 156 334 40 80
TWSC Shoreline Blvd & Stemmer 7 (A) 8 (A) 11 (B) 11 (B) 16 (C) 22 (C)
TWSC TH 282 & Baseline Ave 12 (B) 17 (C) 42 (E) 213 (F) - -
Signal - - - - 34 (C) 172 (F)
March 2026
Final AUAR Page 76
C = Overall LOS, (D) = Worst movement LOS, (1) = Overall Delay in sec/veh (worst movement for thru-stop intersections)
2030 Build Scenario 2 analysis results: See 2030 Build Scenario 1 analysis results in previous
section.
2030 Build Scenario 2 Mitigation: See 2030 Build Scenario 1 Mitigation in previous section.
2040 Build Scenario 2 analysis results: It was assumed that the intersection of Marschall Road
and 160th Street will become a ¾ access, as the eastbound left-turn movement was failing in the
2030 Build condition. Several intersections are expected to have movements that experience
delays with failing movements during both peak hours. The single lane roundabouts included
from the 2030 mitigation on Marschall Road at Shoreline Boulevard and TH 282/TH 13 are
expected to have excessive delays for all approaches. Southbound maximum queues may
extend back approximately ½ mile at both roundabouts during the PM peak hour. All movements
will be operating at LOS D or better except the several movements at the following intersections:
Marschall Road and 160th Street, Marschall Road and 170th Street/ Shoreline Boulevard, TH 282
and Baseline Ave, and Marschall Road and TH 282/ TH 13.
2040 Build Scenario 2 Mitigation: To improve the delay and level of service at the intersections
with movements at LOS E/F or queuing issues, mitigation improvements were analyzed. All of the
mitigation options for Scenario 1 were included, in addition to installing a traffic signal at TH 282
and Baseline Avenue.
2050 Build Scenario 2 analysis results: A majority of intersections are expected to have
movements that experience delays with failing movements during peak hours. Side streets at
unsignalized intersections along Marschall Road, TH 282, and TH 13 will experience excessive
delays and queueing with full buildout of the area. With increasing traffic volumes on TH 282 and
TH 13, a two-lane roadway will be unable to serve the area and many intersections are
overcapacity.
2050 Build Scenario 2 Mitigation: To improve the delay and level of service at the intersections
with movements at LOS E/F and queuing issues, mitigation improvements were analyzed for
Scenario 1. Note that at-grade roundabouts are not recommended in year 2050 on Marschall
Road with 170th Street/Shoreline Boulevard or TH 282/TH 13 due to excessive delays and
queuing on east/west approaches. All of the mitigation options for Scenario 1 were included, in
addition to adding yielding right-turn lanes to all approaches of the roundabout at Marschall Road
and 170th Street/ Shoreline Boulevard.
With the four-lane divided sections on TH 282 and TH 13, exclusive turn lanes improvements and
additional traffic signals, all intersections are expected to operate at a LOS D or better during
peak hours.
AWS TH 282 & Marschall Rd 20 (C) 101 (F) - - - -
TWSC TH 13 & Marschall Rd 11 (B) 7 (A) - - - -
RAB TH 13/TH 282 & Marschall - - 182 383 - -
TWSC TH 13 & TH 282 5 (A) 5 (A) - - - -
Signal TH 282 & SB Marschall Ramp - - - - 101 (F) 137 (F)
Signal TH 282 & NB Marschall Ramp - - - - 19 (B) 101 (F)
TWSC TH 13 & Vergus Ave 8 (A) 13 (B) 14 (B) 18 (C) 725 (F) 1560 (F)
March 2026
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Table 20 – 2030-2050 Build Traffic Operations Summary - Scenario 2 with Intersection Mitigation
C = Overall LOS, (D) = Worst movement LOS, (1) = Overall Delay in sec/veh (worst movement for thru-stop intersections) (2) = No
improvements analyzed
Item No. Mitigation Description
20.1
Implement intersection improvements outlined in traffic study at:
• Baseline Avenue & 160th Street
• Marschall Road & 160th Street
• Baseline Avenue & 170th Street
• Marschall Road & 170th Street/Shoreline Boulevard
• TH 282 & Baseline Avenue
• TH 13 & Vergus Avenue
• TH 13/TH 282 & Marschall Road
20.2 Construct trail and sidewalk connections within the Study Area and to the surrounding
network.
20.3 Update traffic studies, as needed, as development progresses.
20.4
Lead transportation agency will prepare a Level 1 layout and coordinate with MnDOT’s
Geometric Design Support Unit (GDSU) and Metro District Design as concepts/layouts of
the proposed grade separation at TH 282 and TH 13 are developed.
Co
n
t
r
o
l
Intersection
2030 Build 2040 Build (with
2030 mitigations)
2050 Build (with
2040 mitigations)
AM PM AM PM AM PM
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
Delay (1)
(LOS)
TWSC Baseline Ave & 160th St (2) (2) (2) (2) 30 (D) 82 (F)
TWSC Marschall Rd & 160th St 12 (B) 117 (F) 9 (A) 25 (D) 4 (A) 9 (A)
TWSC Baseline Ave & 170th St (2) (2) (2) (2) - -
Signal - - - - 16 (B) 20 (C)
TWSC Marschall Rd & 170th St - - - - - -
RAB 9 16 9 12 12 15
TWSC Shoreline Blvd & Stemmer (2) (2) (2) (2) (2) (2)
TWSC TH 282 & Baseline Ave (2) (2) 16 (B) 24 (C) - -
Signal - - - - 21 (C) 40 (D)
RAB TH 13/TH 282 & Marschall 12 23 - - - -
Signal TH 282 & SB Marschall Ramp - - 20 (C) 25 (C) 20 (C) 16 (B)
Signal TH 282 & NB Marschall Ramp - - 19 (B) 18 (B) 16 (B) 22 (C)
TWSC TH 13 & Vergus Ave (2) (2) (2) (2) - -
Signal - - - - 14 (B) 17 (B)
March 2026
Final AUAR Page 78
CUMULATIVE POTENTIAL EFFECTS
Cumulative effects are impacts on the environment resulting from the incremental impact of the
action when added to other past, present, and reasonably foreseeable future actions regardless
of whom undertakes said actions. Areas considered for cumulative effects are those that are
adjacent to the Study Area and includes projects that would be constructed in the foreseeable
future.
Prior Lake city staff have received site plans for preliminary review of low density residential
subdivisions within the Study Area; however, no private developments have formally submitted
applications for development in or adjacent to the Study Area in either Prior Lake or Shakopee.
Scott County is currently in the design phase for improvements to CH 17 between the northern
portion of the Study Area and CH 12. These planned improvements are consistent with the
improvements outlined in the Traffic Study and no additional environmental effects are expected.
OTHER POTENTIAL ENVIRONMENTAL EFFECTS
No other potential environmental effects are anticipated as a result of the construction and
operation of any of the proposed development scenarios.
March 2026
Final AUAR Appendix
APPENDIX A
TAX PARCELS
Appendix A – Tax Parcel IDs within AUAR Study Area
110930050 110210010 254910010
110610040 110610050 110610060
110610070 110700010 110700020
110700030 110700040 255220010
110850010 110930010 110930020
110930030 110930040 110930070
110930080 110930090 110930100
110930110 110930120 110930130
110930140 110930150 110930190
110930200 110930210 110950010
110960010 110960020 110980010
110980020 110980030 110990010
110990020 110990030 110990040
110990060 111310010 110990090
119050031 259050030 119050090
119050100 119050110 259050090
119050200 119050201 259050140
259050240 259050210 259050220
259060050 119060030 119060031
119060032 119060050 119060071
259060030 259060040 119060094
119060095 119060096 119060098
119070010 119070011 119070012
119070013 119070016 119070017
119070018 119070020 119070021
119070070 119070080 119070090
119070100 119070110 119070111
119070120 119070130 119070150
259080022 259080040 119080067
119080061 119080062 119080063
119080065 119080080 119080090
119080110 119170010 119170011
119170012 119170013 119170020
119170021 119170030 119170052
119170070 119170080 119170090
119060097 119060090 119060092
259050250 259050230 259050040
119180061 119180070 119070060
110990070 119070040 119070030
119060040 119060060 119060083
119060041 119060082 119050080
119050120 119050130 254380010
Appendix A – Tax Parcel IDs within AUAR Study Area
254400780 254400820 254400790
110930060 259050010 259050011
259060021 259060010 259060020
259040061 111220010 111220020
111220012 111220011 119170101
259050080 259050100 259050110
259050120 259050130 259080021
119070019 119070022 119180040
119180020 119180060 119180012
119180030 119070140 119080010
110850020 119080070 259080011
255600410 255600400 255600390
255600180 255600380 255600170
255600370 255600160 255600360
255600150 255600240 255600350
255600340 255600330 255600250
255600140 255600260 255600130
255600230 255600270 255600220
255600210 255600310 255600090
255600070 255600320 255600080
255600280 255600190 255600010
255600200 255600120 255600020
255600290 255600050 255600030
255600060 255600110 255600040
255600300 255600100 119170055
March 2026
Final AUAR Appendix
APPENDIX B
SOILS
Soil Survey of Scott County
Map unit
symbol Map unit name Acres within
study area
Percent of
study area
Percent
hydric
K-Factor
(Whole Soil)1
Erosion hazard
rating
Farmland
Classification
AaA Alluvial land, 0 to
2 percent slopes 21.7 0.8 0 0.28 Not Highly
Erodible
Prime farmland
if protected from
flooding or not
frequently
flooded during
the growing
season
Bb Beach materials
and muck 8.9 0.3 100 0.02 Not Highly
Erodible
Not prime
farmland
Bc
Blue Earth
mucky silt loam,
0 to 1 percent
slopes
25.3 0.9 100 0.37 Not Highly
Erodible
Farmland of
statewide
importance
CaB
Clarion loam, 2
to 6 percent
slopes
42.4 1.6 5 0.24 Not Highly
Erodible
All areas are
prime farmland
CaB2
Clarion loam, 2
to 6 percent
slopes,
moderately
eroded
25.4 0.9 5 0.28 Not Highly
Erodible
All areas are
prime farmland
Df
Dundas silt loam,
0 to 2 percent
slopes
1.5 0.1 90 0.37 Not Highly
Erodible
Prime farmland
if drained
Ga
Glencoe silty clay
loam, 0 to 1
percent slopes
277.5 10.2 100 0.28 Not Highly
Erodible
Prime farmland
if drained
Gp Pits, gravel 0.7 <0.01 <0.01 - Unknown Not prime
farmland
HaB
Hayden loam, 2
to 6 percent
slopes
163.1 6.0 5 0.28 Not-Highly
Erodible
All areas are
prime farmland
HaC
Hayden loam, 6
to 10 percent
slopes
22.0 0.8 5 0.24 Potential Highly
Erodible
Farmland of
statewide
importance
HaC2
Hayden loam, 6
to 10 percent
slopes,
moderately
eroded
120.4 4.4 5 0.32 Potential Highly
Erodible
Farmland of
statewide
importance
HaD
Hayden loam, 10
to 22 percent
slopes
3.4 0.1 8 0.24 Highly Erodible Not prime
farmland
Soil Survey of Scott County
Map unit
symbol Map unit name Acres within
study area
Percent of
study area
Percent
hydric
K-Factor
(Whole Soil)1
Erosion hazard
rating
Farmland
Classification
HaD2
Hayden loam, 10
to 22 percent
slopes,
moderately
eroded
34.9 1.3 8 0.32 Highly Erodible Not prime
farmland
HaE2
Hayden loam, 18
to 25 percent
slopes
7.6 0.3 0 0.32 Highly Erodible Not prime
farmland
HaF2
Hayden loam, 22
to 40 percent
slopes
9.4 0.3 0 0.24 Highly Erodible Not prime
farmland
HcD3
Hayden soils, 12
to 18 percent
slopes, severely
eroded
4.6 0.2 0 0.32 Highly Erodible Not prime
farmland
HcE3
Hayden soils, 18
to 25 percent
slopes
3.1 0.1 0 0.32 Highly Erodible Not prime
farmland
INT Water,
intermittent 2.8 0.1 0 - Unknown Not prime
farmland
LbC2
Estherville-
Burnsville
complex, 6 to 12
percent slopes,
moderately
eroded
1.8 0.1 5 0.24 Potential Highly
Erodible
Not prime
farmland
LbD
Estherville-
Burnsville
complex, 12 to
50 percent
slopes
<0.01 <0.01 5 0.24 Potential Highly
Erodible
Not prime
farmland
LcB Lester loam, 2 to
6 percent slopes 443.8 16.2 10 0.28 Not Highly
Erodible
All areas are
prime farmland
LcB2
Lester loam, 2 to
6 percent slopes,
moderately
eroded
201.5 7.4 0 0.32 Not Highly
Erodible
All areas are
prime farmland
LcC
Lester loam, 6 to
10 percent
slopes
68.2 2.5 5 0.28 Potential Highly
Erodible
Farmland of
statewide
importance
LcC2
Lester loam, 6 to
10 percent
slopes,
moderately
eroded
249.9 9.1 2 0.32 Potential Highly
Erodible
Farmland of
statewide
importance
Soil Survey of Scott County
Map unit
symbol Map unit name Acres within
study area
Percent of
study area
Percent
hydric
K-Factor
(Whole Soil)1
Erosion hazard
rating
Farmland
Classification
LcD
Lester loam, 10
to 16 percent
slopes
29.1 1.1 2 0.28 Highly Erodible Not prime
farmland
LcD2
Lester loam, 10
to 16 percent
slopes,
moderately
eroded
27.0 1.0 0 0.32 Highly Erodible Not prime
farmland
LcE2
Lester loam, 10
to 22 percent
slopes,
moderately
eroded
21.5 0.8 0 0.32 Highly Erodible Not prime
farmland
LcF2
Lester loam, 25
to 35 percent
slopes
9.9 0.4 0 0.32 Highly Erodible Not prime
farmland
LdE3
Lester soils, 18
to 25 percent
slopes
3.3 0.1 5 0.28 Highly Erodible Not prime
farmland
Le
Le Sueur loam, 1
to 3 percent
slopes
13.5 0.5 15 0.28 Not Highly
Erodible
All areas are
prime farmland
Lf
Le Sueur-Lester
complex, 1 to 6
percent slopes
30.8 1.1 10 0.28 Not Highly
Erodible
All areas are
prime farmland
Ma Marsh 70.3 2.6 100 - Not Highly
Erodible
Not prime
farmland
PaA
Klossner muck, 0
to 1 percent
slopes
92.4 3.4 100 - Not Highly
Erodible
Farmland of
statewide
importance
PbA
Houghton muck,
0 to 1 percent
slopes
182.2 6.7 100 - Not Highly
Erodible
Farmland of
statewide
importance
Sb
Steep land,
Hayden-Lester
materials
3.2 0.1 0 - Highly Erodible Not prime
farmland
TcA Terril loam, 0 to 2
percent slopes 2.0 0.1 7 0.28 Not Highly
Erodible
All areas are
prime farmland
TcB Terril loam, 2 to 6
percent slopes 10.4 0.4 8 0.28 Not Highly
Erodible
All areas are
prime farmland
Soil Survey of Scott County
Map unit
symbol Map unit name Acres within
study area
Percent of
study area
Percent
hydric
K-Factor
(Whole Soil)1
Erosion hazard
rating
Farmland
Classification
TcC
Terril loam, 6 to
12 percent
slopes
<0.01 <0.01 0 0.28 Not Highly
Erodible
Farmland of
statewide
importance
W Water 68.9 2.5 0 - Unknown Not prime
farmland
Wb Webster-Glencoe
silty clay loams 147.2 5.4 100 0.28 Not Highly
Erodible
Prime farmland
if drained
Wc
Webster-Le
Sueur silty clay
loams
280.4 10.3 70 0.28 Not Highly
Erodible
Prime farmland
if drained
Total -- 2731.9 100.0 -- -- -- --
1 K Factor indicates the susceptibility of a soil to sheet and rill erosion by water. Values of K range from 0.02 to 0.69. Other factors being equal, the
higher the value, the more susceptibility the soil is to erosion. Factor K does not apply to organic horizons and is not reported for those layers.
March 2026
Final AUAR Appendix
APPENDIX C
WELLS
GHWX14 GHWX14
GHWX15
GHWX15
GHWX15
79
79
79
79
150th St W
Mallard Dr
160th St W
To
w
n
l
i
n
e
A
v
e
H
a
h
n
D
r
Hahn Ln
Ma
r
y
s
t
o
w
n
R
d
County Rd 14
160th St
N
W
Vista Rid g e
L
n
Base
l
i
ne
A
v
e
Theis
Dr
Co
u
n
t
y
R
d
7
9
207350
546186
GR
F
X
P
H
Q
W
3
D
W
K
0
?
?
*
,
6
?
0
D
S
V
?
3
/
$
Q
Q
H
[
D
W
L
R
Q
$
U
H
D
$
X
$
5
?
:
H
O
O
G
D
W
D
G
D
W
H
6
D
Y
H
G
kLQFK IHHW
)HHW&LW\RI3ULRU/DNH01
Well Data 1
$X$56WXG\$UHD
0LOH%XIIHU
/RFDWHG:HOOV
PRIOR LAKE
GHWX82
GHWX14 GHWX17
GHWX17
GHWX17
279728
211843
749806
257256
745557
207349
518172
466191
Howard
Lake
Do
c
u
m
e
n
t
P
a
t
h
:
M
:
\
0
2
8
7
2
7
-
0
0
0
\
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I
S
\
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a
p
s
\
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A
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e
x
a
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n
A
r
e
a
A
U
A
R
\
W
e
l
l
D
a
t
a
D
a
t
e
S
a
v
e
d
:
1
2
/
1
1
/
2
0
2
5
¯1 inch = 1,000 feet
0 1,000
FeetCity of Prior Lake, MN
Well Data 2
AUAR Study Area
1 Mile Buffer
Located Wells
Unlocated Wells
PRIOR LAKE
2
GHWX83
GHWX83
GHWX82
GHWX82
W
il
d
s
P
k
w
y
N
W
Dakota
Trl
W
1 5 4 t h St NW
Bobcat Trl NW
Ho
w
ard
Lak
e
R
d
NW
My
s
t
i
c
L
a
k
e
B
l
v
d
N
W
Mystic
Lake
Dr
NW
Or
i
o
n
R
d
N
W
Stemmer
RidgeRd
NW M n ioweTrl
Ceyaka T rl
W oodDuckTr l N W
NorthwoodRd N W
W ild s Ln NW
S
k
u
y
a
D
r
N
W
D a k o t ah PkwyNW
Hawk
RidgeRdN W
D
akota
TrlNW
Trl Of Dre a m s NW
W
a
z
i
y
ata
Cir
M
n
i
Ota
Cir
Pt
eg
a
Cir
SkuyaDr
Hil
l
si
deCir N W
Park Pl NW
Glynwater
T
rlNW
My
s
t
i
c
C
e
n
t
e
r
D
r
Zica TankaCir
Summi t CirNW
TahinkaCtNW
Da
k
o
t
a
T
r
l
N
Dakota T r l S
Santee Trl NW
Tahinka
Pl
NW
Z o z o piCir
Wildwood Trl N W
Credit Union Dr NW
W oz a ni O c a n k uNW
K n o l lridge Dr NW
Ac
c
e
s
s
R
d
N
W
257255
Howard
Lake
Do
c
u
m
e
n
t
P
a
t
h
:
M
:
\
0
2
8
7
2
7
-
0
0
0
\
G
I
S
\
M
a
p
s
\
P
L
A
n
n
e
x
a
t
i
o
n
A
r
e
a
A
U
A
R
\
W
e
l
l
D
a
t
a
D
a
t
e
S
a
v
e
d
:
1
2
/
1
1
/
2
0
2
5
¯1 inch = 1,000 feet
0 1,000
FeetCity of Prior Lake, MN
Well Data 3
1 Mile Buffer
Located Wells
PRIOR LAKE
3
GHWX15
GHWX15
GHWX15
70 70
79
79
79
170th St W
Ba
s
e
l
i
n
e
A
v
e
165th St W
170th St E
Ma
r
y
s
t
o
w
n
R
d
Marystown
R
d
279726
880878
207350
Do
c
u
m
e
n
t
P
a
t
h
:
M
:
\
0
2
8
7
2
7
-
0
0
0
\
G
I
S
\
M
a
p
s
\
P
L
A
n
n
e
x
a
t
i
o
n
A
r
e
a
A
U
A
R
\
W
e
l
l
D
a
t
a
D
a
t
e
S
a
v
e
d
:
1
2
/
1
1
/
2
0
2
5
¯1 inch = 1,000 feet
0 1,000
FeetCity of Prior Lake, MN
Well Data 4
AUAR Study Area
1 Mile Buffer
Located Wells
Unlocated Wells
PRIOR LAKE
4
GHWX12
GHWX17
GHWX17
GHWX17
282 13
109945
427477
568779
568776568822
568777 736422
787358
777308
1000012339
1000012423
1000012343
1000012341
826267
568778
1000011899
1000011900
1000011927
1000011904
1000011905
1000011902
1000011903
1000012340
207922
279724
279727
279725
279691
118801
221373
495850
632402
620637
652991
482246
119672
191501
562252534705
221372
407620
603570
653664
424665
684681
530792
221355211873420042
653651 647725
518182
451168
678868
562254
257256
211875
603597
211842
653061
560340
198977
534686
482256
212347
603580
490598
129176
212348
161868
540287
632960
650747
540211
560283
589998
660849
216768451964
551311
207933
627055
760014
474652
765351
491012
653658
474654
207921
650709
609826
518172
211874
664199
652656
463680
221336
490552
747422
847769
Howard
Lake
Spring
Lake
Campbell
Lake
Do
c
u
m
e
n
t
P
a
t
h
:
M
:
\
0
2
8
7
2
7
-
0
0
0
\
G
I
S
\
M
a
p
s
\
P
L
A
n
n
e
x
a
t
i
o
n
A
r
e
a
A
U
A
R
\
W
e
l
l
D
a
t
a
D
a
t
e
S
a
v
e
d
:
1
2
/
1
1
/
2
0
2
5
¯1 inch = 1,000 feet
0 1,000
FeetCity of Prior Lake, MN
Well Data 5
AUAR Study Area
1 Mile Buffer
Located Wells
Unlocated Wells
PRIOR LAKE
5
GHWX12
GHWX12
13
13
13
BelmontAveNW
SShore Cir
165thSt NW
Ru st i c H i ll D r
165th St E
N o rt h w o o d R d NW
Raym
o
ndAve
Ve
r
g
u
s
A
v
e
Ter C
i
r
S
W
Fa
i
r
l
a
w
n
A
v
e
Maple Dr
Su n s e t T r l S W
PalominoStNW
St
e
m
m
e
r
R
idge
RdNW
Lime
R
d
S
W
Monroe
AveSW
Sp r i n g Lake Cir
C
e
nter
R
d
S
W
176thStSW
Sa
g
e
W
a
y
N
W
SShoreDr
BandelPass
NW
Sh
o
r
e
l
i
n
e
L
n
N
W
Sun
r
i
s
e
C
t
B
utternut
C
ir
NW
Shoreline Bl v d N W
180th St E
179th St E
Fairvie
w
R
d
S
W
Spring
L
ak
e
R
d
S
W
K n o l lridge Dr NW
Shoreline B l vd
S u n r a y C irSW
190484
793590
1000011913
1000011901
1000011926
207912
552934
530795
502790
495850
517380
672785
443621
207353
207348
207914
646383
552796
493358
427463
451175
257255
652970
207355
502748
620641
408321
560376
652978
401117
647705
493394
428642
451968
502791 490597
211841
586478
637819
653658 652977
212349
436445
545110
625567
443656
502753
649044
443655
788520
Howard
Lake
Spring
Lake
Do
c
u
m
e
n
t
P
a
t
h
:
M
:
\
0
2
8
7
2
7
-
0
0
0
\
G
I
S
\
M
a
p
s
\
P
L
A
n
n
e
x
a
t
i
o
n
A
r
e
a
A
U
A
R
\
W
e
l
l
D
a
t
a
D
a
t
e
S
a
v
e
d
:
1
2
/
1
1
/
2
0
2
5
¯1 inch = 1,000 feet
0 1,000
FeetCity of Prior Lake, MN
Well Data 6
AUAR Study Area
1 Mile Buffer
Located Wells
Unlocated Wells
PRIOR LAKE
6
GHWX15
79
79
79
79
282
282 282
Ba
s
e
l
i
n
e
A
v
e
RedwingTrl
Ma
r
y
s
t
o
w
n
R
d
X
e
on
Ave
Re
d
w
i
n
g
A
v
e
563908
666296
Do
c
u
m
e
n
t
P
a
t
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¯1 inch = 1,000 feet
0 1,000
FeetCity of Prior Lake, MN
Well Data 7
AUAR Study Area
1 Mile Buffer
Located Wells
PRIOR LAKE
7
282
13
13
13
Marschall
R
d
186th St E
190th St E
We
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Da
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L
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Butterfly L
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Halifax
Ln
778729
788213765360
1000011927
279713
279700
865216
869049
509176
441511
193337
691533
653091
696264
211875
129196
660842 221331
212348
451183
428623
424686
772275
826733
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2
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1
1
/
2
0
2
5
¯1 inch = 1,000 feet
0 1,000
FeetCity of Prior Lake, MN
Well Data 8
AUAR Study Area
1 Mile Buffer
Located Wells
Unlocated Wells
PRIOR LAKE
8
Ve
r
g
u
s
A
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Ve
r
g
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A
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185th St E
Fa
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180th St E
Li merickSt
Galway
Ci
r
195th St E
P a y ten Ln
Newport
Ave
Oelke Cir
190th St E
Buck Lake Cir
Erin
A
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D
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H
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Cl
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e
189th St E
PandoraBlvd
La
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C
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r
190th St E
CountrySquires
Cir
256951
1000011926
871756871752
493921
530138
587568
668377
207375
212351
451930
683047
Do
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1
1
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2
0
2
5
¯1 inch = 1,000 feet
0 1,000
FeetCity of Prior Lake, MN
Well Data 9
AUAR Study Area
1 Mile Buffer
Located Wells
Unlocated Wells
PRIOR LAKE
9
Well IDs
No. Unique Well ID Aquifer
Name Depth (ft) Type Status
Static
Water
Level
001 207912 Prairie Du
Chien 184 Domestic Active 133
002 552934
Quaternary
Buried
Artesian
227 Domestic Active 129
003 530795
Quaternary
Buried
Artesian
215 Domestic Active 130
004 502790
Quaternary
Buried
Artesian
185 Domestic Active 134
005 118801 Tunnel City-
Wonewoc 460 Domestic Active 123
006 493921 St.Lawrence-
Tunnel City 365 Domestic Active 80
007 211843
Prairie Du
Chien-
Jordan
280 Domestic Active 190
008 221373
Quaternary
Buried
Artesian
124 Domestic Active 81
009 495850
Quaternary
Buried
Artesian
196 Domestic Active 145
010 517380
Quaternary
Buried
Artesian
227 Domestic Active 144
011 749806
Prairie Du
Chien-
Jordan
350 Piezometer Active 186
012 509176
Quaternary
Buried
Artesian
123 Domestic Active 87
013 632402
Quaternary
Buried
Artesian
97 Domestic Active 30
014 620637
Quaternary
Buried
Artesian
118 Domestic Active 55
015 652991 Prairie Du
Chien 238 Domestic Active 171
016 672785
Quaternary
Buried
Unconfined
212 Domestic Active 185
017 443621
Quaternary
Buried
Artesian
247 Domestic Active 149
018 482246
Quaternary
Buried
Artesian
195 Domestic Active 145
019 441511 Tunnel City-
Wonewoc 500 Domestic Sealed 185
Well IDs
No. Unique Well ID Aquifer
Name Depth (ft) Type Status
Static
Water
Level
020 119672
Quaternary
Buried
Artesian
117 Domestic Sealed 30
021 191501
Quaternary
Buried
Artesian
129 Domestic Active 98
022 562252
Tunnel
City/Lone
Rock Fm
442 Domestic Active 120
023 534705
Quaternary
Buried
Artesian
117 Domestic Active 70
024 207353
Quaternary
Buried
Artesian
382 Domestic Active 0
025 221372
Quaternary
Buried
Artesian
126 Domestic Active 68
026 530138
Tunnel
City/Lone
Rock Fm
440 Domestic Active 102
027 407620 Tunnel City-
Wonewoc 500 Domestic Active 130
028 603570
Tunnel
City/Lone
Rock Fm
503 Domestic Active 143
029 653664
Quaternary
Buried
Unconfined
227 Domestic Active 170
030 424665
Quaternary
Buried
Artesian
137 Domestic Active 50
031 684681 Tunnel City-
Wonewoc 480 Domestic Active 137
032 530792
Quaternary
Buried
Artesian
135 Domestic Active 50
033 207348
Quaternary
Buried
Unconfined
175 Domestic Active 152
034 221355
Quaternary
Buried
Artesian
114 Domestic Active 68
035 211873
Quaternary
Buried
Artesian
108 Domestic Active 73
036 563908 Tunnel City-
Wonewoc 460 Domestic Active 165
037 420042
Quaternary
Buried
Artesian
130 Domestic Active 80
Well IDs
No. Unique Well ID Aquifer
Name Depth (ft) Type Status
Static
Water
Level
038 193337
Quaternary
Buried
Artesian
130 Domestic Active 98
039 207914 Multiple 470 Domestic Active 110
040 653651 Jordan 280 Domestic Active 182
041 647725
Quaternary
Buried
Artesian
273 Domestic Active 180
042 646383
Quaternary
Buried
Artesian
260 Domestic Active 170
043 518182
Tunnel
City/Lone
Rock Fm
460 Domestic Active 111
044 451168
Quaternary
Buried
Artesian
132 Domestic Active 68
045 678868
Quaternary
Buried
Artesian
120 Domestic Active 65
046 562254
Tunnel
City/Lone
Rock Fm
423 Domestic Sealed 122
047 552796
Quaternary
Buried
Artesian
210 Domestic Active 136
048 493358
Quaternary
Buried
Unconfined
220 Domestic Sealed 160
049 653091 Tunnel City-
Wonewoc 500 Domestic Active 171
050 696264
Quaternary
Buried
Artesian
326 Domestic Active 185
051 257256 240 Abandoned Sealed 0
052 745557 Prairie Du
Chien 195 Exploration Sealed 0
053 211875 Multiple 465 Domestic Active 156
054 427463
Quaternary
Buried
Artesian
423 Domestic Sealed 113
055 451175
Quaternary
Buried
Unconfined
186 Domestic Active 135
056 257255 365 Abandoned Sealed 0
057 603597 St.Lawrence-
Tunnel City 444 Domestic Active 178
058 652970
Quaternary
Buried
Unconfined
225 Domestic Active 178
Well IDs
No. Unique Well ID Aquifer
Name Depth (ft) Type Status
Static
Water
Level
059 207350 Jordan 280 Domestic Active 171
060 207355
Quaternary
Buried
Artesian
400 Domestic Active 122
061 211842
Tunnel
City/Lone
Rock Fm
484 Domestic Active 127
062 502748
Quaternary
Buried
Artesian
372 Domestic Active 125
063 620641
Quaternary
Buried
Artesian
238 Domestic Active 152
064 653061 Multiple 243 Domestic Active 168
065 408321
Quaternary
Buried
Artesian
227 Domestic Active 170
066 560340
Quaternary
Buried
Artesian
103 Domestic Active 59
067 198977
Quaternary
Buried
Artesian
346 Domestic Sealed 124
068 534686
Quaternary
Buried
Artesian
123 Domestic Active 45
069 482256
Quaternary
Buried
Artesian
125 Domestic Active 89
070 560376
Quaternary
Buried
Artesian
223 Domestic Active 130
071 652978
Quaternary
Buried
Unconfined
231 Domestic Active 174
072 212347
Quaternary
Buried
Artesian
125 Domestic Active 45
073 603580
Quaternary
Buried
Artesian
95 Domestic Active 31
074 490598
Quaternary
Buried
Artesian
202 Domestic Active 145
075 401117
Quaternary
Buried
Artesian
302 Domestic Sealed 147
076 647705
Quaternary
Buried
Artesian
266 Domestic Active 190
Well IDs
No. Unique Well ID Aquifer
Name Depth (ft) Type Status
Static
Water
Level
077 546186
Quaternary
Buried
Artesian
260 Domestic Active 180
078 493394
Quaternary
Buried
Unconfined
195 Domestic Active 153
079 587568
Quaternary
Buried
Artesian
384 Domestic Active 92
080 129196
Quaternary
Buried
Artesian
139 Domestic Active 95
081 207349
Prairie Du
Chien-
Jordan
220 Domestic Active 181
082 129176
Tunnel
City/Lone
Rock Fm
440 Domestic Active 145
083 221331
Quaternary
Buried
Unconfined
185 Domestic Active 141
084 212348
Quaternary
Buried
Artesian
191 Domestic Active 140
085 428642
Quaternary
Buried
Artesian
183 Domestic Sealed 143
086 451968
Quaternary
Buried
Artesian
87 Domestic Active 50
087 161868
Quaternary
Buried
Artesian
93 Domestic Active 46
088 502791
Quaternary
Buried
Unconfined
203 Domestic Active 145
089 540287
Tunnel
City/Lone
Rock Fm
437 Domestic Active 120
090 668377 St.Lawrence 300 Domestic Active 105
091 490597
Quaternary
Buried
Unconfined
176 Domestic Active 141
092 632960
Quaternary
Buried
Artesian
245 Domestic Active 170
093 650747 Tunnel City-
Wonewoc 480 Domestic Active 140
094 540211
Quaternary
Buried
Artesian
97 Domestic Active 25
Well IDs
No. Unique Well ID Aquifer
Name Depth (ft) Type Status
Static
Water
Level
095 560283 Tunnel City-
Wonewoc 480 Domestic Active 119
096 207375
Quaternary
Buried
Artesian
134 Domestic Active 87
097 451183 St.Lawrence 320 Domestic Active 120
098 211841
Quaternary
Buried
Unconfined
190 Domestic Active 152
099 589998
Quaternary
Buried
Artesian
340 Domestic Active 160
100 660849
Quaternary
Buried
Artesian
224 Domestic Active 165
101 212351 St.Lawrence-
Tunnel City 340 Domestic Active 85
102 216768 Multiple 560 Domestic Sealed 178
103 451964
Quaternary
Buried
Artesian
121 Domestic Active 75
104 551311
Quaternary
Buried
Artesian
140 Domestic Active 50
105 451930 St.Lawrence 340 Domestic Active 95
106 207933
Tunnel
City/Lone
Rock Fm
394 Domestic Active 147
107 586478
Quaternary
Buried
Artesian
399 Domestic Active 100
108 428623
Quaternary
Buried
Artesian
116 Domestic Active 64
109 627055
Quaternary
Buried
Artesian
240 Domestic Sealed 126
110 760014
Quaternary
Buried
Artesian
153 Domestic Active 55
111 474652
Quaternary
Buried
Artesian
111 Domestic Active 57
112 765351 Tunnel City-
Wonewoc 485 Domestic Sealed 140
113 491012
Quaternary
Buried
Unconfined
124 Domestic Active 65
114 637819
Quaternary
Buried
Artesian
238 Domestic Active 134
Well IDs
No. Unique Well ID Aquifer
Name Depth (ft) Type Status
Static
Water
Level
115 653658 Prairie Du
Chien 250 Domestic Active 170
116 652977
Quaternary
Buried
Unconfined
280 Domestic Active 170
117 683047
Tunnel
City/Lone
Rock Fm
440 Domestic Active 105
118 474654
Quaternary
Buried
Artesian
111 Domestic Active 56
119 212349
Tunnel
City/Lone
Rock Fm
455 Domestic Active 109
120 436445
Quaternary
Buried
Artesian
217 Domestic Active 142
121 545110
Quaternary
Buried
Artesian
206 Domestic Active 131
122 625567
Quaternary
Buried
Artesian
298 Domestic Active 150
123 207921 Jordan 285 Domestic Active 175
124 443656
Quaternary
Buried
Artesian
214 Domestic Sealed 145
125 650709
Quaternary
Buried
Artesian
250 Domestic Active 175
126 609826
Quaternary
Buried
Unconfined
102 Domestic Active 52
127 518172 Jordan 300 Domestic Active 205
128 466191 Jordan 280 Domestic Active 190
129 211874
Quaternary
Buried
Artesian
123 Domestic Sealed 61
130 664199 Jordan 300 Domestic Active 190
131 652656 Prairie Du
Chien 230 Domestic Active 165
132 463680
Tunnel
City/Lone
Rock Fm
413 Domestic Active 122
133 221336 Multiple 485 Domestic Active 125
134 490552
Quaternary
Buried
Artesian
217 Domestic Active 138
135 502753
Quaternary
Buried
Artesian
233 Domestic Sealed 147
Well IDs
No. Unique Well ID Aquifer
Name Depth (ft) Type Status
Static
Water
Level
136 649044
Quaternary
Buried
Unconfined
262 Domestic Active 178
137 443655
Quaternary
Buried
Artesian
219 Domestic Active 139
138 666296
Quaternary
Buried
Artesian
471 Domestic Active 190
139 772275
Quaternary
Buried
Artesian
126 Domestic Active 70
140 747422
Quaternary
Buried
Unconfined
197 Domestic Active 110
141 788520
Quaternary
Buried
Artesian
310 Domestic Active 145
142 109945 340 Domestic Active 175
143 190484 146 Domestic Active 100
144 256951 195 Domestic Unknown 0
145 427477 78 Abandoned Sealed 58
146 568776 17 Monitor
Well Sealed 0
147 568822 16 Monitor
Well Sealed 0
148 568777 17 Monitor
Well Sealed 0
149 793590 440 Domestic Active 0
150 778729 380 Industrial Active 0
151 788213 135 Domestic Active 0
152 736422 106 Domestic Active 0
153 765360 134 Domestic Active 0
154 787358 227 Domestic Active 0
155 777308 345 Domestic Active 0
156 1000012339 Active 0
157 1000012423 Active 0
158 1000012343 Active 0
159 1000012342 Active 0
160 1000012341 Active 0
161 826267 125 Domestic Active 0
162 568778 17 Monitor
Well Sealed 0
163 1000011899 Active 0
164 1000011900 Active 0
165 1000011913 Active 0
Well IDs
No. Unique Well ID Aquifer
Name Depth (ft) Type Status
Static
Water
Level
166 1000011927 Active 0
167 1000011904 Active 0
168 1000011905 Active 0
169 1000011902 Active 0
170 1000011903 Active 0
171 1000011901 Active 0
172 1000011926 Active 0
173 1000012340 Active 0
174 1000011898 Active 0
175 207922 114 Domestic Unknown 70
176 279728 275 Domestic Unknown 0
177 279726 365 Domestic Unknown 0
178 279724 87 Multiple
Dwelling Unknown 0
179 279727 119 Domestic Unknown 0
180 279713 133 Domestic Unknown 0
181 279725 128 Domestic Unknown 0
182 279699 470 Domestic Unknown 0
183 279689 114 Domestic Unknown 0
184 279700 150 Domestic Unknown 0
185 279691 349 Domestic Unknown 0
186 865216 138 Domestic Active 0
187 869049 126 Domestic Active 0
188 871756 310 Domestic Active 0
189 871752 135 Domestic Active 0
190 880878 140 Domestic Active 0
191 660842
Quaternary
Buried
Artesian
325 Public
Supply Active 165
March 2026
Final AUAR Appendix
APPENDIX D
WELL LOGS
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031109945
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KJEER 114 22 W 5 null 340 ft.340 ft.09/23/1976
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W MARSCHALL RD SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 40 BROWN
GRAVEL & BOULDERS 40 80
CLAY 80 200
SANDSTONE 200 314
ROCK 314 326 HARDGRAY
BROKEN ROCK 326 328
ROCK 328 340 HARDGRN/BRN
Stratigraphy Information
Casing Diameter Weight
4 320in. To ft.lbs./ft.
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 109945
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.175 Measureland surface 09/23/1976
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Associated Well Co.27259 SCHULTZ, J
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031118801
County Scott Entry Date 02/11/1988
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BALLINGER,114 22 W 8 ABACBC 460 ft.460 ft.04/08/1975
Elevation 915 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Telescoping
No
X Above/BelowYesDrive Shoe?
Joint
Geological Material From To (ft.)Color Hardness
SAND & GRAVEL 0 10 SOFTBROWN
CLAY 10 95 SOFTBLUE
CLAY & SAND 95 360 HARDBLUE
DOLOMITE 360 364 HARDTAN
FINE SAND 364 367 SOFTGRAY
COARSE SAND &367 372 SOFTBROWN
SHALE 372 390 SOFTGREEN
SHALE 390 402 HARDGREEN
SHALE 402 450 HARDBRN/GRN
SANDSTONE 450 460 HARDGRAY
Stratigraphy Information
Casing Diameter Weight
4 360in. To ft.lbs./ft.
3 402in. To ft.lbs./ft.
Screen?MakeType
402Open Hole From ft.To ft.460
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.0 360 ft.0
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 118801
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT+WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.120 Measureland surface 03/29/1975
ft.150 hrs.2 Pumping at 15 g.p.m.
75 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
03/29/1975
0
10162 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Rogers Well Co.27014 ROGERS, D.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel City-Wonewoc
Minnesota Geological Survey
Tunnel City-
372
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461339 4949953
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031119672
County Scott Entry Date 02/11/1988
Quad Prior Lake Update Date 03/03/2017
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
GIESER,114 22 W 8 ACBDAA 117 ft.117 ft.07/25/1977
Elevation 918 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Multiple methods used Drill Fluid
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17321 SUNSET AV MN
Geological Material From To (ft.)Color Hardness
CLAY 0 19 SOFTYELLOW
CLAY 19 60 SOFTBLUE
SAND 60 62 SOFTBROWN
CLAY 62 85 SOFTBLUE
SAND 85 117 SOFTBROWN
CLAY 117 117 SOFTBLUE
Stratigraphy Information
Casing Diameter Weight
4 112 11in. To ft.lbs./ft.
stainlessScreen?Make HOWARD SMITHXType
Diameter Slot/Gauze Length Set
3.7 12in.ft.1127 117 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
SEALED 11-28-2014 BY 1622.
Material FromAmount To
cuttings ft.85 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 119672
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.30 Measureland surface 07/25/1977
ft.31 hrs.1 Pumping at 10 g.p.m.
50 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/30/1977
SD 0.75 220
1265 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, R
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461331 4949599
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/27/2006Name on mailbox
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031129176
County Scott Entry Date 03/05/1991
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
FINK, ALLEN 114 22 W 8 CDCBDB 440 ft.440 ft.09/01/1977
Elevation 928 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 18056 LANGFORD BL JORDAN MN
Geological Material From To (ft.)Color Hardness
CLAY 0 18 YELLOW
CLAY & GRAVEL 18 36 YELLOW
GRAVEL 36 108
CLAY 108 115 GRAY
CLAY & GRAVEL 115 130 GRAY
CLAY 130 180 GRAY
CLAY & GRAVEL 180 245 GRAY
SHALE, SANDY 245 380 WHITE
SHALE & GRAVEL 380 404
SHALE & SANDSTONE 404 440 GREEN
Stratigraphy Information
Casing Diameter Weight
4 405 11in. To ft.lbs./ft.
Hole Diameter
0 in. To ft.
Screen?MakeType
405Open Hole From ft.To ft.440
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.405 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 129176
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AY MCDONALD
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.145 Measureland surface 09/01/1977
ft.145 hrs.2 Pumping at 20 g.p.m.
70 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
09/10/1977
16075 0.75 220
10165 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 BOHN, G
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
404
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460774 4948649
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 07/26/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031129196
County Scott Entry Date 03/07/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SHERMAN,114 22 W 17 CAABDA 139 ft.139 ft.11/18/1977
Elevation 963 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 18555 HALIFAX LA JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 19 YELLOW
CLAY 19 105 GRAY
SAND 105 132
WATER SAND 132 139
Stratigraphy Information
Casing Diameter Weight
4 133 11in. To ft.lbs./ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 10in.ft.1335 139 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.0 133 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 129196
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
A.Y. MCDONALD
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.95 Measureland surface 11/18/1977
ft.95 hrs.2 Pumping at 15 g.p.m.
50 feet Southeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/18/1977
16050 0.5 220
10105 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 BOHN, G.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460989 4947640
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031161868
County Scott Entry Date 02/23/1989
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BORCHARDT,114 22 W 6 DDDCAD 93 ft.93 ft.12/10/1979
Elevation 939 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Multiple methods used Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 986 170TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 25 SOFTBROWN
CLAY 25 30 SOFTBLUE
COARSE SAND 30 70 SOFTBROWN
FINE SAND 70 88 SOFTGRAY
COARSE SAND 88 93 SOFTBROWN
CLAY 93 93 SOFTBLUE
Stratigraphy Information
Casing Diameter Weight
4 89 11in. To ft.lbs./ft.
Hole Diameter
6.2 80in. To ft.
4 93in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.7 18in.ft.887 93 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.80 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 161868
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.46 Measureland surface 12/05/1979
100 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
12/10/1979
SD 0.75 220
1275 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460221 4950209
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031190484
County Scott Entry Date 02/11/1988
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
JOHN MAHONEY 114 22 W 8 DAA 146 ft.146 ft.06/29/1979
Elevation Elev. Method Drill Method Cable Tool Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type
No
X Above/BelowYesDrive Shoe?
Joint
Geological Material From To (ft.)Color Hardness
CLAY 0 34 MEDIUMBLUE
SAND 34 141 MEDIUMBROWN
SAND 141 146 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 141 12in. To ft.lbs./ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 12in.ft.1418 146 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
1 MILE NORTH OF JCT 282 & SH13 ON OLD SH13.
Material FromAmount To
bentonite ft.ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 190484
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model SUB
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
MCDONALD
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.100 Measureland surface 06/29/1979
ft.100 hrs.1 Pumping at 15 g.p.m.
80 feet South Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/15/1979
SUB 0.75 230
10126 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bissons Well & Pump 19189 BENSON,
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031191501
County Scott Entry Date 01/27/2006
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PETERSON,114 22 W 7 DAAABA 129 ft.129 ft.11/01/1978
Elevation 955 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17536 LANGFORD AV MN
Geological Material From To (ft.)Color Hardness
CLAY 0 20 MEDIUMBROWN
SAND & CLAY LAYERS 20 65 MEDIUMBLU/BLK
CLAY 65 104 MEDIUMBLUE
FINE GRAY SAND &104 110 SOFTGRY/RED
FINE SAND 110 114 SOFTGRAY
CLAY 114 116 SOFTRED
WATER SAND 116 129 SOFTBROWN
CLAY 129 129 BLUE
Stratigraphy Information
Casing Diameter Weight
4 124 11in. To ft.lbs./ft.
Hole Diameter
6 124in. To ft.
4 129in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.7 15in.ft.1247 129 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
FORMERLY #221374.
Material FromAmount To
cuttings ft.120 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 191501
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.98 Measurenull 11/01/1978
50 feet Northwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/01/1978
SD 0.75 220
1291 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann, Donald 40175 HARTMANN, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460276 4949307
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/27/2006Name on mailbox
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031193337
County Scott Entry Date 02/11/1988
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BAGGENSTOSS,114 22 W 17 CDACAC 130 ft.130 ft.07/12/1983
Elevation 955 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1360 190TH ST E JORDAN MN
Geological Material From To (ft.)Color Hardness
CLAY 0 55 MEDIUMYELLOW
SAND 55 61 MEDIUMBROWN
CLAY 61 106 MEDIUMBLUE
SAND 106 130 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 125 11in. To ft.lbs./ft.
Hole Diameter
6 120in. To ft.
4 130in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.7 12in.ft.1257 130 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.0 120 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 193337
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
PIONEER
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.98 Measureland surface 07/12/1983
80 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/12/1983
0.75 220
12108 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 JAECHELS, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460969 4947157
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 07/26/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031198977
County Scott Entry Date 02/11/1988
Quad Prior Lake Update Date 09/18/2020
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HELLER, VICKY 114 22 W 8 ABACBC 346 ft.344 ft.08/23/1983
Elevation 915 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17081 SUNSET AV SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
NO RECORD 0 2
SAND 2 18 SOFTBROWN
CLAY 18 90 SOFTBLUE
SAND 90 94 SOFTGRAY
CLAY 94 115 SOFTBLUE
SAND 115 120 SOFTGRAY
CLAY 120 152 MEDIUMBLUE
SAND 152 160 MEDIUMGRAY
CLAY 160 173 SOFTBLUE
SAND 173 175 SOFTGRAY
CLAY 175 180 HARDBLUE
CLAY 180 313 MEDIUMBLUE
SAND 313 321 MEDIUMGRAY
CLAY 321 336 MEDIUMBLUE
SAND 336 346 MEDIUMBROWN
CLAY 346 346 MEDIUMBLUE
Stratigraphy Information
Casing Diameter Weight
4 313 11in. To ft.lbs./ft.
Hole Diameter
6 298in. To ft.
4 344in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.7 15in.ft.33935 344 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
WELL SEALED 12-29-1994 BY 40174.
FORMER OWNER ALLEN STAUBLY.
SEALED 12-29-1994 BY 40174
Material FromAmount To
cuttings ft.298 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 198977
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
PIONEER
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.124 Measureland surface 08/23/1983
50 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/29/1983
0.75 220
12162 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461352 4949985
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031207348
County Scott Entry Date 02/11/1988
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
GILLIES, D.F.114 22 W 5 DADCBD 175 ft.175 ft.07/08/1968
Elevation 935 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 16720 SHORELINE LA MN
Geological Material From To (ft.)Color Hardness
CLAY 0 15 YELLOW
GRAVEL 15 160 BROWN
WATER SAND 160 175 BROWN
Stratigraphy Information
Casing Diameter Weight
4 170in. To ft.lbs./ft.
Screen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 10in.ft.1705 175 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 207348
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.152 Measureland surface 07/08/1968
ft.152 hrs.Pumping at 20 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Minn. Valley Well 70241 STEFFL, C.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461785 4950585
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031207349
County Scott Entry Date 02/23/1989
Quad Jordan East Update Date 06/02/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BAUER, EDWIN 114 22 W 6 BAAADB 220 ft.220 ft.09/14/1968
Elevation 952 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 431 160TH ST E SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 46 BROWN
SAND & CLAY 46 58 GRAY
SAND 58 67 GRAY
CLAY 67 70 GRAY
SAND & CLAY 70 96 GRAY
STONES & GRAVEL 96 116 BROWN
SAND & CLAY 116 140 GRAY
SAND & GRAVEL 140 168 BROWN
LIMESTONE & SAND 168 192 BROWN
LIMESTONE 192 205 BROWN
SANDSTONE 205 220 BROWN
Stratigraphy Information
Casing Diameter Weight
5 199in. To ft.lbs./ft.
Screen?MakeType
199Open Hole From ft.To ft.220
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 207349
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
MCDONALD
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.181 Measureland surface 09/14/1968
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
1
197 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Leuthner Well Co.10125
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Jordan Sandstone
Minnesota Geological Survey
Prairie Du Chien-
192
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y459509 4951653
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 03/25/1996
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031207350
County Scott Entry Date 02/23/1989
Quad Jordan East Update Date 06/02/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
GEIS, ELMER 114 22 W 6 BCCBCD 280 ft.280 ft.04/18/1968
Elevation 933 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 16395 BASELINE AV SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 21 BROWN
CLAY 21 131 GRAY
SAND 131 141 GRAY
CLAY 141 175 GRAY
SAND & GRAVEL 175 220 BROWN
SAND & CLAY 220 251 GRAY
SAND & GRAVEL &251 270 BRN/RED
SHALE 270 277 BROWN
SANDSTONE 277 280 BROWN
Stratigraphy Information
Casing Diameter Weight
4 275in. To ft.lbs./ft.
Screen?MakeType
275Open Hole From ft.To ft.280
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 207350
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
A.Y. MCDONALD
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.171 Measureland surface 04/18/1968
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
1
198 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Leuthner Well Co.10125
Remarks
Jordan Sandstone
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Jordan Sandstone
Minnesota Geological Survey
Jordan
277
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y458794 4951051
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031207353
County Scott Entry Date 02/11/1988
Quad Prior Lake Update Date 01/27/2006
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MIELKE, WAYNE 114 22 W 9 CBCBBD 382 ft.382 ft.11/29/1969
Elevation 925 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 2040 LAKE VIEW DR MN
Geological Material From To (ft.)Color Hardness
CLAY 0 20 YELLOW
CLAY 20 80 BLUE
GRAVEL 80 120 BROWN
CLAY 120 370 BLUE
WATER SAND 370 382 GRAY
Stratigraphy Information
Casing Diameter Weight
4 378in. To ft.lbs./ft.
Screen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 10in.ft.04 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 207353
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 hrs.Pumping at 20 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Minn. Valley Well 70241 STEFFL, C.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461936 4949010
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031207355
County Scott Entry Date 02/11/1988
Quad Prior Lake Update Date 06/02/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
NICHOLSON,114 22 W 9 CBCBAB 400 ft.400 ft.
Elevation 930 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
Geological Material From To (ft.)Color Hardness
CLAY 0 20 BLACK
CLAY & FINE SAND 20 390 BROWN
WATER SAND 390 400 GRAY
Stratigraphy Information
Casing Diameter Weight
4 395in. To ft.lbs./ft.
galvanizedScreen?MakeXType
Diameter Slot/Gauze Length Set
4 10in.ft.02 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
SCREEN 8 FT. OVERALL SWL 125 DATE 0/ 7/30
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 207355
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.122 Measureland surface 08/02/1978
ft.125 hrs.Pumping at 25 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Minn. Valley Well 70241 STEFFL, C.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461972 4949029
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031207375
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
FELDTEN,114 22 W 17 DADCB 134 ft.133 ft.09/20/1974
Elevation 952 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 18720 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 106
FINE SAND 106 134
CLAY 134 134
Stratigraphy Information
Casing Diameter Weight
4 128in. To ft.lbs./ft.
stainlessScreen?MakeXType
Diameter Slot/Gauze Length Set
4 10in.ft.1285 133 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
712-B-12
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 207375
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT+WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.87 Measureland surface 09/20/1974
ft.0 hrs.Pumping at 15 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461780 4947325
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031207912
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 04/25/2019
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
THOMAS,114 22 W 5 DDBDDB 184 ft.184 ft.03/10/1972
Elevation 920 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 1801 SHORELINE BL SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
DRIFT CLAY 0 172
BROKEN UP 172 178
LIMESTONE 178 184
Stratigraphy Information
Casing Diameter Weight
4 177in. To ft.lbs./ft.
Screen?MakeXType
Diameter Slot/Gauze Length Set
2 10in.ft.05 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
359-B-12
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 207912
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
SERMOTOR
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.133 Measureland surface 03/10/1972
ft.hrs.Pumping at 15 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, D.
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Prairie Du Chien Group
Minnesota Geological Survey
Prairie Du Chien
178
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461682 4950351
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031207914
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 06/02/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
RICE, DONALD 114 22 W 8 DADDAC 470 ft.470 ft.07/19/1973
Elevation 920 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 1990 LAKE VIEW DR JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 110
DIRTY SAND & CLAY 110 190
CLAY 190 220 BLUE
SILT & CLAY 220 420
SHALE & SANDSTONE 420 470
Stratigraphy Information
Casing Diameter Weight
4 420in. To ft.lbs./ft.
Screen?MakeType
420Open Hole From ft.To ft.470
Static Water Level
Pumping Level (below land surface)
618-B-12
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 207914
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
STA-RITE
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.110 Measureland surface 07/19/1973
ft.0 hrs.Pumping at 30 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Associated Well Co.27259
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Cambrian
Minnesota Geological Survey
multiple
420
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461874 4948967
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031207921
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
VALLEZ, JAMES 114 22 W 5 CAABCC 285 ft.285 ft.08/14/1971
Elevation 953 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 16596 MARSCHALL RD SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 30 YELLOW
CLAY 30 95 BLUE
CLAY 95 120 YELLOW
BROKEN SANDROCK 120 124
DOLOMITE 124 225
SANDROCK 225 285
Stratigraphy Information
Casing Diameter Weight
6 240in. To ft.lbs./ft.
Screen?MakeType
240Open Hole From ft.To ft.285
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 207921
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
RED JACKET
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.175 Measureland surface 08/14/1971
ft.0 hrs.Pumping at 70 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
5
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Rogers Well Co.27014 ROGERS, D.
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Jordan Sandstone
Minnesota Geological Survey
Jordan
120
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y460927 4950822
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031207922
County Scott Entry Date 05/20/2019
Quad Update Date 05/20/2019
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
OSTEGARD,114 22 W 8 CD 114 ft.114 ft.07/31/1970
Elevation Elev. Method Drill Method Drill Fluid
Address Use domestic Status Unknow
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
Geological Material From To (ft.)Color Hardness
CLAY 0 24 YELLOW
CLAY 24 97 BLUE
EATERBEARING SAND 97 114 GRAY
Stratigraphy Information
Casing Diameter Weight
4 110in. To ft.lbs./ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.7 in.ft.ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 207922
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.70 Measureland surface 07/31/1970
ft.hrs.Pumping at 20 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
POWERS, L.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031207933
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
WENNIGAR,114 22 W 8 ABCADD 394 ft.394 ft.12/07/1967
Elevation 915 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 17221 SUNSET AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 90 BLUE
CLAY & STONES 90 120 GRAY
CLAY 120 235 BLUE
SAND 235 245 BROWN
CLAY 245 360 BLUE
BROKEN ROCK 360 365 BROWN
GRAY ROCK 365 394 GRAY
Stratigraphy Information
Casing Diameter Weight
4 365in. To ft.lbs./ft.
Screen?MakeType
365Open Hole From ft.To ft.394
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 207933
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.147 Measureland surface 12/07/1967
ft.147 hrs.Pumping at 20 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Minn. Valley Well 70241 POWERS, L.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
360
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461297 4949824
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031211841
County Scott Entry Date 02/11/1988
Quad Prior Lake Update Date 06/02/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
STEMMER, BILL 114 22 W 4 CCBBAB 190 ft.190 ft.08/20/1976
Elevation 930 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 2080 SHORELINE BL SHAKOPEE MN
Geological Material From To (ft.)Color Hardness
DRIFT (CLAY)0 145
SAND 145 162
LIMESTONE BOULDER 162 164
SAND & MOSTLY 164 170
MORE SAND FEWER 170 190
Stratigraphy Information
Casing Diameter Weight
4 in. To ft.lbs./ft.
Screen?MakeXType
Diameter Slot/Gauze Length Set
0 18in.ft.02 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 211841
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.152 Measureland surface 08/20/1976
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y462032 4950471
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031211842
County Scott Entry Date 02/11/1988
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
ROBERTSON,114 22 W 8 ABCAAA 484 ft.484 ft.10/02/1975
Elevation 915 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
Geological Material From To (ft.)Color Hardness
DRIFT CLAY 0 20
SOUPY SAND & CLAY 20 30
CLAY 30 375
SOAPSTONE & SAND 375 380
SHALE 380 467
SHALE & SANDROCK 467 484 HARDBLACK
Stratigraphy Information
Casing Diameter Weight
4 380in. To ft.lbs./ft.
Screen?MakeType
380Open Hole From ft.To ft.484
Static Water Level
Pumping Level (below land surface)
SUNRISE ADD LOT 17
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 211842
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.127 Measureland surface 10/02/1975
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
380
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461309 4949897
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031211843
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
DUBOIS, JOHN 114 22 W 5 ABBCDC 280 ft.280 ft.10/30/1972
Elevation 965 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 1510 161ST ST E SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 85
SAND 85 136
LIMESTONE 136 243
SANDROCK 243 280
Stratigraphy Information
Casing Diameter Weight
5 138in. To ft.lbs./ft.
Screen?MakeType
138Open Hole From ft.To ft.280
Static Water Level
Pumping Level (below land surface)
479-B-12
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 211843
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.190 Measureland surface 10/30/1972
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
1
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Jordan Sandstone
Minnesota Geological Survey
Prairie Du Chien-
136
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461208 4951496
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031211873
County Scott Entry Date 02/23/1989
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SCHUMAN,114 22 W 6 DCDCDB 108 ft.108 ft.06/19/1976
Elevation 978 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 626 170TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
DRIFT CLAY 0 25
SAND 25 40
CLAY 40 87
SAND 87 108
VERY FINE SAND 108 108
Stratigraphy Information
Casing Diameter Weight
4 103in. To ft.lbs./ft.
Screen?MakeXType
Diameter Slot/Gauze Length Set
3.6 18in.ft.1035 108 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
827-B-12 CASING ESTIMATED.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 211873
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.67 Measureland surface 06/19/1976
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y459805 4950202
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031211874
County Scott Entry Date 02/23/1989
Quad Jordan East Update Date 10/15/2018
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KREUGER,114 22 W 7 DADDAC 123 ft.123 ft.10/18/1973
Elevation 952 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 17756 LANGFORD AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 8
SAND 8 50
CLAY 50 100
SAND 100 123
FINE SAND 123 123
Stratigraphy Information
Casing Diameter Weight
4 111in. To ft.lbs./ft.
stainlessScreen?MakeXType
Diameter Slot/Gauze Length Set
0 12in.ft.05 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
591-B-12
SEALED 07-28-2017 BY 1622
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 211874
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.61 Measureland surface 10/18/1973
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y460277 4949033
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031211875
County Scott Entry Date 02/23/1989
Quad Jordan East Update Date 08/18/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KREUSER, CLEM 114 22 W 18 AABBCD 465 ft.465 ft.12/13/1975
Elevation 938 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 745 COUNTRY TR E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
DRIFT CLAY 0 93
COARSE SAND 93 98
CLAY 98 190
CLAY & SOME FINE 190 240
FINE SAND 240 270 SOFT
CLAY 270 285
FINE SAND 285 380
COARSE SAND 380 412
SHALE & SOAPSTONE 412 452
SANDROCK 452 465
Stratigraphy Information
Casing Diameter Weight
4 412in. To ft.lbs./ft.
Screen?MakeType
412Open Hole From ft.To ft.465
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 211875
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.156 Measureland surface 08/03/1978
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Wonewoc Sandstone
Minnesota Geological Survey
multiple
412
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y459964 4948425
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031212347
County Scott Entry Date 02/23/1989
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BORCHARDT,114 22 W 8 CCCCBA 125 ft.125 ft.05/04/1971
Elevation 945 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 17981 LANGFORD AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 105
SAND 105 125
Stratigraphy Information
Casing Diameter Weight
4 121in. To ft.lbs./ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 10in.ft.1205 125 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 212347
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.45 Measureland surface 05/04/1971
ft.45 hrs.Pumping at 20 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Dependable Well Co.27143 FLOWERS, E.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y460329 4948628
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031212348
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
WHIPPS, LOREN 114 22 W 17 ABABBB 191 ft.191 ft.09/30/1974
Elevation 935 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 18021 LANGFORD BL JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
DRIFT CLAY 0 94
FINE SAND 94 97
CLAY 97 173
SAND 173 177
FINE SAND 177 181
FINER SAND 181 191
Stratigraphy Information
Casing Diameter Weight
4 186in. To ft.lbs./ft.
Screen?MakeXType
Diameter Slot/Gauze Length Set
3 10in.ft.05 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
CASING SIZE & DEPTH ESTIMATED
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 212348
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.140 Measureland surface 09/30/1974
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461311 4948462
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031212349
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
NELSON, A.H.114 22 W 8 DADDCB 455 ft.455 ft.08/17/1971
Elevation 915 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 1961 LAKE VIEW DR JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY & SAND 0 215
SHALE & SOAPSTONE 215 424
SHALE 424 455
Stratigraphy Information
Casing Diameter Weight
4 422in. To ft.lbs./ft.
Screen?MakeType
422Open Hole From ft.To ft.455
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 212349
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.109 Measureland surface 08/17/1971
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
424
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461804 4948949
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031212351
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
DORN, LEO 114 22 W 16 BCBABA 340 ft.340 ft.06/20/1972
Elevation 951 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 18251 VERGUS AV PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
DRIFT CLAY 0 100
SAND 100 113
CLAY 113 147
FINE SAND 147 206
COARSE SAND 206 212
CLAY 212 322
SHALE 322 340 YELLOW
Stratigraphy Information
Casing Diameter Weight
4 325in. To ft.lbs./ft.
Screen?MakeType
325Open Hole From ft.To ft.340
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 212351
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.85 Measureland surface 06/20/1972
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
St.Lawrence-Tunnel City
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
St.Lawrence-Tunnel City
Minnesota Geological Survey
St.Lawrence-
322
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y462047 4948061
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031216768
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 03/03/2017
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KUECHLE,114 22 W 5 CDDABA 560 ft.560 ft.06/29/1977
Elevation 957 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 16816 MARSCHALL RD SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 100
SAND 100 150
CLAY 150 195
SAND 195 200
CLAY 200 335
LIMESTONE 335 385
SHALE & SOAP 385 525
SANDROCK 525 560
Stratigraphy Information
Casing Diameter Weight
4 365in. To ft.lbs./ft.
Screen?MakeType
365Open Hole From ft.To ft.560
Static Water Level
Pumping Level (below land surface)
SEALED 11-15-2010 BY 1622.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 216768
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.178 Measureland surface 06/29/1977
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
St.Lawrence Formation
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Wonewoc Sandstone
Minnesota Geological Survey
multiple
355
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461090 4950334
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031221331
County Scott Entry Date 02/23/1989
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MCCULLOUGH,114 22 W 17 ABABBD 185 ft.185 ft.08/03/1978
Elevation 935 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 18025 LANGFORD BL JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 5
SAND & CLAY LAYERS 5 92
COARSE SAND 92 93
MOSTLY FINE SAND 93 185
CLAY 185 185 BLUE
Stratigraphy Information
Casing Diameter Weight
4 178in. To ft.lbs./ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.8 10in.ft.07 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
CASING SIZE & DEPTH ESTIMATED.
Material FromAmount To
cuttings ft.0 ft.0
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 221331
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.141 Measureland surface 08/03/1978
75 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay-gray
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461330 4948375
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031221336
County Scott Entry Date 02/11/1988
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
JARSHO,114 22 W 8 ABACCC 485 ft.485 ft.04/22/1978
Elevation 913 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
0 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Geological Material From To (ft.)Color Hardness
MOSTLY CLAY 0 20
SOUPY SAND 20 30 SOFTGRAY
CLAY & SAND 30 275 HARDGRAY
SANDY CLAY 275 375 HARDGRAY
SHALE 375 470 SOFTGRAY
SANDROCK 470 485 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 377in. To ft.lbs./ft.
Screen?MakeType
377Open Hole From ft.To ft.485
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 221336
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.125 Measureland surface 04/22/1978
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Wonewoc Sandstone
Minnesota Geological Survey
multiple
375
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461336 4949931
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031221355
County Scott Entry Date 02/23/1989
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
ROUGHIER 114 22 W 6 DCDDDB 114 ft.114 ft.06/23/1978
Elevation 963 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 670 170TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 25 SOFTYELLOW
CLAY 25 77 SOFTBLUE
SAND 77 82 SOFTBROWN
CLAY 82 90 MEDIUMBLUE
FINER SAND 90 114 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 109in. To ft.lbs./ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.8 20in.ft.1097 114 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.0 90 ft.0
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 221355
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.68 Measureland surface 06/23/1978
50 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y459929 4950194
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990Name on mailbox
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031221372
County Scott Entry Date 02/23/1989
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HENEN, KEN 114 22 W 7 AADDBB 126 ft.125 ft.07/17/1978
Elevation 950 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17220 LANGFORD AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 34 SOFTYELLOW
SAND 34 47 SOFTGRAY
CLAY 47 68 SOFTBLUE
FINER SAND 68 126 SOFTGRAY
CLAY 126 126 BLUE
Stratigraphy Information
Casing Diameter Weight
4 119in. To ft.lbs./ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.8 10in.ft.1207 125 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
2.25 FT. LEADEN ON SCREEN
Material FromAmount To
cuttings ft.0 105 ft.0
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 221372
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.68 Measureland surface 07/17/1978
ft.69 hrs.Pumping at 10 g.p.m.
50 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay-gray
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y460248 4949778
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990Information from
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031221373
County Scott Entry Date 02/23/1989
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PIEPER, JOE 114 22 W 7 ABABBA 124 ft.122 ft.12/20/1977
Elevation 973 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 591 170TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 30 SOFTYELLOW
CLAY 30 88 SOFTBLUE
COARSE SAND 88 108 MEDIUMBROWN
COARSER SAND 108 122
FINER SAND 122 124
Stratigraphy Information
Casing Diameter Weight
4 117in. To ft.lbs./ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.8 25in.ft.1177 122 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
2.25 FT. LEADER ON SCREEN
Material FromAmount To
cuttings ft.0 ft.0
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 221373
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.81 Measureland surface 12/20/1977
ft.83 hrs.Pumping at 10 g.p.m.
65 feet West Direction Barnyard Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand
Minnesota Geological Survey
Quat. buried
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y459784 4950098
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/01/1990Name on mailbox
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031256951
County Scott Entry Date 01/31/2006
Quad Update Date 01/31/2006
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KLINGBERG,114 22 W 16 BBC 195 ft.195 ft.05/31/1966
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Unknow
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 18151 VERGUS AV PRIOR LAKE MN
Geological Material From To (ft.)Color Hardness
CLAY 0 61
FINE SAND 61 195
Stratigraphy Information
Casing Diameter Weight
4 190 11in. To ft.lbs./ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 10in.ft.1908 195 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.190 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 256951
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.159 Measureland surface 05/31/1966
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
05/00/1966
0.75 220
12180
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031257255
County Scott Entry Date 03/12/2007
Quad Prior Lake Update Date 08/31/2016
Quad ID 89B Received Date 01/22/2007
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PRIOR LAKE OB-114 22 W 4 BCBCBC 365 ft.365 ft.09/28/2006
Elevation 961 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use abandoned Status Sealed
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
Contact 17073 ADELMANN ST SE PRIOR LAKE MN 553721714
Contact 16358 STEMOR RD NW SHAKOPEE MN
Geological Material From To (ft.)Color Hardness
TOP SOIL 0 3 SOFTBLACK
SILTY CLAY 3 14 SOFTGRAY
SILTY SAND 14 26 SOFTBROWN
SILTY SAND 26 40 MEDIUMGRAY
SILTY CLAY 40 91 MEDIUMGRAY
SILT & GRAVEL 91 96 MEDIUMBROWN
FINE SAND 96 111 MEDIUMGRAY
SAND & COBBLES 111 172 MEDIUMBROWN
SILT 172 191 MEDIUMGRAY
SAND & GRAVEL 191 200 MEDIUMBROWN
TILL 200 232 MEDIUMBROWN
FINE SAND 232 249 MEDIUMBROWN
SILTY CLAY &249 255 MEDIUMGRAY
ROCK 255 256 HARDBROWN
SAND 256 266 MEDIUMBROWN
CLAY 266 267 MEDIUMGRAY
SAND WITH CLAY 267 297 MEDIUMBROWN
SILT 297 305 MEDIUMGRAY
SILTY CLAY &305 334 MEDIUMBROWN
SILTY FINE SAND 334 339 MEDIUMGRAY
FINE SAND 339 347 MEDIUMBROWN
SILTY SAND 347 353 MEDIUMGRAY
REWORKED 353 358 MEDIUMBROWN
SANDSTONE 358 365 HARDTAN
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
ORIGINALLY A TEST BORING.
SEALED 9-29-2006 BY TRAUT HYDRO TECH (1404).
Material FromAmount To
neat cement ft.365 ft.71 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 257255
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Mark J Traut Wells, Inc. 1404 KARASCH, D.
Remarks
St.Lawrence Formation
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
St.Lawrence Formation
Minnesota Geological Survey
358
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461976 4951165
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 03/12/2007Info/GPS from data
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031257256
County Scott Entry Date 03/12/2007
Quad Jordan East Update Date 08/31/2016
Quad ID 90A Received Date 01/22/2007
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PRIOR LAKE OB-114 22 W 6 ACADAA 240 ft.240 ft.11/29/2006
Elevation 955 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use abandoned Status Sealed
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
Well 745 160TH ST PRIOR LAKE MN 55372
Contact 17073 ADELMANN ST SE PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
TOP SOIL 0 1 MEDIUMBROWN
SANDY CLAY 1 38 MEDIUMBROWN
CLAY 38 81 MEDIUMGRAY
SAND 81 83 MEDIUMGRAY
CLAY 83 100 MEDIUMGRAY
SILTY SAND 100 102 MEDIUMBROWN
SAND 102 113 MEDIUMBROWN
GRAVEL 113 116 MEDIUMBROWN
SILTY CLAY 116 122 MEDIUMGRAY
CLAY 122 123 MEDIUMBROWN
FINE SAND 123 135 MEDIUMBROWN
SAND & ROCKS 135 140 MEDIUMBROWN
SILTY SAND 140 145 MEDIUMBROWN
CLAY 145 150 MEDIUMGRAY
FINE SILTY SAND 150 160 MEDIUMBROWN
SILTY CLAY 160 162 MEDIUMGRAY
FINE SILTY SAND 162 190 MEDIUMBROWN
DOLOMITE 190 235 HARDTAN
SANDSTONE 235 240 MEDIUMTAN
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
ORIGINALLY AN ENVIRONMENTAL BORE HOLE.
SEALED 11-29-2006 BY TRAUT HYDRO-TECH (1404).
Material FromAmount To
neat cement ft.240 ft.3 Cubic yards
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 257256
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Mark J Traut Wells, Inc. 1404 ANDERSON, M.
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Jordan Sandstone
Minnesota Geological Survey
190
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y459949 4951197
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 03/12/2007Info/GPS from data
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031279689
County Scott Entry Date
Quad Update Date 05/22/2019
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
OSTIGAAND,114 22 W 8 null 114 ft.114 ft.07/31/1970
Elevation Elev. Method Drill Method Drill Fluid
Address Use domestic Status Unknow
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 17996 LANGFORD BL MN
Geological Material From To (ft.)Color Hardness
CLAY 0 24 YELLOW
CLAY 24 97 BLUE
WATER BEARING 97 114 GRAY
Stratigraphy Information
Casing Diameter Weight
4 110in. To ft.lbs./ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.7 in.ft.ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
BUSINESS: LEE POWERS WELL CO. INC.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 279689
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
GWFIDATION
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.70 Measureland surface 07/31/1970
ft.hrs.Pumping at 20 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031279691
County Scott Entry Date
Quad Update Date 05/21/2019
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
NOVATNY,114 22 W 5 null 349 ft.349 ft.04/04/1984
Elevation Elev. Method Drill Method Drill Fluid
Address Use domestic Status Unknow
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1741 SHORELINE BL MN
Stratigraphy Information
Casing Diameter Weight
4 339in. To ft.lbs./ft.
Screen?MakeType
339Open Hole From ft.To ft.349
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 279691
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
MC DONALD
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.137 Measureland surface 04/04/1984
ft.hrs.Pumping at 10 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
KODULEK, G.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031279699
County Scott Entry Date
Quad Update Date 05/22/2019
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
RICE, DONALD 114 22 W 8 null 470 ft.470 ft.07/19/1973
Elevation Elev. Method Drill Method Drill Fluid
Address Use domestic Status Unknow
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1990 LAKEVIEW DR MN
Geological Material From To (ft.)Color Hardness
CLAY 0 110
DIRTY SAND & CLAY 110 190
CLAY 190 220 BLUE
SILT & CLAY 220 420
Stratigraphy Information
Casing Diameter Weight
4 420in. To ft.lbs./ft.
Screen?MakeType
420Open Hole From ft.To ft.470
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 279699
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
STA-RITE
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.110 Measureland surface 07/19/1973
ft.hrs.Pumping at 30 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
SCHULTZ
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031279700
County Scott Entry Date
Quad Update Date 05/22/2019
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SCHWARTY,114 22 W 17 null 150 ft.150 ft.10/05/1977
Elevation Elev. Method Drill Method Drill Fluid
Address Use domestic Status Unknow
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 18595 HALIFAX LA MN
Geological Material From To (ft.)Color Hardness
CLAY 0 118 BLU/BRN
SAND & GRAVEL 118 150
Stratigraphy Information
Casing Diameter Weight
4 145in. To ft.lbs./ft.
stainlessScreen?MakeXType
Diameter Slot/Gauze Length Set
4 12in.ft.ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 279700
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.108 Measureland surface 10/05/1977
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
No Information 0000
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031279713
County Scott Entry Date
Quad Update Date 05/22/2019
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
FELDON, VIRGIL 114 22 W 17 D 133 ft.133 ft.09/20/1974
Elevation Elev. Method Drill Method Drill Fluid
Address Use domestic Status Unknow
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1850 190TH ST E MN
Geological Material From To (ft.)Color Hardness
CLAY 0 106
FINE SAND 106 133
CLAY 133 133
Stratigraphy Information
Casing Diameter Weight
4 128in. To ft.lbs./ft.
stainlessScreen?MakeXType
Diameter Slot/Gauze Length Set
4 10in.ft.5 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 279713
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.87 Measureland surface 09/20/1974
ft.hrs.Pumping at 15 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031279724
County Scott Entry Date
Quad Update Date 05/21/2019
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PETERSEN,114 22 W 8 null 87 ft.87 ft.07/13/1976
Elevation Elev. Method Drill Method Drill Fluid
Address Use multiple dwelling Status Unknow
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 17321 SUNSET AV MN
Geological Material From To (ft.)Color Hardness
CLAY 0 35
SAND 35 40
CLAY 40 81
SAND 81 87
CLAY 87 87
Stratigraphy Information
Casing Diameter Weight
4 82in. To ft.lbs./ft.
stainlessScreen?MakeXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.5 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 279724
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.28 Measureland surface 07/13/1976
ft.hrs.Pumping at 20 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.5
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031279725
County Scott Entry Date
Quad Update Date 05/21/2019
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BARLAGE,114 22 W 8 BB 128 ft.128 ft.04/19/1979
Elevation Elev. Method Drill Method Drill Fluid
Address Use domestic Status Unknow
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1085 170TH ST E MN
Geological Material From To (ft.)Color Hardness
CLAY 0 107
SAND 107 128
Stratigraphy Information
Casing Diameter Weight
4 123in. To ft.lbs./ft.
Screen?MakeXType
Diameter Slot/Gauze Length Set
3.7 18in.ft.5 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 279725
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT AND WALLING
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.75 Measureland surface 04/19/1979
ft.hrs.Pumping at 15 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031279726
County Scott Entry Date
Quad Update Date 05/21/2019
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HENNEN,114 22 W 7 C 365 ft.365 ft.09/06/1978
Elevation Elev. Method Drill Method Drill Fluid
Address Use domestic Status Unknow
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 17355 BASELINE AV MN
Geological Material From To (ft.)Color Hardness
DIRT 0 2 BLACK
CLAY 2 16 YELLOW
CLAY 16 35 BLUE
CLAY 35 44 YELLOW
GRAVEL 44 58
SAND & SILT 58 68
CLAY 68 90 BLUE
CLAY & GRAVEL 90 120 GRAY
CLAY 120 240 GRAY
CLAY & GRAVEL 240 260 GRAY
CLAY & SILT 260 293 GRAY
SANDSTONE 293 315 GREEN
SANDSTONE 315 365 GRAY
Stratigraphy Information
Casing Diameter Weight
4 294in. To ft.lbs./ft.
Screen?MakeType
294Open Hole From ft.To ft.365
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 279726
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
MC DONALD
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.205 Measureland surface 09/06/1978
ft.hrs.Pumping at 10 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
1
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
BOHN, G.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031279727
County Scott Entry Date
Quad Update Date 05/21/2019
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KRUEGER, FRED 114 22 W 6 D 119 ft.119 ft.04/29/1976
Elevation Elev. Method Drill Method Drill Fluid
Address Use domestic Status Unknow
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 726 170TH ST E MN
Geological Material From To (ft.)Color Hardness
CLAY 0 30
SAND 30 119
Stratigraphy Information
Casing Diameter Weight
4 114in. To ft.lbs./ft.
stainlessScreen?MakeXType
Diameter Slot/Gauze Length Set
3.5 18in.ft.5 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 279727
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.60 Measureland surface 04/29/1976
ft.hrs.Pumping at 20 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
0.75
Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031279728
County Scott Entry Date
Quad Update Date 05/21/2019
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PETERS,114 22 W 5 A 275 ft.275 ft.
Elevation Elev. Method Drill Method Drill Fluid
Address Use domestic Status Unknow
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1551 161ST ST E MN
Stratigraphy Information
Casing Diameter Weight
5 248in. To ft.lbs./ft.
Screen?MakeType
248Open Hole From ft.To ft.275
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 279728
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
JZAWZZI
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.190 Measureland surface null
ft.hrs.Pumping at 30 g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
1.5
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
ROGEN, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031401117
County Scott Entry Date 02/11/1988
Quad Prior Lake Update Date 06/30/2016
Quad ID 89B Received Date 02/08/1984
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
AURINGER,114 22 W 5 DDCBAD 302 ft.302 ft.12/28/1983
Elevation 925 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1771 SHORELINE BL SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 35 SOFTBROWN
CLAY 35 256 MEDIUMBLUE
BROKEN LIMESTONE,256 263 HARDBROWN
SAND 263 302 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 297 11in. To ft.lbs./ft.
Hole Diameter
6 278in. To ft.
4 302in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.7 18in.ft.7 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
SEALED 05-20-2016 BY 1540
Material FromAmount To
cuttings ft.278 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 401117
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.147 Measureland surface 12/28/1983
50 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
01/04/1983
A 0.75 220
12162 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, R
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461643 4950300
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031407620
County Scott Entry Date 04/16/1991
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
WOODGATE,114 22 W 8 DCACCB 500 ft.500 ft.05/21/1990
Elevation 938 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1710 SPRING LAKE CI PRIOR LAKE MN 55372
Contact 17294 SUNNY CI SW PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 10 SOFTBROWN
SAND 10 15 SOFTBROWN
CLAY 15 70 MEDIUMGRAY
ROCK 70 71 HARDBLACK
CLAY 71 98 SOFTGRAY
LIMESTONE ROCK 98 100 HARDYELLOW
SAND & GRAVEL 100 115 HARDBROWN
SILTY CLAY 115 198 MEDIUMGRAY
COARSE SAND 198 200 MEDIUMBRN/BLK
SILTY SANDSTONE 200 265 MEDIUMGRAY
ROCK 265 280 HARDBLACK
CLAY 280 315 MEDIUMGRAY
ROCK BOULDER 315 316 HARDYELLOW
SILTY CLAY 316 420 MEDIUMBLK/GRY
BROKEN 420 430 HARD
SHALE 430 440 HARDGREEN
SANDSTONE BRN GRN 440 500 HARDVARIED
Stratigraphy Information
Casing Diameter Weight
4 430 11in. To ft.lbs./ft.
Hole Diameter
6.2 430in. To ft.
4 500in. To ft.
Screen?MakeType
430Open Hole From ft.To ft.500
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.0 430 ft.2 Cubic yards
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 407620
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.130 Measureland surface 05/21/1990
ft.130 hrs.3 Pumping at 30 g.p.m.
200 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
05/21/1990
4F10B07301 0.75 230
10168 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Associated Well Co.27259 SCHULTZ, M.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Wonewoc Sandstone
Minnesota Geological Survey
Tunnel City-
430
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461337 4948750
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031408321
County Scott Entry Date 09/05/2001
Quad Prior Lake Update Date 09/30/2005
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
ORTH, MARK 114 22 W 9 CBCCAD 227 ft.227 ft.00/00/1985
Elevation 923 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
Well 17702 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 25 YELLOW
CLAY 25 70 GRAY
CLAY 70 85 GRAY
CLAY & GRAVEL 85 95 GRAY
CLAY 95 180 GRAY
SAND 180 227
Stratigraphy Information
Casing Diameter Weight
4 225in. To ft.lbs./ft.
Hole Diameter
in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
8in.ft.05 227 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
well grouted, type unknown ft.ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 408321
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.170 Measureland surface 00/00/1985
feet Direction Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
00/00/1985
0.75
0220 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 BOHN, G.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461999 4948972
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 07/26/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031420042
County Scott Entry Date 03/17/1991
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
LENKE, HARRY 114 22 W 6 DCDDBB 130 ft.130 ft.03/21/1986
Elevation 981 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 602 170TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 26 MEDIUMBROWN
CLAY 26 87 MEDIUMBLUE
SANDY CLAY 87 123 MEDIUMBROWN
COARSE SAND 123 130 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 125 11in. To ft.lbs./ft.
Hole Diameter
6 123in. To ft.
4 130in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.7 18in.ft.1257 130 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.123 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 420042
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.80 Measureland surface 03/21/1986
100 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
06/02/1986
BA 0.75 220
10111 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 JAECKELS, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y459861 4950213
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031424665
County Scott Entry Date 03/05/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
GEISTER,114 22 W 8 BAADDD 137 ft.137 ft.08/05/1986
Elevation 936 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17041 MARSCHALL RD SHAKOPEE MN
Geological Material From To (ft.)Color Hardness
CLAY 0 8 MEDIUMYELLOW
SANDY CLAY 8 20 MEDIUMYELLOW
SAND 20 52 MEDIUMBROWN
CLAY 52 99 MEDIUMBLUE
SAND 99 101 MEDIUMBROWN
CLAY 101 115 MEDIUMBLUE
SANDY CLAY 115 123 MEDIUMBLUE
SAND 123 137 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
4 132 11in. To ft.lbs./ft.
Hole Diameter
6 125in. To ft.
4 137in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.7 10in.ft.1327 137 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.125 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 424665
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.50 Measureland surface 08/05/1986
25 feet East Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/06/1986
BA 0.75 220
1075 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461133 4949932
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 07/26/2005Information from
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031427463
County Scott Entry Date 03/06/1991
Quad Prior Lake Update Date 03/03/2017
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
WILSON, JIM 114 22 W 9 CBCCDB 423 ft.423 ft.06/09/1987
Elevation 931 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
Threaded
1.5 ft.
Casing Type Telescoping
No
X Above/BelowYesDrive Shoe?
Joint
C/W 2021 LAKE VIEW DR JORDAN MN
Geological Material From To (ft.)Color Hardness
CLAY 0 35 SOFTYELLOW
CLAY 35 180 MEDIUMGRAY
SAND & CLAY 180 247 MEDIUMGRAY
CLAY 247 360 MEDIUMGRAY
SAND 360 418 MEDIUMBROWN
WATER & SAND 418 423 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
3 401in. To ft.lbs./ft.
4 237 11in. To ft.lbs./ft.
Hole Diameter
6.7 237in. To ft.
6.2 401in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2.5 12in.ft.41826 423 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
SCREEN- 3X2 K PACKER WITH 21 FEET LEAD PIPE.
SEALED 09-27-2013 BY 1622.
Material FromAmount To
bentonite ft.ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 427463
HE-01205-15
Printed on 11/24/2025
MERRILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
MYERS
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.113 Measureland surface 06/09/1987
ft.120 hrs.2 Pumping at 40 g.p.m.
75 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
06/09/1987
BANDIT 0.75 230
15154 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHWICH, G
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461974 4948955
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 07/26/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031427477
County Scott Entry Date 03/06/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
WILSON, JIM 114 22 W 8 null 78 ft.78 ft.09/19/1987
Elevation Elev. Method Drill Method Drill Fluid
Address Use abandoned Status Sealed
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type
No
X Above/BelowYesDrive Shoe?
Joint
C/W 2021 LAKEVIEW DR JORDAN MN
Geological Material From To (ft.)Color Hardness
CLAY 0 35 SOFTYELLOW
CLAY 35 72 MEDIUMGRAY
SAND SUGAR 72 78 SOFTWHITE
Stratigraphy Information
Casing Diameter Weight
4 74 11in. To ft.lbs./ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 8in.ft.745 78 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
THIS IS AN ABANDONMENT RECORD.
DUETSCH 2ND ADDN LOT 2&3.
Material FromAmount To
neat cement ft.0 74 ft.0.5 Cubic yards
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 427477
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.58 Measureland surface 09/19/1987
75 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.74 Jet
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHUICH, G
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031428623
County Scott Entry Date 03/07/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
NOTERMAN,114 22 W 17 BCDDCA 116 ft.116 ft.10/08/1987
Elevation 924 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 18455 LANGFORD AV JORDAN MN
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 6 SOFTBROWN
CLAY 6 23 MEDIUMBROWN
CLAY 23 36 MEDIUMBLUE
SAND 36 51 SOFTGRAY
CLAY 51 90 MEDIUMBLUE
SAND 90 116 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
4 111 11in. To ft.lbs./ft.
Hole Diameter
6 97in. To ft.
4 116in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.7 15in.ft.1117 116 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
18455 LANGFORD AVE., JORDAN
Material FromAmount To
cuttings ft.0 97 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 428623
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.64 Measureland surface 10/08/1986
70 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
01/28/1987
BA 0.75 220
1093 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460628 4947748
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 07/26/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031428642
County Scott Entry Date 03/05/1991
Quad Prior Lake Update Date 03/03/2017
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BREEGEMANN,114 22 W 5 DDAACA 183 ft.183 ft.02/16/1987
Elevation 925 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1966 SHORELINE BL SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 26 MEDIUMYELLOW
SAND 26 32 SOFTYELLOW
CLAY 32 48 MEDIUMBLUE
SANDY CLAY 48 67 MEDIUMBLUE
CLAY 67 145 MEDIUMBLUE
SAND 145 161 MEDIUMBROWN
CLAY 161 167 MEDIUMBLUE
SAND 167 183 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 177 11in. To ft.lbs./ft.
Hole Diameter
6 177in. To ft.
4 183in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.7 10in.ft.1787 183 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
SEALED 03-20-2014 BY 1622.
Material FromAmount To
bentonite ft.177 ft.
cuttings ft.177 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 428642
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
MYERS
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.143 Measureland surface 02/16/1987
70 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/00/1987
1 220
12164 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461900 4950455
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031436445
County Scott Entry Date 03/05/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
LEBEAU, BRAD 114 22 W 9 CCCABB 217 ft.217 ft.10/13/1987
Elevation 943 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17891 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 121 MEDIUMBLUE
SAND 121 123 MEDIUMBROWN
CLAY 123 167 MEDIUMBLUE
SAND 167 176 MEDIUMBROWN
CLAY 176 189 MEDIUMBLUE
SAND 190 205 MEDIUMGRAY
CLAY 205 207 SOFTBLUE
SAND 207 217 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 212 11in. To ft.lbs./ft.
Hole Diameter
6 200in. To ft.
4 217in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.2128 217 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.200 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 436445
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.142 Measureland surface 10/13/1987
100 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/00/1987
BA 0.75 220
10165 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462037 4948692
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031441511
County Scott Entry Date 03/17/1991
Quad Jordan East Update Date 09/22/2017
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BOHN, GARY 114 22 W 18 BADBCC 500 ft.500 ft.03/14/1988
Elevation 965 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 18190 DAIRY LA JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 17 YELLOW
CLAY 17 115 GRAY
SAND 115 119 BROWN
CLAY 119 220 GRAY
CLAY, SHALE 220 415 GRY/WHT
CLAY, SHALE 415 428 GRY/WHT
FRANCONIA 428 435 GRN/BLK
SANDSTONE 435 452 GRAY
SANDSTONE 452 500 GRAY
Stratigraphy Information
Casing Diameter Weight
4 427 11in. To ft.lbs./ft.
Hole Diameter
6.2 427in. To ft.
4 500in. To ft.
Screen?MakeType
427Open Hole From ft.To ft.500
Static Water Level
Pumping Level (below land surface)
GAMMA LOGGED 3-17-2005.
FORMER OWNER PAUL KRUEGER.
SEALED 06-06-2017 BY 1445
Material FromAmount To
bentonite ft.0 427 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 441511
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
RED JACKET
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.185 Measureland surface 03/14/1988
ft.185 hrs.2 Pumping at 20 g.p.m.
50 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
03/15/1988
14BC 1 220
10210 Submersible
X Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VONBANK, B.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Wonewoc Sandstone
Minnesota Geological Survey
Tunnel City-
428
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y459314 4948223
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 03/21/2005Information from
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031443621
County Scott Entry Date 03/05/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HENCELS, JOHN 114 22 W 9 CBCAAD 247 ft.247 ft.06/16/1988
Elevation 949 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17665 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 37 SOFTBROWN
CLAY 37 208 HARDBROWN
SAND 208 219 SOFTBROWN
CLAY 219 235 SOFTBLUE
SAND 235 247 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
4 242 11in. To ft.lbs./ft.
Hole Diameter
6 210in. To ft.
4 247in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.2427 247 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.210 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 443621
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.149 Measureland surface 06/16/1988
107 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
06/00/1988
A12-75 0.75 220
12183 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462103 4949062
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031443655
County Scott Entry Date 03/05/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KREUGER,114 22 W 8 DDAADC 219 ft.219 ft.08/26/1988
Elevation 941 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1985 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 12 MEDIUMYELLOW
CLAY 12 33 SOFTBROWN
CLAY 33 78 MEDIUMGRAY
SAND 78 113 SOFTGRAY
CLAY (SANDY)113 207 HARDBLUE
SAND 207 219 MEDIUMGRAY
Stratigraphy Information
Casing Diameter Weight
4 214 11in. To ft.lbs./ft.
Hole Diameter
6 200in. To ft.
4 219in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.2148 219 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.200 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 443655
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
WEBTROL
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.139 Measureland surface 08/26/1988
150 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/12/1988
0.75 220
10165 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 ECKLUND, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461878 4948809
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031443656
County Scott Entry Date 03/06/1991
Quad Prior Lake Update Date 03/03/2017
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
GRAY, STUART 114 22 W 9 CCBACB 214 ft.214 ft.08/24/1988
Elevation 935 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17741 VERGUS AV PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 7 SOFTBROWN
CLAY 7 24 SOFTYELLOW
CLAY 24 78 MEDIUMBLUE
SAND 78 89 SOFTGRAY
CLAY 89 96 MEDIUMGRAY
SAND 96 112 SOFTGRAY
CLAY 112 191 HARDBLUE
SAND 191 214 HARDGRAY
Stratigraphy Information
Casing Diameter Weight
4 208 11in. To ft.lbs./ft.
Hole Diameter
6 201in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.2098 214 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
FORMER OWNER DUANE BORKA.
SEALED 10-27-2006 BY 1622.
Material FromAmount To
cuttings ft.0 201 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 443656
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.145 Measureland surface 08/24/1988
80 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/14/1988
BA 0.75 220
10165 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 ECKLUND, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462037 4948838
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031451168
County Scott Entry Date 03/05/1991
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SEURER,114 22 W 7 AAACAD 132 ft.132 ft.10/20/1988
Elevation 945 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17100 LANGFORD AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 31 SOFTBROWN
SAND 31 47 MEDIUMBROWN
CLAY 47 63 MEDIUMBLUE
SAND (ROCKY)63 83 MEDIUMBROWN
CLAY 83 96 MEDIUMGRAY
SAND 96 114 MEDIUMBROWN
CLAY 114 124 MEDIUMGRAY
SAND 124 132 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 126 11in. To ft.lbs./ft.
Hole Diameter
6 109in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.1277 132 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
FORMER OWNER KENNETH HENNEN.
Material FromAmount To
cuttings ft.0 ft.
bentonite ft.126 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 451168
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.68 Measureland surface 10/20/1988
83 feet Northeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
12/19/1988
A12-75 0.75 220
12111 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460231 4949990
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031451175
County Scott Entry Date 03/05/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MILLER, JOE &114 22 W 8 DDDADB 186 ft.186 ft.10/06/1988
Elevation 930 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17900 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 38 SOFTYELLOW
SANDY CLAY 38 99 SOFTBLUE
CLAY (ROCKY)99 113 HARDBLUE
SAND 113 186 MEDIUMGRAY
Stratigraphy Information
Casing Diameter Weight
4 181 11in. To ft.lbs./ft.
Hole Diameter
6 175in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.1767 181 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.175 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 451175
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
WEBTROL
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.135 Measureland surface 10/06/1988
80 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/00/1988
0.75 220
10165 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461867 4948651
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031451183
County Scott Entry Date 03/07/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
FELDTAN,114 22 W 17 DDCDBC 320 ft.320 ft.11/01/1988
Elevation 955 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1850 190TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 26 SOFTYELLOW
CLAY 26 60 SOFTBLUE
SAND 60 78 SOFTBROWN
CLAY 78 268 SOFTBLUE
SAND 268 291 MEDIUMBROWN
SOAPSTONE 291 307 MEDIUMWHITE
LIMESTONE 307 320 HARDBROWN
Stratigraphy Information
Casing Diameter Weight
4 310 11in. To ft.lbs./ft.
Hole Diameter
6 310in. To ft.
4 320in. To ft.
Screen?MakeType
310Open Hole From ft.To ft.320
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.0 310 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 451183
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
WEBTROL
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.120 Measureland surface 11/01/1988
80 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
12/07/1988
0.75 220
10144 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
St.Lawrence Formation
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
St.Lawrence Formation
Minnesota Geological Survey
St.Lawrence
291
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461602 4946940
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031451930
County Scott Entry Date 03/07/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
THIELEN, JOHN 114 22 W 16 CCBDBA 340 ft.340 ft.11/01/1988
Elevation 954 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 2075 189TH ST JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 15 YELLOW
CLAY 15 105 GRAY
SAND 105 133 BROWN
SAND, GRAVEL, CLAY 133 290
CLAY, ROCK, SHALE 290 308 GRY/GRN
SAND, ROCK, SHALE 308 340
Stratigraphy Information
Casing Diameter Weight
4 308in. To ft.lbs./ft.
Hole Diameter
6.2 308in. To ft.
4 340in. To ft.
Screen?MakeType
308Open Hole From ft.To ft.340
Static Water Level
Pumping Level (below land surface)
FORMER OWNER CHUCK LENTZ.
Material FromAmount To
bentonite ft.0 308 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 451930
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
JACUZZI
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.95 Measureland surface 11/01/1988
ft.95 hrs.2 Pumping at 20 g.p.m.
10 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/10/1988
0.5 220
10105 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
St.Lawrence Formation
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
St.Lawrence Formation
Minnesota Geological Survey
St.Lawrence
290
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462040 4947183
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031451964
County Scott Entry Date 03/17/1991
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SAND, JEFF 114 22 W 6 CDADCD 121 ft.121 ft.08/03/1989
Elevation 955 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 440 170TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 15 YELLOW
CLAY 15 90 GRY/BLK
GRAVEL 90 93
CLAY 93 115 GRAY
SAND 115 121 BROWN
Stratigraphy Information
Casing Diameter Weight
4 116in. To ft.lbs./ft.
Hole Diameter
6.2 121in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 12in.ft.1164.5 121 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.116 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 451964
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.75 Measureland surface 08/03/1989
ft.75 hrs.2 Pumping at 20 g.p.m.
50 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/03/1989
0.5 220
10100 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y459488 4950335
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031451968
County Scott Entry Date 03/06/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MCQUISTON,114 22 W 9 CBCCBB 87 ft.87 ft.08/17/1989
Elevation 922 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
1 ft.
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
C/W 2010 LAKEVIEW DR JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 15 BRN/GRY
CLAY 15 75 GRAY
SAND 75 87 GRAY
Stratigraphy Information
Casing Diameter Weight
4 82in. To ft.lbs./ft.
Hole Diameter
6.2 87in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 10in.ft.824.5 87 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
DEUTSCH ADD. BLK 1 LO5 5.
Material FromAmount To
neat cement ft.10 40 ft.
bentonite ft.40 82 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 451968
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.50 Measureland surface 08/17/1989
ft.75 hrs.2 Pumping at 10 g.p.m.
55 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/24/1989
0.5 220
1070 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461925 4948989
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031463680
County Scott Entry Date 03/06/1991
Quad Prior Lake Update Date 06/23/2022
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
RENGSTROF,114 22 W 8 ABABCA 413 ft.413 ft.08/28/1990
Elevation 917 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17031 SUNSET AV SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
SOIL 0 8 SOFTBLACK
CLAY 8 11 SOFTYELLOW
CLAY 11 82 SOFTGRAY
CLAY 82 125 MEDIUMGRAY
CLAY & GRAVEL 125 168 MEDIUMGRAY
CLAY 168 230 MEDIUMGRAY
CLAY 230 247 SOFTGRAY
CLAY & GRAVEL 247 252 MEDIUMGRAY
GRAVEL 252 403 HARD
LIMEROCK 403 413 HARD
Stratigraphy Information
Casing Diameter Weight
4 403 11in. To ft.lbs./ft.
Hole Diameter
6.7 402in. To ft.
4 413in. To ft.
Screen?MakeType
403Open Hole From ft.To ft.413
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.402 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 463680
HE-01205-15
Printed on 11/24/2025
MERRILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.122 Measureland surface 08/28/1990
ft.hrs.2 Pumping at 40 g.p.m.
75 feet South Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/28/1990
BA10 0.75 230
4154 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHWICH, D.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
403
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461395 4950075
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031466191
County Scott Entry Date 03/17/1991
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
THEIS, EDWIN 114 22 W 6 AAABBB 280 ft.280 ft.07/06/1990
Elevation 961 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Welded
1 ft.
Casing Type Step down
No
X Above/BelowYesDrive Shoe?
Joint
C/W 891 160TH ST E SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY & ROCKS 0 28 MEDIUMBROWN
CLAY & ROCKS 28 50 MEDIUMBLUE
COARSE SAND &50 114 MEDIUMBROWN
SHAKOPEE LIMESTONE 114 209 HARDBRN/RED
JORDAN SANDROCK 209 280 MEDIUMWHT/YEL
Stratigraphy Information
Casing Diameter Weight
4 255 11in. To ft.lbs./ft.
8 115 28.5in. To ft.lbs./ft.
Hole Diameter
11 115in. To ft.
8 255in. To ft.
4 280in. To ft.
Screen?MakeType
255Open Hole From ft.To ft.280
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
neat cement ft.8 255 ft.5.5 Cubic yards
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 466191
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.190 Measureland surface 07/06/1990
30 feet South Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/25/1990
BA 1 220
10219 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 JAECKELS, R.
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Jordan Sandstone
Minnesota Geological Survey
Jordan
114
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460189 4951700
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031474652
County Scott Entry Date 08/23/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SCHUNK, JOHN 114 22 W 8 DCCABC 111 ft.111 ft.12/07/1990
Elevation 943 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1600 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 11 SOFTYELLOW
CLAY 11 89 SOFTBLUE
FINE SAND 89 104 SOFTBROWN
COARSE GRAVEL 104 111 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 105in. To ft.lbs./ft.
Hole Diameter
6 104in. To ft.
4 111in. To ft.
stainlessScreen?Make HOWARD SMITHXType
Diameter Slot/Gauze Length Set
3.5 18in.ft.1057 111 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.100 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 474652
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.57 Measureland surface 12/07/1990
21 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
01/04/1991
A12-75 0.75 220
1293 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
gravel (+larger)-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461222 4948674
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031474654
County Scott Entry Date 08/23/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KLATTE, PETER 114 22 W 8 CDBCAC 111 ft.111 ft.11/13/1990
Elevation 931 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 18050 LANGFORD BL JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 17 SOFTYELLOW
CLAY 17 65 SOFTBLUE
SAND & GRAVEL WITH 65 89 MEDIUMBROWN
CLAY 89 101 MEDIUMBLUE
SAND 101 111 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
5 105 15in. To ft.lbs./ft.
Hole Diameter
8 105in. To ft.
stainlessScreen?Make HOWARD SMITHXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.1067.5 111 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.105 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 474654
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.56 Measureland surface 11/13/1990
30 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/26/1990
BA 0.75 220
1093 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460790 4948779
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031482246
County Scott Entry Date 03/31/1993
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HIGDEM, KYLE 114 22 W 8 DCCDAB 195 ft.195 ft.05/20/1992
Elevation 940 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1510 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 19 MEDIUMBROWN
SANDY CLAY 19 93 MEDIUMBLUE
SAND 93 95 SOFTBROWN
SAND & CLAY LAYERS 95 104 MEDIUMBLU/BRN
SAND-DIRTY 104 115 MEDIUMGRAY
SANDY CLAY 115 180 MEDIUMGRAY
SAND-FINE 180 195 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 190 11in. To ft.lbs./ft.
Hole Diameter
6 107in. To ft.
4 195in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.1907 195 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
FORMER OWNER ALLEN MATHWIG.
Material FromAmount To
cuttings ft.0 104 ft.Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 482246
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.145 Measureland surface 05/20/1992
50 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
06/01/1992
4F10B07 0.75 220
10165 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 JAECKELS, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461269 4948590
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031482256
County Scott Entry Date 03/31/1993
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
THEIS, DAVID &114 22 W 6 DCDBBB 125 ft.125 ft.06/29/1992
Elevation 985 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 580 170TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 25 MEDIUMYELLOW
CLAY 25 46 MEDIUMBROWN
CLAY 46 65 MEDIUMBLUE
SAND 65 78 MEDIUMBROWN
CLAY 78 114 MEDIUMBLUE
SAND 114 125 MEDIUMGRAY
Stratigraphy Information
Casing Diameter Weight
4 120 11in. To ft.lbs./ft.
Hole Diameter
6 120in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 12in.ft.1207 125 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.120 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 482256
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.89 Measureland surface 06/29/1992
100 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/20/1992
4F10B07 0.75 220
10111 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y459747 4950318
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031490552
County Scott Entry Date 10/03/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BROX, KEVIN 114 22 W 8 DCABDD 217 ft.213 ft.07/22/1991
Elevation 935 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1726 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 21 MEDIUMYELLOW
CLAY 21 71 MEDIUMBLUE
SAND 71 82 MEDIUMBROWN
CLAY 82 105 MEDIUMBLUE
SANDY CLAY 105 160 MEDIUMBLUE
SAND 160 169 MEDIUMGRAY
CLAY & SAND LAYERS 169 207 MEDIUMBLUE
SAND 207 213 MEDIUMGRAY
CLAY 213 217 MEDIUMBLUE
Stratigraphy Information
Casing Diameter Weight
4 208 11in. To ft.lbs./ft.
Hole Diameter
6 105in. To ft.
4 213in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.2087 213 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.ft.
bentonite ft.105 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 490552
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.138 Measureland surface 07/22/1991
100 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/22/1991
4F10B07 0.75 220
7183 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461391 4948833
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031490597
County Scott Entry Date 12/26/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SCHMIDT,114 22 W 8 DDACBC 176 ft.176 ft.09/17/1991
Elevation 923 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1875 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 16 SOFTBROWN
SANDY CLAY & SAND 16 135 SFT-MEDBLUE
SAND 135 176 SFT-MEDGRAY
Stratigraphy Information
Casing Diameter Weight
4 171 11in. To ft.lbs./ft.
Hole Diameter
6 157in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.1717 176 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
FORMER OWNER THOMAS SUEL.
Material FromAmount To
cuttings ft.157 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 490597
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.141 Measureland surface 09/17/1991
40 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
09/25/1991
BA-4F10B07 0.75 220
10159 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461721 4948776
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031490598
County Scott Entry Date 12/26/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BURGESON,114 22 W 8 DACCCC 202 ft.202 ft.08/27/1991
Elevation 935 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1796 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 4 SOFTBROWN
SAND 4 31 SOFTBROWN
SANDY CLAY 31 69 SOFTBLUE
SAND & GRAVEL 69 73 SOFTBROWN
SANDY & CLAY 73 97 SOFTBLU/BRN
CLAY 97 110 MEDIUMBLUE
COARSE SAND 110 118 SOFTBROWN
CLAY 118 167 MEDIUMBLUE
SANDY CLAY 167 190 MEDIUMBLUE
SAND 190 202 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 197 11in. To ft.lbs./ft.
Hole Diameter
6 187in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.1977 202 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.197 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 490598
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.145 Measureland surface 08/27/1991
90 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
09/09/1991
A12-75 0.75 220
12183 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461538 4948924
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031491012
County Scott Entry Date 12/29/1991
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
RING, JOHN 114 22 W 7 AABACB 124 ft.124 ft.06/28/1991
Elevation 953 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 697 170TH ST E SHAKOPEE MN 55379
Contact 701 TYROL LA SHAKOPEE 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 20 YELLOW
CLAY 20 58 GRAY
SAND, GRAVEL &58 124 BRN/WHT
Stratigraphy Information
Casing Diameter Weight
4 120in. To ft.lbs./ft.
Hole Diameter
6.2 124in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 12in.ft.1204.5 124 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.120 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 491012
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model 5PS45B54C1
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
RED JACKET
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.65 Measureland surface 06/28/1991
ft.hrs.Pumping at 20 g.p.m.
60 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/03/1991
0.5 220
1080 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
pebbly sand/silt/clay
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460063 4950063
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031493358
County Scott Entry Date 12/26/1991
Quad Prior Lake Update Date 03/03/2017
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
ERKEL, BOB 114 22 W 8 DDBAAB 220 ft.220 ft.07/23/1991
Elevation 924 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1860 SPRING LAKE PRIOR LAKE MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 10 YELLOW
CLAY 10 65 GRAY
SAND 65 80 BROWN
CLAY 80 125 GRAY
SAND, CLAY 125 220 GREEN
Stratigraphy Information
Casing Diameter Weight
4 215 11in. To ft.lbs./ft.
Hole Diameter
6.2 220in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 10in.ft.2154.5 220 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
SEALED 11-14-2012 BY 1445.
Material FromAmount To
bentonite ft.215 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 493358
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model 5PS45B54C1
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.160 Measureland surface 07/23/1991
ft.160 hrs.2 Pumping at 20 g.p.m.
60 feet South Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/25/1991
4F10B07-0.75 220
10189 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay+sand-green
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461669 4948899
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031493394
County Scott Entry Date 06/04/1992
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HAEG, JESS 114 22 W 8 DDBCDA 195 ft.195 ft.12/13/1991
Elevation 945 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1801 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 10 YELLOW
BOULDER 10 11 YELLOW
CLAY 11 33 BROWN
CLAY GRAVEL 33 142 GRAY
SAND, SILT BROWN 142 195 VARIED
Stratigraphy Information
Casing Diameter Weight
4 186 11in. To ft.lbs./ft.
Hole Diameter
6.2 195in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3 10in.ft.1864 195 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.186 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 493394
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model 5PS45B54C1
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.153 Measureland surface 12/13/1991
ft.153 hrs.2 Pumping at 25 g.p.m.
75 feet South Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
12/17/1991
4F10B07-0.75 220
168 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand+silt
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461589 4948736
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031493921
County Scott Entry Date 06/04/1992
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
WALTER,114 22 W 16 BCCDAD 365 ft.365 ft.12/16/1991
Elevation 935 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 2110 185TH ST E PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY & SAND 0 314
SHALE & SANDSTONE 314 365
Stratigraphy Information
Casing Diameter Weight
4 314 10.8in. To ft.lbs./ft.
Hole Diameter
6.2 314in. To ft.
4 365in. To ft.
Screen?MakeType
314Open Hole From ft.To ft.365
Static Water Level
Pumping Level (below land surface)
FORMER OWNERS BRUCE & LIS GRNLIFFE.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 493921
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
MYERS
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.80 Measureland surface 12/16/1991
feet Direction Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
12/16/1991
1 230
14126 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Stodola Don Well Co.27172 MCMAHON, F.
Remarks
St.Lawrence-Tunnel City
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
St.Lawrence-Tunnel City
Minnesota Geological Survey
St.Lawrence-
314
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462085 4947744
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031495850
County Scott Entry Date 06/04/1992
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PIERCE, JAMES 114 22 W 8 DDBCCD 196 ft.196 ft.12/04/1991
Elevation 944 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1775 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 18 SOFTYELLOW
SAND 18 42 SFT-MEDBROWN
CLAY 42 93 MEDIUMBLUE
SANDY CLAY 93 178 MEDIUMBLUE
SAND 178 196 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 186 11in. To ft.lbs./ft.
Hole Diameter
8 186in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.18612 196 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.6 185 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 495850
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.145 Measureland surface 12/04/1991
50 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
12/09/1991
A12-75 0.75 220
12173 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461559 4948722
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031502748
County Scott Entry Date 03/05/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BORKA,114 22 W 9 CBBDAC 372 ft.372 ft.06/28/1989
Elevation 935 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17586 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 18 MEDIUMBROWN
CLAY 18 29 MEDIUMBLUE
CLAY & GRAVEL 29 40 SOFTBLU/BRN
CLAY 40 75 MEDIUMBLUE
SANDY CLAY 75 170 MEDIUMGRAY
SAND 170 173 SOFTBLUE
CLAY & SMALL SAND 173 220 MEDIUMGRAY
DIRTY SAND 220 230 SOFTGRAY
CLAY & SMALL SAND 230 357 M.SOFTGRAY
SAND 357 372 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
4 367 11in. To ft.lbs./ft.
Hole Diameter
6 367in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.3678 372 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.367 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 502748
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.125 Measureland surface 06/28/1989
50 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
06/30/1989
BA 0.75 220
10167 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 JAECKELS, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462078 4949162
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031502753
County Scott Entry Date 03/05/1991
Quad Prior Lake Update Date 03/03/2017
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
EXLEY, ROBERT 114 22 W 9 CBBDAD 233 ft.233 ft.07/12/1989
Elevation 937 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17570 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 27 SOFTBROWN
SANDY CLAY 27 83 MEDIUMBLUE
SAND 83 92 MEDIUMGRAY
CLAY & SAND LAYERS 92 226 MEDIUMBLUE
SAND 226 233 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 228 11in. To ft.lbs./ft.
Hole Diameter
6 210in. To ft.
4 233in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.2287 233 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
OTHER CONTAMINATION = PRIVY.
SEALED 03-12-2009 BY 1622.
Material FromAmount To
cuttings ft.210 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 502753
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.147 Measureland surface 07/12/1989
50 feet West Direction Other Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/19/1989
BA 0.75 220
10183 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462105 4949172
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031502790
County Scott Entry Date 03/05/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KELLY, TERRY 114 22 W 8 DDDADD 185 ft.185 ft.08/24/1989
Elevation 935 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17936 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 60 MEDIUMBLUE
SAND (ROCKY)60 90 MEDIUMBROWN
CLAY 90 127 MEDIUMBLUE
SAND 127 138 MEDIUMBROWN
CLAY 138 163 MEDIUMBLUE
SAND 163 185 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 180 11in. To ft.lbs./ft.
Hole Diameter
6 175in. To ft.
4 185in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.1807 185 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.175 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 502790
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.134 Measureland surface 08/24/1989
85 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/25/1989
BA 0.75 220
10165 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461891 4948617
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031502791
County Scott Entry Date 03/05/1991
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HELKE, DAVID 114 22 W 8 DDBCDA 203 ft.203 ft.08/25/1989
Elevation 942 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1825 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 18 MEDIUMYELLOW
SAND 18 38 MEDIUMBROWN
CLAY 38 89 MEDIUMBLUE
SAND 89 98 MEDIUMBROWN
CLAY 98 140 MEDIUMBLUE
SAND 140 160 MEDIUMBROWN
SAND 160 203 MEDIUMGRAY
Stratigraphy Information
Casing Diameter Weight
4 191 11in. To ft.lbs./ft.
Hole Diameter
6 178in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.19815 203 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
FORMER OWNER JAMES TUMA.
Material FromAmount To
cuttings ft.178 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 502791
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.145 Measureland surface 08/25/1989
ft.161 hrs.1 Pumping at 10 g.p.m.
80 feet Southeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
00/00/1989
BA 0.75 220
10165 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D,
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461604 4948740
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031509176
County Scott Entry Date 03/07/1991
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
WANGERIN,114 22 W 18 ADDDCA 123 ft.123 ft.02/01/1990
Elevation 957 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 18440 LANGFORD AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
DIRT 0 5 MEDIUMBLACK
CLAY 5 21 MEDIUMBROWN
CLAY 21 98 MEDIUMBLUE
CLAY & SAND LAYERS 98 117 MEDIUMBROWN
COARSE SAND 117 123 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
5 118 15in. To ft.lbs./ft.
Hole Diameter
7 118in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
4.5 10in.ft.1188 123 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
FORMER OWNER WALDEMAR WERMER.
Material FromAmount To
cuttings ft.0 118 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 509176
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
WEBTROL
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.87 Measureland surface 02/01/1990
60 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
02/05/1990
15511BLM 1 220
15108 Submersible
X Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 JAECKELS, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460239 4947731
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031517380
County Scott Entry Date 01/09/1994
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
FELIX, HONS 114 22 W 8 DDBACC 227 ft.227 ft.09/16/1993
Elevation 943 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1826 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
SOIL 0 2 SOFTBLACK
CLAY 2 36 MEDIUMYELLOW
CLAY & GRAVEL 36 176 MEDIUMGRAY
SAND & GRAVEL 176 227 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 223 11in. To ft.lbs./ft.
Hole Diameter
8 37in. To ft.
6.7 227in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 18in.ft.2234 227 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.223 ft.8 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 517380
HE-01205-15
Printed on 11/24/2025
MERRILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.144 Measureland surface 09/16/1993
ft.hrs.Pumping at 20 g.p.m.
42 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
09/20/1993
A12B-15 0.75 230
12168 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 BURRELL, F.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461624 4948832
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031518172
County Scott Entry Date 06/08/1993
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date 01/10/1993
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BERENS, STEVE 114 22 W 5 ACBDBA 300 ft.300 ft.09/15/1992
Elevation 958 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
WeldedCasing Type Step down
No
X Above/BelowYesDrive Shoe?
Joint
C/W 16335 MARSCHALL RD SHAKOPEE MN 553799127
Geological Material From To (ft.)Color Hardness
CLAY & ROCKS 0 26 M.HARDBROWN
SAND & CLAY LAYERS 26 45 MED-HRDBROWN
CLAY 45 110 MEDIUMBLUE
SAND 110 143 MEDIUMBROWN
LIMESTONE 143 230 HARDYELLOW
SANDROCK 230 300 MEDIUMWHITE
Stratigraphy Information
Casing Diameter Weight
4 260 11in. To ft.lbs./ft.
8 144 28.5in. To ft.lbs./ft.
Hole Diameter
11 144in. To ft.
8 255in. To ft.
4 300in. To ft.
Screen?MakeType
260Open Hole From ft.To ft.300
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
neat cement ft.10 260 ft.3.5 Cubic yards
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 518172
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.205 Measureland surface 09/15/1992
55 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/29/1992
A12-100 1 220
12234 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 JAECKELS, R
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Jordan Sandstone
Minnesota Geological Survey
Jordan
143
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461295 4951206
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031518182
County Scott Entry Date 10/27/1993
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
DAKE, ERIC &114 22 W 8 DCDDB 460 ft.460 ft.08/05/1993
Elevation 934 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
0 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1721 SPRING LAKE CI JORDAN MN
Geological Material From To (ft.)Color Hardness
CLAY 0 15 SOFTTAN
SANDY CLAY 15 39 SOFTBLUE
SAND 39 52 SOFTBROWN
SANDY CLAY 52 91 SOFTBLUE
CLAY 91 231 MEDIUMBLUE
VERY FINE SAND 231 242 MEDIUMGRAY
SAND 242 244 SOFTGRAY
CLAY (SANDY)244 410 MEDIUMBLUE
SHALE 410 460 HARDGREEN
Stratigraphy Information
Casing Diameter Weight
4 418in. To ft.lbs./ft.
Hole Diameter
6 418in. To ft.
4 460in. To ft.
Screen?MakeType
418Open Hole From ft.To ft.460
Static Water Level
Pumping Level (below land surface)
GAMMA LOGGED 8-12-1993.
Material FromAmount To
bentonite ft.0 418 ft.15 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 518182
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.111 Measureland surface 08/05/1993
74 feet Northeas Direction Septic tank/drain field Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/17/1993
4F10B07 0.75 220
10147 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
410
Digitized - scale 1:24,000 or larger (Digitizing Table)
System X Y461435 4948601
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 10/09/1995Information from
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031530138
County Scott Entry Date 01/09/1994
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
OHLAND, GUY 114 22 W 16 BCCAAB 440 ft.440 ft.08/27/1993
Elevation 949 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 18391 VERGUS AV PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 23 SOFTTAN
CLAY 23 92 SOFTBLUE
SAND 92 107 MEDIUMBROWN
CLAY 107 182 HARDBLUE
SANDY CLAY 182 198 MEDIUMBLUE
CLAY 198 263 HARDBLUE
SANDY CLAY 263 320 HARDGRAY
SAND (FINE)320 373 HARDGRAY
SHALE 373 440 HARDGREEN
Stratigraphy Information
Casing Diameter Weight
4 375 11in. To ft.lbs./ft.
Hole Diameter
6 375in. To ft.
4 440in. To ft.
Screen?MakeType
375Open Hole From ft.To ft.440
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.0 35 ft.3 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 530138
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.102 Measureland surface 08/27/1993
62 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
09/07/1993
A12-75 0.75 220
12129 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
373
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462065 4947874
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031530792
County Scott Entry Date 01/09/1994
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BENSON,114 22 W 7 AADAAC 135 ft.135 ft.07/28/1993
Elevation 947 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17150 LANGFORD AV SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 22 YELLOW
CLAY 22 38 GRAY
GRAVEL, CLAY, ROCKS 38 115 BRN/GRY
CLAY 115 122 GRAY
SAND 122 135 BROWN
Stratigraphy Information
Casing Diameter Weight
4 131in. To ft.lbs./ft.
Hole Diameter
6.2 131in. To ft.
stainlessScreen?Make WESCOXType
Diameter Slot/Gauze Length Set
2 10in.ft.1314.5 135 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 530792
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.50 Measureland surface 07/28/1993
ft.50 hrs.Pumping at 40 g.p.m.
40 feet West Direction Other Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/30/1993
0.5 220
100 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B,
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460289 4949907
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031530795
County Scott Entry Date 01/09/1994
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
LEMKE, STEVE 114 22 W 9 CCBDBD 215 ft.215 ft.09/07/1993
Elevation 938 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17821 VERGUE AV PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 30 YELLOW
CLAY 30 170 GRAY
SAND, SOME CLAY 170 190 BRN/GRY
CLAY, SAND 190 205 GRAY
SAND 205 215 BROWN
Stratigraphy Information
Casing Diameter Weight
4 211 11in. To ft.lbs./ft.
Hole Diameter
6.2 215in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 7in.ft.2114.5 215 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 530795
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.130 Measureland surface 09/07/1993
ft.130 hrs.Pumping at 30 g.p.m.
20 feet East Direction Other Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
09/22/1993
0.75 220
168 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462054 4948771
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031534686
County Scott Entry Date 01/09/1994
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HARTELL, CARL 114 22 W 8 CABABA 123 ft.123 ft.09/15/1993
Elevation 945 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17571 LANGFORD AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 24 SOFTTAN
COARSE SAND 24 63 SOFTBROWN
CLAY 63 98 MEDIUMBLUE
SANDY CLAY 98 107 MEDIUMBLUE
CLAY 107 117 MEDIUMBLUE
SAND 117 123 MEDIUMGRAY
CLAY 123 123 HARDBLUE
Stratigraphy Information
Casing Diameter Weight
4 118 11in. To ft.lbs./ft.
Hole Diameter
6 119in. To ft.
4 123in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.1185 123 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.40 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 534686
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.45 Measureland surface 09/15/1993
53 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/02/1993
4F10B07 0.75 220
1075 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460872 4949305
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031534705
County Scott Entry Date 01/09/1994
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PIEPER, JOSEPH 114 22 W 7 ABCBAB 117 ft.117 ft.10/14/1993
Elevation 969 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 511 170TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 32 SOFTBROWN
CLAY 32 64 MEDIUMBLUE
SAND 64 81 SOFTGRAY
CLAY 81 110 HARDBLUE
COARSE SAND 110 117 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 112 11in. To ft.lbs./ft.
Hole Diameter
6 111in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 15in.ft.1125 117 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.45 ft.3 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 534705
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.70 Measureland surface 10/14/1993
56 feet Southeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/16/1993
4F10B07 0.75 220
1093 Submersible
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y459607 4949913
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031540211
County Scott Entry Date 08/19/1994
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
LUNDQUIST,114 22 W 8 ACBADD 97 ft.97 ft.05/17/1994
Elevation 927 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17291 SUNSET AV PRIOR LAKE MN 56071
Geological Material From To (ft.)Color Hardness
CLAY 0 18 SOFTBROWN
CLAY 18 57 SOFTBLUE
SAND 57 60 MEDIUMGRAY
CLAY (STICKY)60 80 HARDBLUE
SANDY CLAY 80 91 MEDIUMGRAY
SAND 91 97 SOFTGRAY
CLAY 97 97 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 92 11in. To ft.lbs./ft.
Hole Diameter
6 80in. To ft.
4 97in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.925 97 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.80 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 540211
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.25 Measureland surface 05/17/1994
50 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
05/26/1994
A12-100 1 220
1239 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461315 4949644
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031540287
County Scott Entry Date 08/19/1994
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
114 22 W 8 ABABAD 437 ft.437 ft.05/19/1994
Elevation 922 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17011 SUNSET AV SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
DIRT 0 2 BLACK
CLAY 2 20 YELLOW
CLAY 20 274 GRAY
BROKEN ROCK, SHALE 274 277 BRN/GRN
CLAY, SHALE 277 284 BROWN
GRAVEL, ROCK, SHALE 284 325 BRN/GRN
CLAY 325 370 GRAY
SANDY, SHALE, CLAY 370 414 WHT/GRY
BROKEN ROCK, SHALE 414 429 GRN/GRY
FRANCONIA ROCK 429 437 GREEN
Stratigraphy Information
Casing Diameter Weight
4 416 11in. To ft.lbs./ft.
Hole Diameter
6.2 416in. To ft.
4 437in. To ft.
Screen?MakeType
416Open Hole From ft.To ft.437
Static Water Level
Pumping Level (below land surface)
'HOUSE' IS POLLUTION SOURCE.
Material FromAmount To
ft.5 35 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 540287
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model S44-5.5
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.120 Measureland surface 05/19/1994
ft.120 hrs.Pumping at 40 g.p.m.
24 feet West Direction Other Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
05/24/1994
0.75 220
168 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
414
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461438 4950096
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031545110
County Scott Entry Date 04/11/1995
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MAUK, CHRIS 114 22 W 8 DACCDB 206 ft.206 ft.06/29/1994
Elevation 925 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1806 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 18 SOFTBROWN
SAND 18 21 SOFTBROWN
CLAY 21 36 SOFTBLUE
SANDY & GRAVEL 36 39 SOFTBROWN
CLAY 39 71 MEDIUMBLUE
SAND 71 102 MEDIUMBROWN
CLAY 102 131 MEDIUMBLUE
SAND 131 140 MEDIUMBROWN
CLAY & SAND LAYERS 140 191 SOFTBROWN
SAND 191 206 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
4 195 11in. To ft.lbs./ft.
Hole Diameter
6 193in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.19610 206 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.193 ft.6 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 545110
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.131 Measureland surface 06/29/1994
35 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
06/29/1994
4F10B07 0.75 220
10183 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461592 4948937
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031546186
County Scott Entry Date 04/11/1995
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MARTIN, GENE 114 22 W 6 BBCCDC 260 ft.260 ft.08/24/1994
Elevation 953 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 16225 BASELINE AV SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 35 YELLOW
CLAY 35 120 BLU/GRY
GRAVEL COARSE 120 150 VARIED
CLAY 150 160 GRAY
SHALE, SAND 160 230 WHT/GRY
SAND, SHALE 230 260 WHT/YEL
Stratigraphy Information
Casing Diameter Weight
4 252 11in. To ft.lbs./ft.
Hole Diameter
6.5 260in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3 10in.ft.2528.5 260 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.10 45 ft.Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 546186
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model S44-5.5
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.180 Measureland surface 08/24/1994
ft.180 hrs.Pumping at 30 g.p.m.
25 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/25/1994
1 220
210 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay+sand
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y458824 4951340
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031551311
County Scott Entry Date 04/11/1995
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
WENZEL,114 22 W 7 DAADCA 140 ft.140 ft.09/30/1994
Elevation 955 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
Well 17616 MARSCHALL RD JORDAN MN
Geological Material From To (ft.)Color Hardness
DIRT 0 1 BLACK
CLAY 1 22 YELLOW
CLAY, GRAVEL 22 110 BRN/GRY
CLAY 110 118 GRAY
SAND, GRAVEL 118 140 BROWN
Stratigraphy Information
Casing Diameter Weight
4 136in. To ft.lbs./ft.
Hole Diameter
6.2 140in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 12in.ft.1364 140 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.10 40 ft.Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 551311
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model S44-5.5
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.50 Measureland surface 09/30/1994
ft.50 hrs.Pumping at 30 g.p.m.
12 feet East Direction Other Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460265 4949164
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031552796
County Scott Entry Date 04/11/1995
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BORKA, DUANE 114 22 W 9 CBCDAC 210 ft.210 ft.09/07/1994
Elevation 939 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17725 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 21 SOFTBROWN
SAND 21 29 SOFTBROWN
SANDY CLAY 29 87 SOFTBLUE
CLAY 87 159 MEDIUMBLUE
SANDY CLAY 159 198 MEDIUMBLUE
SAND 198 210 MEDIUMGRAY
CLAY 210 210
Stratigraphy Information
Casing Diameter Weight
4 200 11in. To ft.lbs./ft.
Hole Diameter
6 195in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 8in.ft.20010 210 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.195 ft.5 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 552796
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.136 Measureland surface 09/07/1994
51 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
09/07/1994
4F19B20 2 220
19183 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462074 4948974
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031552934
County Scott Entry Date 04/11/1995
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
WECKOP, GARY 114 22 W 8 DADDDD 227 ft.227 ft.01/10/1995
Elevation 927 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1991 LAKE VIEW DR JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 6 SOFTTAN
SAND 6 11 SOFTBROWN
SANDY CLAY 11 82 SOFTBLUE
SAND 82 94 SOFTBROWN
CLAY 94 136 MEDIUMBLUE
SANDY CLAY 136 181 MEDIUMBLUE
SAND 181 197 MEDIUMGRAY
CLAY 197 206 HARDBLUE
SAND 206 227 HARDGRAY
Stratigraphy Information
Casing Diameter Weight
4 221 11in. To ft.lbs./ft.
Hole Diameter
6 220in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.2225 227 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.220 ft.6 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 552934
HE-01205-15
Printed on 11/24/2025
DUPLEXPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.129 Measureland surface 01/10/1995
46 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
01/25/1995
SD12 0.75 220
12147 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461916 4948925
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031560283
County Scott Entry Date 01/01/1980
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HYNES,114 22 W 8 DCDBCC 480 ft.480 ft.08/27/1995
Elevation 936 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1525 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 15 SOFTTAN
SANDY CLAY 15 39 SOFTBLUE
GRAVEL & CLAY 39 52 SOFTBROWN
SANDY CLAY & SMALL 52 408 MEDIUMBLUE
BROKEN SHALE AND 408 418 MEDIUMGREEN
SHALE 418 445 MED-HRDGREEN
SHALE AND 445 480 MEDIUMGREEN
Stratigraphy Information
Casing Diameter Weight
4 420 11in. To ft.lbs./ft.
Hole Diameter
6 305in. To ft.
4 480in. To ft.
Screen?MakeType
420Open Hole From ft.To ft.480
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.408 ft.15 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 560283
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.119 Measureland surface 08/27/1995
54 feet Southeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/28/1995
A12-100 1 220
12147 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, B.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Wonewoc Sandstone
Minnesota Geological Survey
Tunnel City-
408
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461322 4948629
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031560340
County Scott Entry Date 01/01/1980
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BERENS,114 22 W 8 DCCACB 103 ft.103 ft.06/19/1995
Elevation 942 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1556 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
SANDY CLAY & SAND 0 22 SOFTBROWN
SANDY CLAY & SAND 22 79 SOFTBLUE
SAND 79 103 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
4 98 11in. To ft.lbs./ft.
Hole Diameter
6 85in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 12in.ft.985 103 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.84 ft.3 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 560340
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.59 Measureland surface 06/19/1995
25 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
06/23/1995
A12-75 0.75 220
1275 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, K.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461224 4948632
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031560376
County Scott Entry Date 04/11/1995
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MCCRADY,114 22 W 9 CBCCDB 223 ft.223 ft.01/19/1995
Elevation 935 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17730 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 8 MEDIUMBROWN
GRAVEL 8 12 MEDIUMBROWN
SANDY CLAY 12 23 MEDIUMBROWN
CLAY 23 110 MEDIUMGRAY
DIRTY SAND 110 127 SOFTGRAY
CLAY 127 216 MEDIUMBLUE
SAND 216 223 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 218 11in. To ft.lbs./ft.
Hole Diameter
6 215in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.2185 223 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.215 ft.5 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 560376
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.130 Measureland surface 01/19/1995
52 feet Southeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
01/20/1995
4F10B07 0.75 220
10180 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 JAECKELS, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461982 4948939
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031562252
County Scott Entry Date 01/01/1980
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
FQWCETT,114 22 W 8 ABACCC 442 ft.442 ft.08/12/1995
Elevation 919 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17111 SUNSET AV SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
SOIL 0 6 SOFTBLACK
CLAY 6 19 MEDIUMYELLOW
CLAY & SAND 19 116 MEDIUMGRAY
CLAY 116 216 MEDIUMGRAY
CLAY & SAND 216 374 MEDIUMGRAY
FRANCONIA ROCK 374 442 HARDGRN/GRY
Stratigraphy Information
Casing Diameter Weight
4 374.11in. To ft.lbs./ft.
Hole Diameter
12.17in. To ft.
6.7 365in. To ft.
4 442in. To ft.
Screen?MakeType
375Open Hole From ft.To ft.442
Static Water Level
Pumping Level (below land surface)
FORMER OWNER JEFF MICKO.
Material FromAmount To
bentonite ft.36 ft.9 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 562252
HE-01205-15
Printed on 11/24/2025
MERRILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.120 Measureland surface 08/12/1995
60 feet Northwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/12/1995
A12B-75 0.75 230
12189 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHWICH, G.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
374
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461343 4949939
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031562254
County Scott Entry Date 01/01/1980
Quad Prior Lake Update Date 10/21/2016
Quad ID 89B Received Date 09/18/1995
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
DOEHLERT,114 22 W 5 DCDCDD 423 ft.423 ft.09/14/1995
Elevation 922 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Sealed
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1711 SHORELINE BL SHAKOPEE MN 553799154
Geological Material From To (ft.)Color Hardness
SOIL 0 2 SOFTBLACK
CLAY 2 10 MEDIUMYELLOW
CLAY & GRAVEL 10 278 MEDIUMGRAY
BROKEN LIMEROCK 278 282 HARDBROWN
COARSE GRAVEL 282 332 MEDIUMBROWN
CLAY & GRAVEL 332 414 MEDIUMGRAY
SAND & GRAVEL 414 418 MEDIUMBROWN
BROKEN LIMEROCK 418 423 HARDBROWN
Stratigraphy Information
Casing Diameter Weight
4 419 11in. To ft.lbs./ft.
Hole Diameter
8 22in. To ft.
6.7 414in. To ft.
3.8 423in. To ft.
Screen?MakeType
419Open Hole From ft.To ft.423
Static Water Level
Pumping Level (below land surface)
SEALED 09-15-2016 BY 1622
Material FromAmount To
bentonite ft.36 ft.6 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 562254
HE-01205-15
Printed on 11/24/2025
MERRILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.122 Measureland surface 09/14/1995
53 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
09/19/1995
A12B-75 0.75 230
12168 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHWICH, G
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
418
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461448 4950136
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031563908
County Scott Entry Date 06/12/1996
Quad Jordan East Update Date 08/18/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KLEHN, LILA 114 22 W 18 CACBAB 460 ft.460 ft.09/14/1995
Elevation 945 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 215 COUNTRY TR JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 120 GRAY
CLAY, SAND 120 130 GRY/BRN
CLAY 130 325 GRAY
SANDY CLAY 325 396 GRY/WHT
SHALE, GRAVEL, CLAY 396 405 VARIED
FRANCONIA 405 430 GREEN
IRONTON, GALESVILLE 430 460 GRAY
Stratigraphy Information
Casing Diameter Weight
4 407 11in. To ft.lbs./ft.
Hole Diameter
6.2 407in. To ft.
4 460in. To ft.
Screen?MakeType
407Open Hole From ft.To ft.460
Static Water Level
Pumping Level (below land surface)
SOC: HOUSE.
Material FromAmount To
bentonite ft.10 40 ft.Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 563908
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.165 Measureland surface 09/14/1995
ft.165 hrs.Pumping at 40 g.p.m.
110 feet North Direction Other Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
09/00/1995
0.75 220
189 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Wonewoc Sandstone
Minnesota Geological Survey
Tunnel City-
405
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y459160 4947496
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031568776
County Scott Entry Date
Quad Update Date 06/02/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MW-2 114 22 W 7 DDD 17 ft.15 ft.07/31/1996
Elevation Elev. Method Drill Method Auger (non-specified)Drill Fluid
Address Use monitor well Status Sealed
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
Well MN
Geological Material From To (ft.)Color Hardness
CLAYEY SILT (FINE)0 8 OLV/BRN
SILTY CLAY (STIFF)8 17 OLV/BRN
Stratigraphy Information
Casing Diameter Weight
2 5in. To ft.lbs./ft.
Hole Diameter
10 17in. To ft.
slotted pipeScreen?Make JOHNSON - PVCXType
Diameter Slot/Gauze Length Set
2 10in.ft.510 15 ft.ft.
0 in.ft.ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
MW-2
SEALED 11-20-2012 BY 1445
Material FromAmount To
neat cement ft.4.5 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 568776
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeXX
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.5.1 Measureland surface 08/07/1996
feet Direction Type
Well disinfected upon completion?Yes X
X Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
STS Consultants, Ltd.M0150 DAVIS, GLEN
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031568777
County Scott Entry Date 08/05/2009
Quad Update Date 06/02/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MW-1 114 22 W 7 DDD 17 ft.15 ft.07/31/1996
Elevation Elev. Method Drill Method Auger (non-specified)Drill Fluid
Address Use monitor well Status Sealed
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
Well MN
Geological Material From To (ft.)Color Hardness
SILTY CLAY (FIRM)0 8 OLV/GRY
CLAYEY SILT (FIRM TO 8 17 OLV/BRN
Stratigraphy Information
Casing Diameter Weight
2 5in. To ft.lbs./ft.
Hole Diameter
10 17in. To ft.
slotted pipeScreen?Make JOHNSON PVCXType
Diameter Slot/Gauze Length Set
2 10in.ft.510 15 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
MW-1
TH HIGHWAY 282 & CSAH 17
SEALED 11-20-2012 BY 1445
Material FromAmount To
neat cement ft.4.5 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 568777
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeXX
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.6.6 Measureland surface 08/07/1996
feet Direction Type
Well disinfected upon completion?Yes X
X Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
STS Consultants, Ltd.M0150 DAVIS, GLEN
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031568778
County Scott Entry Date 08/05/2009
Quad Update Date 07/20/2018
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MW-4 114 22 W 8 CCC 17 ft.15 ft.07/31/1996
Elevation Elev. Method Drill Method Auger (non-specified)Drill Fluid
Address Use monitor well Status Sealed
Well Hydrofractured?Yes
No
From To
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
Well SPRING LAKE MN 56680
Geological Material From To (ft.)Color Hardness
CLAYEY SILT (FIRM)0 9 OLV/BRN
SILTY CLAY (STIFF)9 13 GRY/BRN
SILTY CLAY (VERY 13 17 GRAY
Stratigraphy Information
Casing Diameter Weight
2 5in. To ft.lbs./ft.
Hole Diameter
10 17in. To ft.
slotted pipeScreen?Make JOHNSON PVCXType
Diameter Slot/Gauze Length Set
2 10in.ft.510 15 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
MW-4
TH HIGHWAY 282 & CSAH 17
SEALED 11-20-2012 BY 1445
Material FromAmount To
neat cement ft.4.5 ft.4
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 568778
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeXX
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.3.72 Measureland surface 08/07/1996
feet Direction Type
Well disinfected upon completion?Yes X
X Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
STS Consultants, Ltd.M0150 DAVIS, GLEN
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031568822
County Scott Entry Date
Quad Update Date 06/02/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
B-17 114 22 W 7 DDD 16 ft.15.2 ft.11/21/1997
Elevation Elev. Method Drill Method Auger (non-specified)Drill Fluid
Address Use monitor well Status Sealed
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
Well MN
Geological Material From To (ft.)Color Hardness
TOP SOIL 0 4 BLACK
SILTY CLAY (FIRM TO 4 16 GRY/BRN
Stratigraphy Information
Casing Diameter Weight
2 5.2in. To ft.lbs./ft.
Hole Diameter
8 16in. To ft.
plasticScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 10in.ft.5.210 15.2 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
B-17
SEALED 11-20-2012 BY 1445
Material FromAmount To
concrete ft.4 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 568822
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeXX
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.6 Measureland surface 11/21/1997
feet Direction Type
Well disinfected upon completion?Yes X
X Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
STS Consultants, Ltd.M0150 ZEHNDER, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031586478
County Scott Entry Date 07/23/1998
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HOKANSON,114 22 W 8 DDABBB 399 ft.399 ft.09/19/1996
Elevation 920 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1900 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 15 SOFTYELLOW
CLAY 15 30 SOFTGRAY
GRAVEL 30 32 SOFTWHITE
CLAY 32 67 SOFTGRAY
SAND GRAVEL 67 83 SOFTTAN
CLAY 83 140 SOFTGRAY
SILT 140 240 HARDGRAY
CLAY 240 385 SOFTGRAY
SHALE 385 390 SFT-MEDGREEN
SAND 390 399 SOFTTAN
Stratigraphy Information
Casing Diameter Weight
4 389 11in. To ft.lbs./ft.
Hole Diameter
8 30in. To ft.
6.2 389in. To ft.
4 399in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 10in.ft.3898 399 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.30 389 ft.
bentonite ft.30 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 586478
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
RED JACKET
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.100 Measureland surface 09/19/1996
ft.383 hrs.1 Pumping at 50 g.p.m.
90 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/00/1996
100SE1-7GC 1 230
10126 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Stodola Don Well Co.27172 LEIBY, F.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461736 4948887
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031587568
County Scott Entry Date 07/23/1998
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KLINGBERG,114 22 W 16 BBCBBA 384 ft.384 ft.07/16/1997
Elevation 959 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 18151 VERGUS AV PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
SOIL 0 2 SOFTBLACK
CLAY 2 23 MEDIUMYELLOW
CLAY 23 190 MEDIUMGRAY
GRAVEL, SAND, MUD 190 217 MEDIUMGRAY
CLAY 217 370 MEDIUMGRAY
GRAVEL 370 384 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 376 11in. To ft.lbs./ft.
Hole Diameter
8 22in. To ft.
6.7 348in. To ft.
stainlessScreen?Make COOKXType
Diameter Slot/Gauze Length Set
2 18in.ft.2769 384 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 36 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 587568
HE-01205-15
Printed on 11/24/2025
MERRILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.92 Measureland surface 07/16/1997
55 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/18/1997
A12B-150 1.5 230
20147 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHWICH, G.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
gravel (+larger)-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461933 4948294
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031589998
County Scott Entry Date 07/23/1998
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date 07/09/1997
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SAILER, MARK 114 22 W 5 DCDBBD 340 ft.340 ft.03/24/1997
Elevation 947 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1610 170TH ST E SHAKOPEE MN
Geological Material From To (ft.)Color Hardness
CLAY 0 22 SOFTBROWN
SAND & CLAY LAYERS 22 140 MEDIUMGRAY
SAND 140 196 MEDIUMGRAY
SAND & CLAY LAYERS 196 280 MEDIUMGRAY
SAND ( DIRTY)280 291 SOFTGRAY
SAND & CLAY LAYERS 291 299 MEDIUMGRAY
SAND 299 340 MEDIUMTAN
Stratigraphy Information
Casing Diameter Weight
6 315 19in. To ft.lbs./ft.
Hole Diameter
10 280in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.340 ft.ft.
3.5 15in.ft.31020 340 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.280 ft.20 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 589998
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.160 Measureland surface 03/24/1997
ft.185 hrs.1 Pumping at 30 g.p.m.
152 feet Southwes Direction Volatile organic compounds Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
03/24/1997
4F19A20 2 230
19201 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 JAECKELS, R
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461382 4950280
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031603570
County Scott Entry Date 07/23/1998
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date 04/06/1997
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BICKLE, RON &114 22 W 5 DCDDAA 503 ft.503 ft.12/26/1997
Elevation 934 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1731 SHORELINE BL SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 12 SOFTYELLOW
CLAY, GRAVEL 12 278 MEDIUMGRAY
BROKEN LIMESONE 278 282 HARDBROWN
COARSE GRAVEL 282 336 MEDIUMBROWN
CLAY, GRAVEL 336 416 MEDIUMGRAY
FRANCONIA 416 503 MEDIUMGRN/GRY
Stratigraphy Information
Casing Diameter Weight
4 421 11in. To ft.lbs./ft.
Hole Diameter
8 22in. To ft.
6.7 420in. To ft.
3.8 503in. To ft.
Screen?MakeType
421Open Hole From ft.To ft.503
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 36 ft.6 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 603570
HE-01205-15
Printed on 11/24/2025
MERRILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.143 Measureland surface 12/26/1997
22 feet Southeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
12/26/1997
A12B-100 1 230
12168 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHWICH, G
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
416
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461538 4950210
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031603580
County Scott Entry Date 07/23/1998
Quad Prior Lake Update Date 02/14/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PELLAND, TODD 114 22 W 8 BBCBBD 95 ft.95 ft.02/19/1998
Elevation 941 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 17141 LANGFORD AV PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
SOIL 0 2 SOFTBLACK
CLAY 2 20 SOFTYELLOW
CLAY 20 52 MEDIUMGRAY
GRAVEL 52 60 MEDIUMBROWN
GRAVEL & CLAY 60 90 MEDIUMGRY/BRN
COARSE GRAVEL 90 95 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
4 90in. To ft.lbs./ft.
Hole Diameter
8 22in. To ft.
6.7 95in. To ft.
stainlessScreen?Make COOKXType
Diameter Slot/Gauze Length Set
2 18in.ft.904 95 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
MAJESTIC OAKS BLK 1 LOT 2.
Material FromAmount To
high solids bentonite ft.90 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 603580
HE-01205-15
Printed on 11/24/2025
MERILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.31 Measureland surface 02/19/1998
ft.95 hrs.2 Pumping at 20 g.p.m.
45 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
02/20/1998
A12B-50 0.5 230
1260 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHICH, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460384 4949904
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031603597
County Scott Entry Date 10/30/2001
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date 11/19/1998
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HAFERMAN,114 22 W 5 CDABDC 444 ft.444 ft.11/03/1998
Elevation 962 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 16780 MARSCHALL RD SHAKOPEE MN 55397
Geological Material From To (ft.)Color Hardness
SOIL 0 3 SOFTBLACK
CLAY 3 28 MEDIUMYELLOW
CLAY, GRAVEL 28 316 MEDIUMGRAY
CLAY 316 373 MEDIUMGRAY
FRANCONIA 373 444 HARDGRAY
Stratigraphy Information
Casing Diameter Weight
4 375 11in. To ft.lbs./ft.
Hole Diameter
8 375in. To ft.
4 444in. To ft.
Screen?MakeType
375Open Hole From ft.To ft.444
Static Water Level
Pumping Level (below land surface)
GEISTER HILLS, BLK 1, LOT 1.
Material FromAmount To
high solids bentonite ft.0 375 ft.8 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 603597
HE-01205-15
Printed on 11/24/2025
MERRILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.178 Measureland surface 11/05/1998
73 feet Southeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/06/1998
A12B-100 1 230
12196 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHWICH, G
Remarks
St.Lawrence-Tunnel City
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
St.Lawrence-Tunnel City
Minnesota Geological Survey
St.Lawrence-
373
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461011 4950439
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031609826
County Scott Entry Date 07/23/1998
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
EFFERTZ,114 22 W 8 CBCBCD 102 ft.102 ft.04/01/1998
Elevation 956 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17665 MARSHALL RD JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 39 MEDIUMBROWN
SAND 39 102 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 97 11in. To ft.lbs./ft.
Hole Diameter
8 95in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 15in.ft.975 102 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.95 ft.8 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 609826
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.52 Measureland surface 03/31/1998
60 feet Northwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
04/01/1998
4F10A07 0.75 230
1072 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460351 4949034
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031620637
County Scott Entry Date 03/18/1999
Quad Jordan East Update Date 02/14/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
LAKE, BRENT &114 22 W 7 ABDACC 118 ft.118 ft.01/14/1999
Elevation 963 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 615 170TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 18 MEDIUMBROWN
CLAY & ROCKS 18 100 MEDIUMBLUE
SAND 100 118 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 113 11in. To ft.lbs./ft.
Hole Diameter
6 112in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 12in.ft.1135 118 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 112 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 620637
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.55 Measureland surface 01/18/1999
65 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
01/14/1999
A12 - 75 0.75 220
1293 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HOLICKY, G.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y459840 4949839
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031620641
County Scott Entry Date 06/07/1999
Quad Prior Lake Update Date 05/20/2005
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SMITH, ARNOLD 114 22 W 9 CBCBDA 238 ft.238 ft.01/26/1999
Elevation 944 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 17668 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 22 MEDIUMBROWN
CLAY & ROCKS 22 101 MEDIUMBLUE
SAND 101 104 SOFTBROWN
CLAY & SAND LAYERS 104 145 MEDIUMBLUE
CLAY 145 208 MEDIUMBLUE
CLAY & SAND LAYERS 208 232 MEDIUMBLUE
SAND 232 238 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 231 11in. To ft.lbs./ft.
Hole Diameter
6 230in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.2335 238 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 230 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 620641
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.152 Measureland surface 01/25/1999
20 feet South Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
01/26/1999
4F10A07 0.75 220
10183 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462017 4949048
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031625567
County Scott Entry Date 06/07/1999
Quad Prior Lake Update Date 11/12/2004
Quad ID 89B Received Date 04/14/1999
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
ODEGAARD,114 22 W 5 DDCBCA 298 ft.298 ft.02/10/1999
Elevation 936 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1765 SHORELINE BL SHAKOPEE MN 553799154
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 16 MEDIUMBROWN
CLAY 16 84 MEDIUMBLUE
SAND 84 87 SOFTGRAY
CLAY 87 277 MEDIUMBLUE
GRAVEL, SAND 272 298 HARDBRN/BLK
Stratigraphy Information
Casing Diameter Weight
4 293 11in. To ft.lbs./ft.
Hole Diameter
6 292in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 18in.ft.2935 298 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 292 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 625567
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.150 Measureland surface 01/29/1999
50 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
02/10/1999
A12-75 0.75 220
12183 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461589 4950275
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Information from
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031627055
County Scott Entry Date 02/15/2000
Quad Prior Lake Update Date 03/03/2017
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SULLIVAN, JOE 114 22 W 8 DCDAAC 240 ft.240 ft.10/13/1999
Elevation 925 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Sealed
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Contact 16636 ANNE TR PRIOR LAKE MN 55372
Well 1749 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
TOP SOIL 0 4 SOFTBLACK
SAND, GRAVEL 4 38 SOFTTAN
SAND & CLAY 38 190 SOFTGRAY
SILT, SAND 190 240 MEDIUMGRAY
Stratigraphy Information
Casing Diameter Weight
4 220in. To ft.lbs./ft.
Hole Diameter
8 22in. To ft.
6.2 240in. To ft.
slotted pipeScreen?Make BIG FOOTXType
Diameter Slot/Gauze Length Set
4 20in.ft.22012 240 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
SEALED 01-22-2010 BY 1601.
Material FromAmount To
high solids bentonite ft.0 38 ft.3 Sacks
cuttings ft.38 214 ft.
other ft.214 240 ft.5 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 627055
HE-01205-15
Printed on 11/24/2025
MERRILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.126 Measureland surface 10/13/1999
ft.240 hrs.3 Pumping at 30 g.p.m.
56 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/13/1999
S1275 0.75 230
12140 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHULTZ, C.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand+silt-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461479 4948659
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/25/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031632402
County Scott Entry Date 01/25/2000
Quad Prior Lake Update Date 05/11/2005
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KUZEMCHAK,114 22 W 8 BBCCAB 97 ft.96 ft.08/29/1999
Elevation 939 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Contact 316 FIRST ST W JORDAN MN 55352
Well 17221 LANDFORD AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 18 MEDIUMBLACK
CLAY 18 23 MEDIUMYELLOW
SAND & GRAVEL 23 28 SOFTGRAY
CLAY & ROCK 28 80 MEDIUMVARIED
SANDY CLAY 80 83 SOFTGRAY
SAND & GRAVEL 83 96 SOFTVARIED
CLAY 96 97 MEDIUMGRAY
Stratigraphy Information
Casing Diameter Weight
4 86in. To ft.lbs./ft.
Hole Diameter
8 30in. To ft.
6.2 97in. To ft.
plasticScreen?MakeXType
Diameter Slot/Gauze Length Set
4 15in.ft.8610 96 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 30 ft.3 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 632402
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeXX
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.30 Measureland surface 08/29/1999
ft.hrs.2.5 Pumping at 20 g.p.m.
20 feet South Direction Septic tank/drain field Type
Well disinfected upon completion?Yes
X Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bergerson-Caswell 27058 FELTMANN, T.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
clay-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460395 4949811
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031632960
County Scott Entry Date 08/20/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 02/01/2001
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
STEMMER,114 22 W 5 DBCDBB 245 ft.245 ft.09/26/2000
Elevation 945 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
Contact 2704 42 CR E SHAKOPEE MN 55379
Well 16690 MCKAY CT
Geological Material From To (ft.)Color Hardness
CLAY 0 45 MEDIUMBROWN
CLAY 45 120 MEDIUMGRAY
SANDY CLAY 120 180 MEDIUMBROWN
CLAY STICKY 180 200 HARDGRAY
SAND, FINE 200 220 SOFTBLACK
COARSE SAND,220 245 HARDBRN/BLK
Stratigraphy Information
Casing Diameter Weight
4 245in. To ft.lbs./ft.
Hole Diameter
9 30in. To ft.
6.7 245in. To ft.
plasticScreen?MakeXType
Diameter Slot/Gauze Length Set
4 20in.ft.22520 245 ft.ft.
4 15in.ft.22520 245 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 225 ft.1 Cubic yards
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 632960
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
J-LINE
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.170 Measureland surface 09/26/2000
ft.170 hrs.3 Pumping at 30 g.p.m.
75 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
09/26/2000
1 230
12200 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Associated Well Co.27259 SCHULTZ, M.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461259 4950615
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031637819
County Scott Entry Date 04/27/2000
Quad Prior Lake Update Date 11/12/2004
Quad ID 89B Received Date 01/10/2000
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BEYER, GERALD 114 22 W 5 DDBDCC 238 ft.238 ft.12/30/1999
Elevation 927 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1795 SHORELINE BL SHAKOPEE MN 553799154
Geological Material From To (ft.)Color Hardness
DIRT 0 3 SOFTBLACK
CLAY 3 26 MEDIUMYELLOW
SANDY CLAY 26 208 MEDIUMBLUE
LIMEROCK, GRAVEL,208 225 HARDYEL/WHT
GRAVEL, SAND 225 238 HARDBRN/BLK
Stratigraphy Information
Casing Diameter Weight
4 233 11in. To ft.lbs./ft.
Hole Diameter
6 231in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 15in.ft.2335 238 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 231 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 637819
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.134 Measureland surface 10/18/1999
24 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/25/1999
4F10A07 0.75 230
10165 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461664 4950336
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Tag on well
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031646383
County Scott Entry Date 05/30/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 11/27/2000
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BRENING, NATE 114 22 W 5 DADBAB 260 ft.260 ft.10/31/2000
Elevation 956 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1921 165TH ST W PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
DIRT 0 2 BLACK
CLAY 2 20 YEL/BRN
CLAY 20 100 GRAY
GRAVEL,SAND SOME 100 200 BROWN
BROKEN LIMEROCK 200 204 BROWN
GRAVEL & SAND 204 260 BRN/WHT
Stratigraphy Information
Casing Diameter Weight
4 252in. To ft.lbs./ft.
Hole Diameter
6.2 252in. To ft.
stainlessScreen?Make COOKXType
Diameter Slot/Gauze Length Set
3 10in.ft.2528 260 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.10 40 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 646383
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model SU4
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.170 Measureland surface 10/31/2000
ft.hrs.Pumping at 25 g.p.m.
30 feet Northeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/03/2000
4F10S10 1 220
19 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VONBANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461835 4950707
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031647705
County Scott Entry Date 06/05/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 11/01/2000
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
TOTUSHAK,114 22 W 5 DABACA 266 ft.266 ft.06/22/2000
Elevation 963 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1820 165TH ST E PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 38 SOFTBROWN
CLAY 38 113 SOFTGRAY
STONES & GRAVEL 113 134 HARDGRAY
CLAY & SAND 134 169 SOFTGRAY
SAND & CLAY 169 241 HARDBROWN
SAND 241 266 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
4 246 1.9in. To ft.lbs./ft.
Hole Diameter
8.5 30in. To ft.
6.2 266in. To ft.
plasticScreen?Make CRESLINEXType
Diameter Slot/Gauze Length Set
4 15in.ft.24620 266 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 30 ft.3 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 647705
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model SU 45.5
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.190 Measureland surface 06/22/2000
ft.195 hrs.1 Pumping at 40 g.p.m.
100 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
1.5 220
12210 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Leuthner Well Co.10125 LEUTHNER, M.L
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461697 4950858
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031647725
County Scott Entry Date 10/30/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 01/16/2001
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
CONDON, SEAN 114 22 W 5 DBAADB 273 ft.273 ft.10/17/2000
Elevation 965 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1750 165TH ST PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 31 SOFTBROWN
CLAY 31 87 SOFTGRAY
CLAY & SAND 87 191 SOFTGRAY
SAND & CLAY 191 228 SOFTGRAY
SAND, GRAVEL, CLAY 228 260 HARDBROWN
GRAVEL & SAND 260 273 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
4 263 1.9in. To ft.lbs./ft.
Hole Diameter
8.5 30in. To ft.
6.2 273in. To ft.
plasticScreen?Make CRESLINEXType
Diameter Slot/Gauze Length Set
4 15in.ft.26310 273 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 30 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 647725
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model SU4X5.5
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.180 Measureland surface 10/17/2000
ft.185 hrs.1 Pumping at 40 g.p.m.
60 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
2 220
20210 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Leuthner Well Co.10125 LEUTHNER, M.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461533 4950860
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031649044
County Scott Entry Date 04/06/2001
Quad Prior Lake Update Date 11/11/2004
Quad ID 89B Received Date 10/16/2000
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HOFSLIEN,114 22 W 5 DAABDB 262 ft.262 ft.08/21/2000
Elevation 968 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1896 165TH ST E SHAKOPEE MN
Geological Material From To (ft.)Color Hardness
CLAY 0 21 SOFTBROWN
CLAY & ROCKS 21 124 MEDIUMGRAY
SAND 124 262 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 257 11in. To ft.lbs./ft.
Hole Diameter
6 255in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.2575 262 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 255 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 649044
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.178 Measureland surface 08/18/2000
75 feet Northwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/21/2000
S12-100 1 230
12201 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461823 4950849
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031650709
County Scott Entry Date 01/16/2003
Quad Prior Lake Update Date 09/30/2005
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KRAUTKREMER,114 22 W 8 BCDCBA 250 ft.250 ft.11/17/2000
Elevation 929 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17395 17 CR SHAKOPEE MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 80 SOFTGRAY
SANDY CLAY 80 90 SOFTGRAY
NO RECORD 90 200 SOFTGRAY
CLAY 200 220 MEDIUMGRAY
SANDY-FINE 220 250 SOFTVARIED
Stratigraphy Information
Casing Diameter Weight
4 230in. To ft.lbs./ft.
Hole Diameter
8 30in. To ft.
plasticScreen?MakeXType
Diameter Slot/Gauze Length Set
12in.ft.250 ft.ft.
10in.ft.230 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.0 30 ft.6 Sacks
high solids bentonite ft.30 220 ft.7 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 650709
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model 5
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
RED JACKET
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.175 Measureland surface 11/17/2000
ft.200 hrs.8 Pumping at 35 g.p.m.
65 feet South Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/30/2000
1.5 220
12220 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Schultz, Nicholas 10622 SEGLER, G.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460570 4949414
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Tag on well
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031650747
County Scott Entry Date
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date 07/22/2003
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KRAUTKREMER,114 22 W 8 BCDCBA 480 ft.480 ft.07/03/2003
Elevation 929 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
Casing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
Well 17395 17 CR SHAKOPEE MN
Geological Material From To (ft.)Color Hardness
TOP SOIL 0 3 MEDIUMBLACK
SANDY CLAY 3 18 MEDIUMBROWN
SANDY CLAY 18 232 MEDIUMGRAY
SILTY SANDY CLAY 232 278 MEDIUMBROWN
WEATHERED ROCK -278 416 MEDIUMBRN/GRN
SANDSTONE 416 480 MEDIUMWHITE
Stratigraphy Information
Casing Diameter Weight
4 416in. To ft.lbs./ft.
Screen?MakeType
416Open Hole From ft.To ft.480
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.0 30 ft.
high solids bentonite ft.30 416 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 650747
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.140 Measureland surface 07/03/2003
90 feet South Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
1 220
Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Schultz, Nicholas 10622 SEGLER, G.
Remarks
Tunnel City-Wonewoc
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel City-Wonewoc
Minnesota Geological Survey
Tunnel City-
416
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460570 4949414
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 07/26/2005Tag on well
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031652656
County Scott Entry Date 06/11/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 01/08/2001
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
JOHNSON,114 22 W 5 DBCAAD 230 ft.230 ft.10/19/2000
Elevation 947 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 16676 MCKAY CT PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
SAND, FILL 0 2 SOFTBROWN
TOP SOIL 2 5 MEDIUMBLACK
CLAY 5 18 MEDIUMBROWN
CLAY 18 125 MEDIUMGRAY
SANDY CLAY 125 145 MEDIUMBROWN
SAND & ROCK 145 160 SOFTVARIED
SANDY CLAY 160 225 MEDIUMGRAY
LIMESTONE 225 230 HARDTAN
Stratigraphy Information
Casing Diameter Weight
4 225in. To ft.lbs./ft.
Hole Diameter
8 30in. To ft.
6.2 225in. To ft.
4 230in. To ft.
Screen?MakeType
225Open Hole From ft.To ft.230
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 652656
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
RED JACKET
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.165 Measureland surface 10/19/2000
ft.210 hrs.3 Pumping at 30 g.p.m.
20 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/24/2000
1 220
10189 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bergerson-Caswell 27058 FELTMANN, T
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Prairie Du Chien Group
Minnesota Geological Survey
Prairie Du Chien
225
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461356 4950684
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031652970
County Scott Entry Date 10/23/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 09/05/2001
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
CARDES, JASON 114 22 W 5 DAAACA 225 ft.225 ft.08/09/2001
Elevation 966 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1970 165TH ST E SHAKOPEE MN 55379
Contact 1548 ROUNDHOUSE CI SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 18 SOFTBROWN
SAND/GRAVEL 18 38 SOFTVARIED
CLAY 38 89 SOFTGRAY
SAND & GRAVEL 89 217 SOFTVARIED
BROKEN LIME/SAND 217 225 MEDIUMTAN/GRY
Stratigraphy Information
Casing Diameter Weight
4 205in. To ft.lbs./ft.
Hole Diameter
8 20in. To ft.
6.5 225in. To ft.
plasticScreen?Make BIG FOOTXType
Diameter Slot/Gauze Length Set
4 25in.ft.20520 225 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 33 ft.3
cuttings ft.33 200 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 652970
HE-01205-15
Printed on 11/24/2025
MURRELPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AREMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.178 Measureland surface 08/09/2001
78 feet Northeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/09/2001
S-20-200 2 230
20200 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHULTZ, C.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461911 4950835
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Tag on well
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031652977
County Scott Entry Date 06/05/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 11/01/2000
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
ASZMANN,114 22 W 5 DACAAA 280 ft.280 ft.10/04/2000
Elevation 955 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1851 165TH ST E SHAKOPEE MN
Contact 3035 MARCIA LA SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
TOPSOIL 0 4 SOFTBLACK
CLAY 4 21 MEDIUMBROWN
SAND & GRAVEL 21 33 SOFTBROWN
CLAY 33 121 MEDIUMGRAY
SAND, GRAVEL,121 240 SOFTVARIED
SAND & COARSE 240 280 SOFTVARIED
Stratigraphy Information
Casing Diameter Weight
4 260in. To ft.lbs./ft.
Hole Diameter
8 20in. To ft.
6.5 280in. To ft.
slotted pipeScreen?Make BIGFOOTXType
Diameter Slot/Gauze Length Set
4 20in.ft.26020 280 ft.ft.
4 15in.ft.26020 280 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 40 ft.3 Sacks
other ft.40 256 ft.
cuttings ft.256 280 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 652977
HE-01205-15
Printed on 11/24/2025
MERRILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.170 Measureland surface 10/04/2000
ft.280 hrs.2 Pumping at 35 g.p.m.
103 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
S-20-200 2 230
20209 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHULTZ, C.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461747 4950705
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Tag on well
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031652978
County Scott Entry Date 03/22/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 08/25/2000
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PEDERSON,114 22 W 5 DAACCC 231 ft.230 ft.08/10/2000
Elevation 958 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1895 165TH ST E SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 16 SOFTBROWN
CLAY 16 123 MEDIUMGRAY
SAND GRAVEL 123 191 MEDIUMVARIED
BROKEN LIME/SHALE 191 202 SOFTTAN
SAND GRAVEL 202 231 SOFTVARIED
Stratigraphy Information
Casing Diameter Weight
4 210in. To ft.lbs./ft.
Hole Diameter
8 22in. To ft.
6.5 230in. To ft.
slotted pipeScreen?Make BIGFOOT (PVC)X Type
Diameter Slot/Gauze Length Set
4 30in.ft.21020 230 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 40 ft.3 Sacks
cuttings ft.40 230 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 652978
HE-01205-15
Printed on 11/24/2025
MERRILLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.174 Measureland surface 08/10/2000
ft.230 hrs.2 Pumping at 18 g.p.m.
72 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
S-20-200 2 230
20200 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHUTZ, C.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461772 4950716
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Tag on well
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031652991
County Scott Entry Date 06/01/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 01/08/2001
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
VIENIEK, TODD 114 22 W 5 DBBACA 238 ft.238 ft.12/27/2000
Elevation 961 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1550 165TH ST E SHAKOPEE MN 55379
Contact 1100 BUTTERFLY LA JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
TOPSOIL 0 9 SOFTBLACK
CLAY 9 28 MEDIUMBROWN
CLAY, BOULDERS 28 170 MEDIUMGRAY
BOULDERS, SILT 170 193 HARDTAN
LIMESTONE 193 238 HARDTAN
Stratigraphy Information
Casing Diameter Weight
4 201in. To ft.lbs./ft.
Hole Diameter
8 22in. To ft.
6.5 201in. To ft.
4 238in. To ft.
Screen?MakeType
201Open Hole From ft.To ft.238
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 40 ft.3 Sacks
cuttings ft.40 201 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 652991
HE-01205-15
Printed on 11/24/2025
MERRELPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.171 Measureland surface 12/27/2000
ft.220 hrs.1 Pumping at 12 g.p.m.
54 feet Northwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
12/31/2000
S-12-100 1 230
12189 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHULTZ, C.
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Prairie Du Chien Group
Minnesota Geological Survey
Prairie Du Chien
193
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461297 4950860
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031653061
County Scott Entry Date 05/15/2001
Quad Prior Lake Update Date 11/12/2004
Quad ID 89B Received Date 12/01/2000
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
ROTH, MARK &114 22 W 5 DBACAD 243 ft.243 ft.11/27/2000
Elevation 962 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1705 165TH ST E SHAKOPEE MN 553794101
Geological Material From To (ft.)Color Hardness
CLAY 0 16 MEDIUMBROWN
CLAY 16 117 MEDIUMBLUE
CLAY & SAND LAYERS 117 135 SOFTBLUE
CLAY 135 189 MEDIUMBLUE
ROCKS & GRAVEL 189 242 MEDIUMVARIED
BROKEN LIMESTONE 242 243 HARDYELLOW
Stratigraphy Information
Casing Diameter Weight
4 238 11in. To ft.lbs./ft.
Hole Diameter
6 237in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 15in.ft.2375 243 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 237 ft.9 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 653061
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.168 Measureland surface 11/20/2000
52 feet Southeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/27/2000
S12-100 1 230
12201 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HOLICKY, G.
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Prairie Du Chien Group
Minnesota Geological Survey
multiple
242
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461457 4950790
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Tag on well
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031653091
County Scott Entry Date 06/06/2001
Quad Jordan East Update Date 08/18/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
JOHNSON,114 22 W 18 BAADBD 500 ft.500 ft.11/18/2000
Elevation 957 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Contact 3450 180TH ST E PRIOR LAKE MN 55372
Well 18105 DAIRY LA JORDAN MN 55352
Contact 17833 PANAMA AV PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 18 MEDIUMBROWN
CLAY 18 185 MEDIUMBLUE
CLAY & SMALL SAND 185 270 MEDIUMBROWN
CLAY 270 415 HARDGRAY
SAND & ROCKS 415 425 HARDBRN/RED
SHALE 425 468 MEDIUMGREEN
SANDROCK 468 500 MEDIUMWHITE
Stratigraphy Information
Casing Diameter Weight
5 426 19in. To ft.lbs./ft.
Hole Diameter
8 419in. To ft.
5 500in. To ft.
Screen?MakeType
426Open Hole From ft.To ft.500
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 419 ft.8 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 653091
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.171 Measureland surface 11/16/2000
50 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/18/2000
4F35A50 5 208
35210 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Wonewoc Sandstone
Minnesota Geological Survey
Tunnel City-
425
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y459441 4948369
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031653651
County Scott Entry Date 06/15/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 11/08/2000
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
NEIBERT,114 22 W 5 DBABBD 280 ft.280 ft.10/20/2000
Elevation 957 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1656 165TH ST E PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 25 YELLOW
CLAY 25 90 GRAY
SAND, GRAVEL, CLAY 90 187 BROWN
LIMESTONE 187 230
SANDSTONE 230 280
Stratigraphy Information
Casing Diameter Weight
4 197 11in. To ft.lbs./ft.
Hole Diameter
6.2 197in. To ft.
Screen?MakeType
197Open Hole From ft.To ft.280
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.10 40 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 653651
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model SU4
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.182 Measureland surface 10/20/2000
ft.182 hrs.2 Pumping at 20 g.p.m.
97 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/23/2000
4F19S20 2 220
19186 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VONBANK, B.
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Jordan Sandstone
Minnesota Geological Survey
Jordan
187
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461405 4950876
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031653658
County Scott Entry Date 04/30/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KLEVEN, CHRIS 114 22 W 5 DABCCB 250 ft.250 ft.10/18/2000
Elevation 963 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1771 165TH ST PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 10 GRAY
CLAY, GRAVEL 10 15 BRN/GRY
CLAY 15 22 BRN/GRY
CLAY 22 100 GRAY
SAND, GRAVEL 100 154 BROWN
GRAVEL, ROCKS 154 246 BRN/BLK
ROCK 246 250 GRAY
Stratigraphy Information
Casing Diameter Weight
4 249 11in. To ft.lbs./ft.
Hole Diameter
6.2 249in. To ft.
4 250in. To ft.
Screen?MakeType
249Open Hole From ft.To ft.250
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.10 40 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 653658
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model SU4
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.170 Measureland surface 10/18/2000
ft.hrs.Pumping at 30 g.p.m.
40 feet East Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/19/2000
4F19S20 2 220
19210 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VONBANK, B.
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Prairie Du Chien Group
Minnesota Geological Survey
Prairie Du Chien
246
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461560 4950759
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Tag on well
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031653664
County Scott Entry Date 08/24/2001
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 02/21/2001
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MEYER, MICK &114 22 W 5 DBDBAC 227 ft.227 ft.02/14/2001
Elevation 952 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 16677 MCKAY CT PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
DIRT 0 4 BLK/BRN
GRAVEL & CLAY 4 60 BRN/GRY
CLAY 60 150 GRAY
GRAVEL, SAND , SOME 150 179 BRN/WHT
LIMEROCK 179 180 RED/BRN
GRAVEL, ROCK 180 218 BROWN
SHALE ROCK COARSE 218 227 GRAY
Stratigraphy Information
Casing Diameter Weight
4 220 11in. To ft.lbs./ft.
Hole Diameter
6.2 220in. To ft.
stainlessScreen?Make COOK & JOHNSONXType
Diameter Slot/Gauze Length Set
2 12in.ft.2208 227 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.10 40 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 653664
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.170 Measureland surface 02/14/2001
ft.hrs.Pumping at 20 g.p.m.
90 feet West Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
02/19/2001
4F35A30 3 220
19201 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VONBANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
gravel (+larger)
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461425 4950675
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031660849
County Scott Entry Date 11/27/2001
Quad Prior Lake Update Date 11/12/2004
Quad ID 89B Received Date 09/27/2001
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SCHULTZ,114 22 W 5 DBBDAD 224 ft.224 ft.08/23/2001
Elevation 945 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 16580 MCKAY CT SHAKOPEE MN
Geological Material From To (ft.)Color Hardness
CLAY 0 120 MEDIUMTAN
SAND & CLAY 120 180 HARDTAN
CLAY 180 200 MEDIUMBLUE
SHALE & GRAVEL 200 218 HARDTAN
LIMEROCK, SHALE &218 224 HARDTAN
Stratigraphy Information
Casing Diameter Weight
4 219 11in. To ft.lbs./ft.
Hole Diameter
6 218in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 12in.ft.2195 224 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 218 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 660849
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.165 Measureland surface 08/17/2001
50 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/23/2001
4F10A10 1 230
10183 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
gravel (+larger)-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461351 4950788
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031664199
County Scott Entry Date 07/22/2002
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 06/24/2002
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BLACKBURN,114 22 W 5 DBBCAA 300 ft.300 ft.06/14/2002
Elevation 953 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Additive (+ Bentonite)
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Step down
No
X Above/BelowYesDrive Shoe?
Joint
Well 1521 165TH ST SHAKOPEE MN 553794100
Contact 5241 LINCOLN AV EDINA MN 55436
Geological Material From To (ft.)Color Hardness
CLAY/SAND 0 162 HARDBLUE
LIME 162 220 SOFTYELLOW
SANDROCK 220 300 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
8 162 28.5in. To ft.lbs./ft.
4 273 10.7in. To ft.lbs./ft.
Hole Diameter
12 162in. To ft.
8 220in. To ft.
4 300in. To ft.
Screen?MakeType
273Open Hole From ft.To ft.300
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
neat cement ft.0 273 ft.2 Cubic yards
neat cement ft.0 162 ft.2 Cubic yards
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 664199
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model SU4X5.5
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
STA-RITE
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.190 Measureland surface 05/21/2002
ft.220 hrs.2 Pumping at 20 g.p.m.
70 feet South Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
06/14/2002
10P4E02J 1 230
10231 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Kimmes-Bauer 19521 MILLER, M.
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Jordan Sandstone
Minnesota Geological Survey
Jordan
162
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461236 4950813
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031666296
County Scott Entry Date 07/01/2002
Quad Jordan East Update Date 06/01/2005
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
WILL, LEONARD 114 22 W 18 BCCDAC 471 ft.471 ft.11/15/2001
Elevation 963 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 80 COUNTRY TR E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 15 YELLOW
CLAY 15 140 GRAY
CLAY, SOME GRAVEL 140 155 GRAY
CLAY 155 260 GRAY
SILT CLAY 260 430 GRY/WHT
SAND, GRAVEL 430 471 BROWN
Stratigraphy Information
Casing Diameter Weight
4 466 11in. To ft.lbs./ft.
Hole Diameter
6.2 471in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 12in.ft.4668 471 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.10 40 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 666296
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.190 Measureland surface 11/15/2001
ft.hrs.Pumping at 30 g.p.m.
102 feet Southwes Direction Other Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/15/2001
1 220
10221 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand +larger-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y458860 4947777
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031668377
County Scott Entry Date 02/18/2002
Quad Prior Lake Update Date 06/01/2005
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KOPAS, SCOTT 114 22 W 17 DDDABD 300 ft.300 ft.10/09/2001
Elevation 948 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 18950 VERGUS AV E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 20 SOFTBROWN
CLAY 20 80 SOFTBLUE
SAND 80 100 SOFTBROWN
CLAY 100 180 SOFTBLUE
CLAY 180 248 MEDIUMBLUE
SAND 248 254 HARDWHT/BRN
CLAY & ROCKS 254 295 HARDRED
LIMESTONE 295 300 HARDWHITE
Stratigraphy Information
Casing Diameter Weight
4 295 11in. To ft.lbs./ft.
Hole Diameter
6 253in. To ft.
4 300in. To ft.
Screen?MakeType
295Open Hole From ft.To ft.300
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 253 ft.5 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 668377
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.105 Measureland surface 10/09/2001
60 feet North Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/09/2001
S12-100 1 230
12147 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 PETERSON, D.
Remarks
St.Lawrence Formation
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
St.Lawrence Formation
Minnesota Geological Survey
St.Lawrence
295
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461824 4947037
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031672785
County Scott Entry Date 08/09/2002
Quad Prior Lake Update Date 03/11/2005
Quad ID 89B Received Date 07/17/2002
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
LANGHORST,114 22 W 5 DADAAA 212 ft.212 ft.06/24/2002
Elevation 966 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1985 165TH ST E PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY & GRAVEL 0 30 YELLOW
CLAY 30 95 GRAY
GRAVEL & SAND 95 202 BRN/GRY
BROKEN ROCK &202 212 BROWN
Stratigraphy Information
Casing Diameter Weight
4 204 11in. To ft.lbs./ft.
Hole Diameter
6.2 204in. To ft.
4 212in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
2 12in.ft.2048 212 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.10 40 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 672785
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
F & W
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.185 Measureland surface 06/26/2002
ft.hrs.Pumping at 10 g.p.m.
14 feet Northwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
06/25/2002
1 220
10189 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VONBANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
pebbly sand/silt/clay-
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461945 4950705
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 08/16/2004Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031678868
County Scott Entry Date 01/22/2003
Quad Jordan East Update Date 05/10/2005
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MCCORMICK,114 22 W 7 AADCCB 120 ft.120 ft.10/30/2002
Elevation 959 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 17210 LANGFORD AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 25 YELLOW
CLAY 25 93 GRY/BRN
SAND 93 120 BROWN
Stratigraphy Information
Casing Diameter Weight
4 113in. To ft.lbs./ft.
Hole Diameter
6.2 120in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3 12in.ft.1138.5 120 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
SOURCE OF CONTAMINATION: HOUSE.
Material FromAmount To
high solids bentonite ft.10 40 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 678868
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.65 Measureland surface 10/30/2002
ft.hrs.Pumping at 40 g.p.m.
38 feet Northeas Direction Other Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/05/2002
0.75 220
1084 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y460150 4949777
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/24/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031683047
County Scott Entry Date 02/21/2003
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
GULLICKSON,114 22 W 16 BCBACB 440 ft.440 ft.12/09/2002
Elevation 949 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 18361 VERGUS AV PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 27 MEDIUMBROWN
CLAY 27 200 MEDIUMGRAY
SANDY CLAY 200 235 SOFTGRAY
CLAY 235 345 MEDIUMGRAY
SANDY CLAY & ROCKS 345 376 MEDIUMGRAY
SANDROCK & SHALE 376 440 MEDIUMGREEN
Stratigraphy Information
Casing Diameter Weight
4 386 11in. To ft.lbs./ft.
Hole Diameter
6 380in. To ft.
4 440in. To ft.
Screen?MakeType
386Open Hole From ft.To ft.440
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 380 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 683047
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.105 Measureland surface 10/30/2002
44 feet South Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
12/05/2002
SD-100 1 230
12150 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 JAECKELS, R.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Tunnel CIty/Lone Rock Fm
Minnesota Geological Survey
Tunnel CIty/Lone
376
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y462016 4948025
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031684681
County Scott Entry Date 10/16/2003
Quad Prior Lake Update Date 08/18/2014
Quad ID 89B Received Date 07/25/2003
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
DOUB, LONNY 114 22 W 8 DCAABA 480 ft.480 ft.07/02/2003
Elevation 925 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1786 SPRINGLAKE CI PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 32 SOFTBROWN
SAND CLAY 32 110 SOFTVARIED
CLAY 110 190 SOFTGRAY
SAND CLAY 190 210 MEDIUMGRAY
CLAY 210 409 MEDIUMGRAY
SHALE/SAND 409 461 SOFTGRAY
SANDSTONE 461 480 SOFTWHITE
Stratigraphy Information
Casing Diameter Weight
4 408 11in. To ft.lbs./ft.
Hole Diameter
8 22in. To ft.
6.5 408in. To ft.
Screen?MakeType
408Open Hole From ft.To ft.480
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 40 ft.3 Sacks
cuttings ft.40 480 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 684681
HE-01205-15
Printed on 11/24/2025
MURRELLPitless adapter manufacturer Model SPK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
GRUNDFOS
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.137 Measureland surface 07/02/2003
ft.280 hrs.2 Pumping at 20 g.p.m.
feet Direction Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/17/2003
22SQE-150 1.5 230
35160 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Gary's Well Co.70417 SCHULTZ, C
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Wonewoc Sandstone
Minnesota Geological Survey
Tunnel City-
409
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461460 4948907
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 07/26/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031696264
County Scott Entry Date 10/08/2004
Quad Jordan East Update Date 06/01/2005
Quad ID 90A Received Date 01/27/2004
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
LLOYDS 114 22 W 18 BADACD 326 ft.326 ft.10/08/2003
Elevation 955 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 18175 DAIRY LA JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 18 YELLOW
CLAY STICKY 18 125 GRAY
CLAY GRAVEL 125 135 MEDIUMGRAY
CLAY 135 220 MEDIUMGRAY
SANDY CLAY 220 308 MEDIUMWHT/GRY
SAND 308 326 M.HARDGRAY
Stratigraphy Information
Casing Diameter Weight
4 315 11in. To ft.lbs./ft.
Hole Diameter
6.7 20in. To ft.
6.2 326in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3 12in.ft.31513 326 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
CONTAMINATION SOURCE-BUILDING.
Material FromAmount To
high solids bentonite ft.10 40 ft.Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 696264
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.185 Measureland surface 10/08/2003
ft.hrs.Pumping at 40 g.p.m.
55 feet East Direction Other Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
12/30/2003
5 220
35231 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Co.70350 VON BANK, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-brown
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y459461 4948219
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 02/01/2005Address verification
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031736422
County Scott Entry Date 08/29/2006
Quad Update Date 06/04/2007
Quad ID Received Date 04/14/2006
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
VICK, ARNOLD 114 22 W 8 CDD 106 ft.106 ft.03/11/2006
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 18040 LANFORD BL JORDAN MN
Geological Material From To (ft.)Color Hardness
CLAY ROCKY 0 35 MEDIUMBROWN
SAND 35 106 HARDBROWN
Stratigraphy Information
Casing Diameter Weight
5 100 0in. To ft.lbs./ft.
Hole Diameter
8.2 106in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.1005 106 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
SEALED WELL # H-242941
Material FromAmount To
cuttings ft.50 100 ft.0
high solids bentonite ft.50 ft.5 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 736422
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.63 Measureland surface 03/10/2006
53 feet Northwes Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
03/11/2006
S12-75 0.75 230
1286 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co., LLP 1622 PETERSON, D.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031745557
County Scott Entry Date 03/29/2007
Quad Prior Lake Update Date 03/03/2017
Quad ID 89B Received Date 01/22/2007
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PRIOR LAKE OB-114 22 W 5 BDAADB 195 ft.150 ft.11/14/2006
Elevation 958 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Vibracore/rotasonic Drill Fluid Bentonite
Address Use exploration Status Sealed
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Contact 17073 ADELMANN ST SE PRIOR LAKE MN 55372
Well MARSHALL RD PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 13 MEDIUMBROWN
CLAY 13 62 MEDIUMGRAY
SAND & GRAVEL 62 114 SOFTBROWN
DOLOMITE 114 135 HARDBRN/PNK
FRACTURE 135 138 SOFT
DOLOMITE W/SMALL 138 175 HARDBROWN
DOLOMITE 175 195 HARDBROWN
Stratigraphy Information
Casing Diameter Weight
4 130 10.7in. To ft.lbs./ft.
Hole Diameter
8 130in. To ft.
4 195in. To ft.
Screen?MakeType
130Open Hole From ft.To ft.150
Static Water Level
Pumping Level (below land surface)
SEALED 02-07-2007 BY 1404.
Material FromAmount To
neat cement ft.130 ft.24 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 745557
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
feet Direction Type
Well disinfected upon completion?Yes X
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Mark J Traut Wells, Inc. 1404 KARASCH, D.
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Prairie Du Chien Group
Minnesota Geological Survey
Prairie Du Chien
114
GPS SA Off (averaged) (15 meters)
System X Y461125 4951255
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 04/03/2007Address with parcel
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031747422
County Scott Entry Date 06/23/2010
Quad Prior Lake Update Date 09/09/2014
Quad ID 89B Received Date 09/20/2010
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SULLIVAN, JOE 114 22 W 8 DCDADB 197 ft.197 ft.01/22/2010
Elevation 925 ft.Elev. Method CALC FROM 2-FOOT COUNTY DEM Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1749 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
BLACK 0 4 SOFTBLACK
SANDY CLAY 4 56 MEDIUMBROWN
SAND SILT 56 180 MEDIUMGRAY
SAND 180 197 MED-HRDGRAY
Stratigraphy Information
Casing Diameter Weight
4 189 11in. To ft.lbs./ft.
Hole Diameter
6.2 109in. To ft.
4 197in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3 7in.ft.1898 197 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.189 ft.7 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 747422
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model THREAD
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.110 Measureland surface 01/22/2009
ft.110 hrs.2 Pumping at 30 g.p.m.
77 feet North Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
01/22/2010
SS50 0.5 230
120 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Jaeckels Well Service, Inc. 1601 JAECKELS, J.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Department of Health
Quat. buried
GPS SA Off (averaged) (15 meters)
System X Y461480 4948655
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 06/21/2010Info/GPS from data
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031749806
County Scott Entry Date 03/30/2007
Quad Prior Lake Update Date 12/26/2013
Quad ID 89B Received Date 01/22/2007
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
PRIOR LAKE OB-114 22 W 5 BDAACA 350 ft.350 ft.11/28/2006
Elevation 958 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Vibracore/rotasonic Drill Fluid Bentonite
Address Use piezometer Status Active
Well Hydrofractured?XYes
No
From To
Casing Type Step down
No
Above/BelowYesDrive Shoe?
Joint
Contact 17073 ADELMANN ST SE PRIOR LAKE MN 55372
Well MARSHALL RD PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
SANDY CLAY 0 13 MEDIUMBROWN
CLAY 13 62 MEDIUMGRAY
SAND & GRAVEL 62 114 SOFTBROWN
DOLOMITE 114 135 HARDBROWN
FRACTURE 135 138
DOLOMITE W/SMALL 138 178 HARDBROWN
DOLOMITE 178 230 HARDBROWN
SANDSTONE 230 237 HARDTAN
CEMENTED 237 240 HARDBROWN
SANDSTONE 240 289 HARDTAN
CEMENTED 289 290 HARDTAN
SANDSTONE 290 339 HARDTAN
SANDSTONE -339 344 HARDVARIED
DOLOMITE 344 350 HARDBROWN
Stratigraphy Information
Casing Diameter Weight
4 240 10.7in. To ft.lbs./ft.
8 124 28.5in. To ft.lbs./ft.
Hole Diameter
8 124in. To ft.
8 350in. To ft.
Screen?MakeType
240Open Hole From ft.To ft.350
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
neat cement ft.240 ft.Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 749806
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.186 Measureland surface 11/28/2006
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Mark J Traut Wells, Inc. 1404 KARASCH, D.
Remarks
Prairie Du Chien Group
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
St.Lawrence Formation
Minnesota Geological Survey
Prairie Du Chien-
114
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y461116 4951256
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 04/03/2007Info/GPS from data
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031760014
County Scott Entry Date 12/05/2008
Quad Jordan East Update Date 08/08/2022
Quad ID 90A Received Date 08/11/2008
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
HENNEN,114 22 W 7 DADADB 153 ft.153 ft.05/08/2008
Elevation 960 ft.Elev. Method LiDAR 1m DEM (MNDNR)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17660 MARSCHOLL RD JORDAN MN
Geological Material From To (ft.)Color Hardness
CLAY 0 21 MEDIUMBROWN
SAND 21 56 SOFTBROWN
SAND & CLAY LAYERS 56 84 MEDIUMGRAY
SAND 84 98 MEDIUMBROWN
CLAY-ROCKY 98 107 MEDIUMGRAY
SAND 107 153 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 143in. To ft.lbs./ft.
Hole Diameter
6 153in. To ft.
plasticScreen?Make BIGFOOTXType
Diameter Slot/Gauze Length Set
4.5 10in.ft.14310 153 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
THE SEALED WELL AT THIS ABOVE ADDRESS IS STATE # H-270653
Material FromAmount To
cuttings ft.50 110 ft.
bentonite ft.50 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 760014
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
SCHAEFER
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.55 Measureland surface 05/07/2005
50 feet West Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
WR-120 0.75 230
1080 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co., LLP 1622 HARTMANN, R.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Department of Health
Quat. buried
GPS SA Off (averaged) (15 meters)
System X Y460277 4949068
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 12/05/2008Info/GPS from data
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031765351
County Scott Entry Date 12/05/2008
Quad Prior Lake Update Date 08/08/2022
Quad ID 89B Received Date 08/11/2008
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
TISDALE,114 22 W 8 ABCAAB 485 ft.485 ft.07/15/2008
Elevation 920 ft.Elev. Method LiDAR 1m DEM (MNDNR)Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Sealed
Well Hydrofractured?XYes
No
From To
ThreadedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Geological Material From To (ft.)Color Hardness
CLAY 0 15 SOFTBROWN
CLAY & SAND 15 80 SOFTGRAY
CLAY 80 240 MEDIUMGRAY
FINE SAND & CLAY 240 376 MEDIUMGRAY
SANDROCK & SHALE 376 470 MEDIUMGRN/GRY
SANDROCK 470 485 MEDIUMGRAY
Stratigraphy Information
Casing Diameter Weight
4 380 11in. To ft.lbs./ft.
Hole Diameter
6 379in. To ft.
4 485in. To ft.
Screen?MakeType
379Open Hole From ft.To ft.485
Static Water Level
Pumping Level (below land surface)
SEALED WELL IS UNIQUE WELL NUMBER H-270663
SEALED 11-28-2014 BY 1622
Material FromAmount To
bentonite ft.379 ft.8 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 765351
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.140 Measureland surface 07/10/2008
51 feet East Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/15/2008
S12-100 1 230
12162 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co., LLP 1622 HARTMANN, B.
Remarks
Tunnel CIty/Lone Rock Fm
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Wonewoc Sandstone
Minnesota Department of Health
Tunnel City-
376
GPS SA Off (averaged) (15 meters)
System X Y461310 4949909
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 12/05/2008Info/GPS from data
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031765360
County Scott Entry Date 08/05/2013
Quad Update Date 12/16/2013
Quad ID Received Date 11/04/2008
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KILLIAN 114 22 W 17 CBC 134 ft.134 ft.10/10/2008
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1071 186TH ST JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 36 MEDIUMBROWN
CLAY 36 98 MEDIUMGRAY
CLAY & SAND LAYERS 98 110 MEDIUMGRAY
SAND 110 134 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 124in. To ft.lbs./ft.
slotted pipeScreen?Make BIGFOOTXType
Diameter Slot/Gauze Length Set
4 15in.ft.12410 134 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.50 120 ft.
bentonite ft.50 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 765360
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.80 Measureland surface 09/10/2008
57 feet West Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10/10/2008
S12-75 75 2
12100 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co., LLP 1622 HARTMANN, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031772275
County Scott Entry Date 01/19/2010
Quad Prior Lake Update Date 08/08/2022
Quad ID 89B Received Date 12/10/2009
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
JOHNSON, EARL 114 22 W 17 CBDBDD 126 ft.126 ft.11/06/2009
Elevation 933 ft.Elev. Method LiDAR 1m DEM (MNDNR)Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1200 186TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 27 MEDIUMBROWN
CLAY 27 45 MEDIUMGRAY
SAND / GRAVEL 45 58 SOFTGRAY
CLAY 58 105 MEDIUMGRAY
SAND / GRAVEL 105 126 SOFTGRAY
BOULDER 126 126 HARD
Stratigraphy Information
Casing Diameter Weight
4 116in. To ft.lbs./ft.
Hole Diameter
6 126in. To ft.
plasticScreen?Make BIG FOOTXType
Diameter Slot/Gauze Length Set
4 10in.ft.11610 126 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
THE SEALED WELL AT THIS ABOVE ADDRESS IS #H-283360
Material FromAmount To
bentonite ft.50 ft.3 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 772275
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
SCHAEFER
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.70 Measureland surface 10/30/2009
60 feet North Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/06/2009
10LD07S4 0.75 230
1090 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co., LLP 1622 HARTMANN, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
boulder or boulders
Minnesota Department of Health
Quat. buried
GPS SA Off (averaged) (15 meters)
System X Y460597 4947418
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/11/2010Info/GPS from data
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031777308
County Scott Entry Date 02/14/2013
Quad Update Date 02/19/2013
Quad ID Received Date 11/19/2010
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KUECHLE,114 22 W 5 CDD 345 ft.345 ft.11/15/2010
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 16816 MARSCHALL RD SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY SAND LAYERS 0 50 SOFTBROWN
CLAY 50 122 HARDGRAY
SAND CLAY LAYERS 122 160 MEDIUMGRAY
CLAY SAND LAYERS 160 310 MEDIUMGRAY
SAND 310 345 MEDIUMBROWN
Stratigraphy Information
Casing Diameter Weight
4 325in. To ft.lbs./ft.
Hole Diameter
6 345in. To ft.
plasticScreen?Make BIGFOOTXType
Diameter Slot/Gauze Length Set
4 10in.ft.32520 345 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
SEALED WELL ON PROPERTY H289493.
Material FromAmount To
high solids bentonite ft.0 54 ft.4 Sacks
cuttings ft.54 325 ft.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 777308
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
SCHAEFER
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.175 Measureland surface 11/04/2010
60 feet South Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
10 1 230
10198 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co., LLP 1622 HARTMANN, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031778729
County Scott Entry Date 09/09/2014
Quad Update Date 09/09/2014
Quad ID Received Date 06/15/2010
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
G.B.114 22 W 18 BAD 380 ft.380 ft.11/01/2005
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use industrial Status Active
Well Hydrofractured?XYes
No
From To
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 18190 DAIRY LA JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 15 YELLOW
CLAY 15 230 GRAY
SANDY CLAY 230 255 GRAY
SAND/SOME SILT 255 320 GRY/WHT
SAND 320 360 BRN/GRY
SAND 360 380 GRAY
Stratigraphy Information
Casing Diameter Weight
12 300in. To ft.lbs./ft.
Hole Diameter
17.300in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
12 85in.ft.29530 380 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.10 290 ft.71 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 778729
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
GOULDS
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.185 Measureland surface 11/01/2005
55 feet East Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/05/2005
9WALC/3 50 460
400252 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Drilling Co., Inc. 1445 SCHULTZ, NICK
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031787358
County Scott Entry Date 10/18/2012
Quad Update Date 10/19/2012
Quad ID Received Date 10/01/2012
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
GROMOFF,114 22 W 5 DBA 227 ft.227 ft.07/25/2012
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1817 165TH ST SHAKOPEE MN 55379
Geological Material From To (ft.)Color Hardness
CLAY 0 10 MEDIUMBROWN
GRAVEL 10 17 MEDIUMBROWN
CLAY 17 28 MEDIUMBROWN
CLAY 28 42 MEDIUMGRAY
GRAVEL CLAY 42 62 SOFTGRAY
CLAY 62 110 MEDIUMGRAY
GRAVEL CLAY 110 130 MEDIUMGRAY
GRAVEL CLAY 130 141 MEDIUMBROWN
CLAY GRAVEL 141 162 MEDIUMBROWN
SILT SAND 162 189 MEDIUMWHITE
GRAVEL 189 200 HARDBROWN
LIMESTONE GRAVEL 200 227 HARDBROWN
Stratigraphy Information
Casing Diameter Weight
4 221 11in. To ft.lbs./ft.
Hole Diameter
6.2 200in. To ft.
3.8 227in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3 18in.ft.8.8 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
DRILLERS: GARY M. BOHN/LEE WECKMAN.
Material FromAmount To
bentonite ft.0 50 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 787358
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.185 Measureland surface 07/25/2012
ft.hrs.0 Pumping at 30 g.p.m.
57 feet West Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/22/2012
AS20 2
20210 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Drilling Co., Inc. 1445 SEE REMARKS
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031788213
County Scott Entry Date 08/28/2012
Quad Update Date 09/06/2012
Quad ID Received Date 07/13/2012
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SOLBERG, JOE 114 22 W 17 CAD 135 ft.135 ft.05/28/2012
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Other
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 18681 HALIFAX LA JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
DRIFT 0 6 MEDIUMBLUE
CLAY 6 126 MEDIUMBLUE
SAND 126 135 MEDIUMWHITE
Stratigraphy Information
Casing Diameter Weight
4 130 11in. To ft.lbs./ft.
Hole Diameter
6 130in. To ft.
4 135in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3 12in.ft.1305 135 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
ALT WELL REPAIR DRILLED WELL ONLY.
GROUTING INFO: MATERIAL= BENSEAL
Material FromAmount To
well grouted, type unknown ft.130 ft.5 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 788213
HE-01205-15
Printed on 11/24/2025
ALT WELLPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
ALT WELL REPAIR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.80 Measureland surface 05/28/2012
ft.80 hrs.2 Pumping at 25 g.p.m.
75 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
X Yes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Jaeckels Well Service, Inc. 1601 JAECKELS, T.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031788520
County Scott Entry Date 08/21/2012
Quad Prior Lake Update Date 08/08/2022
Quad ID 89B Received Date 05/29/2012
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
MALECHA,114 22 W 5 DDCBCD 310 ft.310 ft.05/16/2012
Elevation 943 ft.Elev. Method LiDAR 1m DEM (MNDNR)Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 1741 SHORELINE BL SHAKOPEE MN
Geological Material From To (ft.)Color Hardness
SAND & CLAY LAYERS 0 23 SOFTBROWN
SAND & CLAY LAYERS 23 90 SOFTGRAY
SAND 90 100 SOFTGRAY
CLAY& ROCKY 100 202 HARDGRAY
CLAY 202 288 HARDGRAY
SAND 288 310 MEDIUMGRAY
Stratigraphy Information
Casing Diameter Weight
4 290in. To ft.lbs./ft.
Hole Diameter
6.5 310in. To ft.
plasticScreen?Make BIGFOOTXType
Diameter Slot/Gauze Length Set
4 15in.ft.29020 310 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
THE SEALED WELL AT THIS ABOVE ADDRESS IS STATE OF MINN WELL
NUMBER H-99473
Material FromAmount To
cuttings ft.54 250 ft.
high solids bentonite ft.54 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 788520
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
FLINT & WALLING
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.145 Measureland surface 05/01/2012
50 feet Northwes Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
05/09/2012
4F10S07 0.75 230
1080 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co., LLP 1622 HARTMANN, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Department of Health
Quat. buried
GPS SA Off (averaged) (15 meters)
System X Y461577 4950233
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 12/21/2012Info/GPS from data
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031793590
County Scott Entry Date 09/09/2014
Quad Update Date 09/09/2014
Quad ID Received Date 12/04/2012
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
ERKEL, BOB 114 22 W 8 DDB 440 ft.440 ft.11/12/2012
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 1860 SPRING LAKE CI JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 5 SOFTBROWN
SAND/ROCKS 5 21 MEDIUMBROWN
GRAVEL/CLAY 21 115 MEDIUMGRAY
GRAVEL/CLAY 115 135 MEDIUMBROWN
SAND CLAY 135 165 MEDIUMGRAY
GRAVEL CLAY 165 210 MEDIUMGRAY
SILT SAND 210 383 MEDIUMGRAY
SHALE 383 393 MEDIUMGREEN
SAND/GRAVEL 393 410 MEDIUMBROWN
FRANCONIA/ROCK 410 440 HARDGREEN
Stratigraphy Information
Casing Diameter Weight
4 415in. To ft.lbs./ft.
Hole Diameter
6.2 415in. To ft.
4 440in. To ft.
Screen?MakeType
415Open Hole From ft.To ft.440
Static Water Level
Pumping Level (below land surface)
NAMES OF DRILLER: GARY BOHN AND MARTY RADEMACHER
Material FromAmount To
bentonite ft.50 ft.3 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 793590
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.110 Measureland surface 11/12/2012
20 feet North Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/13/2012
1.5 220
20147 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Drilling Co., Inc. 1445 SEE REMARKS
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031826267
County Scott Entry Date
Quad Update Date 09/20/2017
Quad ID Received Date 08/21/2017
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KRUEGER,114 22 W 7 DDA 125 ft.125 ft.08/03/2017
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
Solvent WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 17756 MARSCHALL RD JORDAN MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 8 MEDIUMBROWN
SAND 8 50 SOFTBROWN
CLAY 50 98 SOFTGRAY
SAND 98 110 SOFTBROWN
CLAY 110 112 SOFTGRAY
SAND 112 125 SOFTBROWN
Stratigraphy Information
Casing Diameter Weight
4 115in. To ft.lbs./ft.
Hole Diameter
6.5 125in. To ft.
plasticScreen?Make MONOFLEXXType
Diameter Slot/Gauze Length Set
4 10in.ft.11510 125 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.60 100 ft.
bentonite ft.60 ft.4 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 826267
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
GRUNDFOS
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.48 Measureland surface 07/25/2017
57 feet South Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/28/2017
10SQ07-240 0.75 230
1090 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co., LLP 1622 HARTMANN, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031865216
County Scott Entry Date
Quad Update Date 08/15/2023
Quad ID Received Date 05/08/2023
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
AMES,114 22 W 18 ADC 138 ft.138 ft.04/26/2023
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
Above/BelowYesDrive Shoe?
Joint
Well 18506 LANGFORD AV JORDAN MN 55352
Contact 2321 WILDWOOD CT BURNSVILLE MN 55306
Geological Material From To (ft.)Color Hardness
CLAY 0 22 BROWN
CLAY 22 90 GRAY
CLAY SAND 90 112 GRAY
SAND GRAVEL 112 138
CLAY 138 138
Stratigraphy Information
Casing Diameter Weight
4 131in. To ft.lbs./ft.
Hole Diameter
6.7 20in. To ft.
6.2 138in. To ft.
Screen?MakeXType
Diameter Slot/Gauze Length Set
3 18in.ft.13189 138 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
cuttings ft.50 131 ft.
bentonite ft.50 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 865216
HE-01205-15
Printed on 11/24/2025
WHITEWATERPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
F&W
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.84 Measureland surface 04/26/2023
ft.hrs.Pumping at 20 g.p.m.
12 feet South Direction Other Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
04/26/2023
1.5
19105 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Bohn Well Drilling Co., Inc. 1445 WEKMAN, L
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031869049
County Scott Entry Date
Quad Update Date 12/19/2023
Quad ID Received Date 07/17/2023
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
COULTER,114 22 W 17 CAC 126 ft.125 ft.07/05/2023
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
GluedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 18730 HALIFEX LA JORDAN MN 55352
Contact 16231 NORTHWOOD RD NW PRIOR LAKE MN 55372
Geological Material From To (ft.)Color Hardness
CLAY 0 17 SOFTBROWN
CLAY & SAND 17 105 SFT-MEDYEL/BLK
SAND & GRAVEL 105 126 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 115in. To ft.lbs./ft.
Hole Diameter
6.5 126in. To ft.
plasticScreen?Make MONO FLEXXType
Diameter Slot/Gauze Length Set
4 10in.ft.11510 125 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.50 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 869049
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
STA-RITE
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.76 Measureland surface 06/04/2023
ft.hrs.Pumping at g.p.m.
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/05/2023
L20P4F4 1.5 230
20100 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co., LLP 1622 HARTMANN, O
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031871752
County Scott Entry Date
Quad Update Date 05/29/2024
Quad ID Received Date 03/15/2024
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KREUSER 114 22 W 16 CCC 135 ft.135 ft.11/15/2023
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Contact 301 270TH ST W NEW PRAGUE MN 56071
Well 18963 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 26 MEDIUMYELLOW
CLAY 26 128 MEDIUMGRAY
SAND 128 135 MEDIUMGRAY
Stratigraphy Information
Casing Diameter Weight
4 130 11in. To ft.lbs./ft.
Hole Diameter
6.5 130in. To ft.
4 135in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3 12in.ft.1308 135 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.130 ft.6 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 871752
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model QUICK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
F&W
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.75 Measureland surface 11/15/2023
ft.75 hrs.2 Pumping at 20 g.p.m.
70 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
11/18/2023
SS100 1 230
12105 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Jaeckels Well Service, Inc. 1601 JAECKELS, T
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031871756
County Scott Entry Date
Quad Update Date 05/29/2024
Quad ID Received Date 03/15/2024
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KREUSER 114 22 W 16 CCC 310 ft.310 ft.12/22/2023
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Qwik gel
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 18947 VERGUS AV JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 26 MEDIUMYELLOW
CLAY 26 130 MEDIUMGRAY
SAND & GRAVEL 130 135 MEDIUMBROWN
CLAY & SAND 135 300 MEDIUMGRAY
LIME 300 310 MEDIUMWHITE
Stratigraphy Information
Casing Diameter Weight
4 300 11in. To ft.lbs./ft.
Hole Diameter
6.5 300in. To ft.
4 310in. To ft.
Screen?MakeType
301Open Hole From ft.To ft.310
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
high solids bentonite ft.0 100 ft.8 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 871756
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model QUICK
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
F&W
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.100 Measureland surface 12/22/2023
ft.100 hrs.2 Pumping at 35 g.p.m.
100 feet Southwes Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
12/24/2023
SS100 1 230
12147 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Jaeckels Well Service, Inc. 1601 JAECKELS, T
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031880878
County Scott Entry Date 05/29/2024
Quad Update Date 05/29/2024
Quad ID Received Date 02/12/2024
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
THEIS, DAVE &114 22 W 6 CCC 140 ft.139 ft.02/01/2024
Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Water
Address Use domestic Status Active
Well Hydrofractured?XYes
No
From To
WeldedCasing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 580 170TH ST E JORDAN MN 55352
Geological Material From To (ft.)Color Hardness
CLAY 0 45 MEDIUMBROWN
CLAY 45 60 MEDIUMGRAY
SAND & CLAY 60 78 SOFTGRAY
CLAY 78 116 MEDIUMGRAY
SAND 116 140 SOFTGRAY
Stratigraphy Information
Casing Diameter Weight
4 129in. To ft.lbs./ft.
Hole Diameter
6.5 140in. To ft.
plasticScreen?Make MONOFLEXXType
Diameter Slot/Gauze Length Set
4 10in.ft.12910 139 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Material FromAmount To
bentonite ft.50 ft.2 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 880878
HE-01205-15
Printed on 11/24/2025
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
F&W
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.89 Measureland surface 01/31/2024
ft.hrs.Pumping at g.p.m.
85 feet Northeas Direction Sewer Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
02/01/2024
4F10S07301 0.75 230
10108 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co., LLP 1622 HARTMANN, O
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000011898
County Scott Entry Date 02/11/1988
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
DOEHLER 114 22 W 5 DCDD null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1711 SHORELINE BL SHAKOPEE MN 55379
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000011898
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000011899
County Scott Entry Date 02/11/1988
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
DOHENY TERRY 114 22 W 5 DCDD null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1725 SHORELINE BL SHAKOPEE MN 55379
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000011899
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000011900
County Scott Entry Date 02/11/1988
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
ROMAN 114 22 W 5 DCDD null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1735 SHORELINE BL SHAKOPEE MN 55379
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000011900
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000011901
County Scott Entry Date 02/11/1988
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
KAHLER 114 22 W 5 DDBC null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1795 SHORELINE BL SHAKOPEE MN 55379
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000011901
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000011902
County Scott Entry Date 02/11/1988
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
BERTENS 114 22 W 7 ADCC null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 955 174TH ST E PRIOR LAKE MN 55372
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000011902
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000011903
County Scott Entry Date 02/23/1989
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
AMUNDSON 114 22 W 7 ADBD null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 986 174TH ST E JORDAN MN 55352
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000011903
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000011904
County Scott Entry Date 02/23/1989
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
FELIX HANS 114 22 W 8 ACBA null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 17191 SUNSET AV SHAKOPEE MN 55379
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000011904
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000011905
County Scott Entry Date 02/11/1988
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SMITH LARRY 114 22 W 8 ABAB null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 17201 SUNSET SHAKOPEE MN 55379
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
5/7/87 OUTSIDE FAUCET BACT <1. INSIDE FAUCET BACT 6.
6/11/87 BOTH INSIDE AND OUTSIDE SAMPLES SAME RESULT.
6/5/87 SAMPLE FOR INSIDE FAUCET.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000011905
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000011913
County Scott Entry Date 02/11/1988
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
INVIE LARRY 114 22 W 9 CBBD null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 17600 VERGUS AV JORDAN MN 55352
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000011913
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000011926
County Scott Entry Date 02/11/1988
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
FAHRENKAMP 114 22 W 17 AABA null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 17991 LANGFORD BL PRIOR LAKE MN 55372
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
FECAL COLIFORM 380000/100 ML FECAL STREP -1/100 ML 2-26-87
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000011926
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000011927
County Scott Entry Date 02/11/1988
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SCOTT CO.114 22 W 18 ABBB null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 600 COUNTRY TR E JORDAN MN 55352
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000011927
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000012339
County Scott Entry Date 02/23/1989
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SCHWARTZHOF 114 22 W 5 null null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1781 SHORELINE BL SHAKOPEE MN 55379
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000012339
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000012340
County Scott Entry Date 02/23/1989
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
STRAIT 114 22 W 5 null null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1751 SHORELINE DR SHAKOPEE MN 55379
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000012340
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000012341
County Scott Entry Date 02/23/1989
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
DOHERTY 114 22 W 8 null null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 17141 SUNSET AV SHAKOPEE MN 55379
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000012341
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000012342
County Scott Entry Date 02/23/1989
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
THOMPSON 114 22 W 8 null null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1950 LAKEVIEW DR JORDAN MN 55352
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000012342
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000012343
County Scott Entry Date 02/23/1989
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
THOMPSON 114 22 W 8 null null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 1970 LAKEVIEW DR JORDAN MN 55352
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000012343
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 10311000012423
County Scott Entry Date 02/23/1989
Quad Update Date 08/18/2016
Quad ID Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
OSTIGAARD 114 22 W 8 null null null
Elevation Elev. Method Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type
No
Above/BelowYesDrive Shoe?
Joint
C/W 17996 LANGFORD BL JORDAN MN 55352
Stratigraphy Information
Screen?MakeType
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 1000012423
HE-01205-15
Printed on 11/24/2025
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.0 Measureland surface null
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No.Name of Driller
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
System X Y
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031660842
County Scott Entry Date 03/26/2002
Quad Jordan East Update Date 03/10/2014
Quad ID 90A Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
SCOTT COUNTY 114 22 W 18 ABBCBD 325 ft.325 ft.08/06/2001
Elevation 952 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Water
Address Use public supply/non-community Status Active
Well Hydrofractured?XYes
No
From To
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
Well 600 COUNTRY TR E JORDAN MN
Geological Material From To (ft.)Color Hardness
CLAY 0 24 MEDIUMBROWN
CLAY 24 218 SOFTGRAY
SAND (FINE)218 305 MEDIUMGRAY
CLAY & SAND LAYERS 305 317 MEDIUMGRAY
SAND 317 325 MEDIUMGRAY
Stratigraphy Information
Casing Diameter Weight
4 320 11in. To ft.lbs./ft.
Hole Diameter
6 320in. To ft.
stainlessScreen?Make JOHNSONXType
Diameter Slot/Gauze Length Set
3.5 10in.ft.3205 325 ft.ft.
Open Hole From ft.To ft.
Static Water Level
Pumping Level (below land surface)
WELL NO.2.
Material FromAmount To
high solids bentonite ft.0 320 ft.6 Sacks
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 660842
HE-01205-15
Printed on 03/03/2026
MONITORPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
AERMOTOR
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.165 Measureland surface 06/19/2001
150 feet South Direction Other Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
08/06/2001
S12-100 1 230
12198 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes X No
Licensee Business Lic. or Reg. No.Name of Driller
Hartmann Well Co.40174 HARTMANN, B.
Remarks
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
sand-gray
Minnesota Geological Survey
Quat. buried
Digitization (Screen) - Map (1:24,000) (15 meters or
System X Y459556 4948383
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 07/12/2005Tag on well
Angled Drill Hole
March 2026
Final AUAR Appendix
APPENDIX D
STORMWATER MASTER PLAN
17
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STORMWATER MASTER
PLAN
ANNEXATION AREA AUAR
November 14, 2025
Prepared for:
City of Prior Lake
4646 Dakota St SE
Prior Lake, MN 55372
WSB PROJECT NO. 028727-000
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000
Table of Contents
Table of Contents
Certification
1. Introduction ............................................................................................. 1
2. AUAR Scenarios ....................................................................................... 2
2.1 Land Use ............................................................................................. 2
2.2 Impervious Coverage ............................................................................ 2
3. Stormwater Management Regulations ......................................................... 4
3.1 Rate Control ........................................................................................ 4
3.2 Volume Control .................................................................................... 4
3.3 Water Quality ....................................................................................... 4
4. Proposed Stormwater Management ............................................................ 6
4.1 BMP Types and Locations...................................................................... 6
4.2 Sizing Calculations ............................................................................... 6
4.2.1 Pretreatment Forebay ..................................................................... 7
4.2.2 Required Water Quality Volume ....................................................... 7
4.2.3 BMP Footprint ................................................................................ 7
4.3 Existing BMPs ...................................................................................... 9
4.4 Campbell Lake BMP .............................................................................. 9
4.5 Wetland Restoration ............................................................................. 9
5. References ............................................................................................. 10
Appendix A – AUAR Area Figures
Appendix B – BMP Locations and Sizes
Appendix C – BMP Size Calculations
Appendix D – Campbell Lake Watershed BMP Study
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Certification
Certification Sheet
I hereby certify that this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly licensed professional engineer under the
laws of the State of Minnesota.
Laura Rescorla, PE
_______________________________________________
Date: November 14, 2025 Lic. No. 58716
Quality Control Review Completed By:
Jake Newhall, PE
_______________________________________________
Date: November 14, 2025 Lic. No. 49170
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Page 1
1. Introduction
The Prior Lake annexation area (study area) is approximately 2,538 acres (4.0
square miles) of contiguous, mostly undeveloped land. The annexation area is
located west of Spring Lake, including a portion of the town of Spring Lake, and east
of the town of Sand Creek (see Figures 3 and 5, Appendix A).
The City of Prior Lake initiated the Alternative Urban Areawide Review (AUAR) of the
study area in March 2025. The AUAR includes an analysis of two development
scenarios as follows:
Scenario 1 (Figure 1, Appendix A) – Low and medium density residential,
retail/general business, and planned industrial land use categories.
Scenario 2 (Figure 2, Appendix A) – Low, medium, and high density
residential, retail/general business, business park, and planned industrial land
use categories.
Regulatory agencies within the study area include the City of Prior Lake (City), the
Prior Lake-Spring Lake Watershed District (PLSLWD), and the Scott County
Watershed Management Organization (Scott WMO).
This report outlines the stormwater management that will be required with
development. Stormwater best management practices (BMPs) were sited throughout
the study area as shown in Appendix B. These are intended to be a guide for future
developers to determine the area that will likely be needed for stormwater
management. It is anticipated that the volume provided in the BMPs shown in this
report will likely be split up and provided by numerous BMPs within each
subwatershed. However, it is the hope of the City and watersheds that regional
BMPs be implemented where possible.
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Page 2
2. AUAR Scenarios
Two development scenarios were studied as part of the AUAR. Scenario 1, as shown
in Figure 1, Appendix A, is consistent with the City’s current comprehensive plan.
Scenario 2, as shown in Figure 2, Appendix A, includes more area in land use
categories with higher impervious percentages, representing a higher intensity of
development.
2.1 Land Use
Six land use categories were defined within the AUAR area. Each land use category
was assigned an impervious percentage to aid in BMP sizing calculations.
For residential areas, the impervious percentage was determined using the maximum
units per acre from the Prior Lake Code of Ordinances (Prior Lake, Minnesota - Code
of Ordinances, 2025). For example, low density residential areas have a maximum
density of 4 units per acre, therefore, each lot is ¼ acre. From this, an impervious
percentage was assigned using Table 2-2a in the HydroCAD reference manual
(USDA, 1986).
The land use categories and corresponding impervious percentages are shown below
in Table 1.
Table 1. Land Use Categories and Impervious Coverage
Land Use Category Units per Acre* Impervious Percent**
Low Density Residential 4 38
Medium Density Residential 7 60
High Density Residential 20 70
Retail/General Business - 85
Business Park - 85
Planned Industrial - 72
*Source: Prior Lake, Minnesota – Code of Ordinances, 2025
**Source: HydroCAD Reference Manual, Table 2-2a (USDA, 1986)
2.2 Impervious Coverage
To determine the planned impervious coverage, wetlands and waterbodies were
excluded from the developable area. The development in Scenario 1 results in
approximately 48% impervious area. Compared to Scenario 1, Scenario 2 has less
low density residential and more medium and high-density residential areas.
Additionally, Scenario 2 has more retail and business areas and less industrial. The
development in Scenario 2 results in approximately 52% impervious area.
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Page 3
Each scenario’s land use, areas, and impervious areas are shown below in Table 2.
Table 2. Scenario Land Use and Impervious Areas within AUAR
Land Use
Category
Impervious
Percent
Scenario 1 Scenario 2
Total
Area
(ac)
Impervious
Area (ac)
Total Area
(ac)
Impervious
Area (ac)
Low Density
Residential 38 1,806 686 1,511 574
Medium
Density
Residential
60 139 83 356 214
High Density
Residential 70 0 0 42 29
Retail/General
Business 85 179 152 143 121
Planned
Industrial 72 415 299 335 241
Business Park 85 0 0 152 130
Totals 2,538 1,220 (48%) 2,538 1,309 (52%)
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Page 4
3. Stormwater Management Regulations
The following sections outline the stormwater management regulations within the
study area. Regulatory agencies include the City of Prior Lake (City), the Prior Lake-
Spring Lake Watershed District (PLSLWD), and the Scott County Watershed
Management Organization (Scott WMO).
The City’s stormwater management regulations, as outlined in the City of Prior
Lake’s Public Works Design Manual dated September 2022 and summarized below,
are the same or stricter than those of the watershed districts and they incorporate
MS4 permit requirements. The City’s stormwater management requirements apply
when there is a net impervious surface increase of 3,500 square feet or more and
land disturbance of more than 10,000 square feet. The analysis in this report
assumes that all development and redevelopment will trigger these requirements.
Depending on when development occurs, there might be updated regulations or
design guidance from regulatory agencies. For example, Scott WMO is currently in
the process of updating their Comprehensive Water Resource Management Plan.
Future development will be required to meet or exceed all regulations that are in
place at the time of development. The City of Prior Lake’s Public Works Design
Manual (and any updated editions) shall be used as the design standard for all BMPs
designed within the study area.
Any proposed work that impacts or discharges stormwater into the MnDOT right-of-
way will require a permit from MnDOT.
3.1 Rate Control
Peak runoff rates for the developed condition shall not exceed pre-development peak
runoff rates at each point of site discharge for the 2-year, 10-year and 100-year 24-
hour storm events.
For any areas discharging outside the study area into the unincorporated areas of
Scott WMO, peak runoff rates shall not exceed pre-settlement (approximately 1855)
peak runoff rates at each point of site discharge for the 2-year, 10-year and 100-year
24-hour storm events.
For any areas draining into MnDOT right-of-way, peak discharge rates shall not
increase for the 2-year, 10-year and 100-year 24-hour storm events.
3.2 Volume Control
Sites (excluding public linear projects) must capture and treat a volume equal to 1.0-
inch times the sum of new and fully reconstructed impervious surfaces.
Public linear projects must capture and treat a volume equal to either 0.5 inches
times the sum of new and reconstructed impervious surfaces or 1.0 inches times the
net increase in impervious surfaces, whichever greater.
3.3 Water Quality
Proposed stormwater management practices must result in a reduction of at least
60% of total Phosphorus and 90% of total suspended solids. For sites that cannot
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Page 5
provide the full water quality volume as described in Section 3.2 via volume
reduction BMPs, the City applies volume conversion factors, as outlined in Table 3.
Table 3. Volume Conversion Factors for Properly Designed BMPs (City of Prior Lake,
2022)
BMP BMP Design
Variation
Volume Conversion
Factor*
Infiltration ** Infiltration Feature 1.00
Water Reuse ** Irrigation 1.00
Enhanced Filtration Iron or other additive 0.70
Biofiltration Underdrain 0.65
Stormwater Wetlands Pond/Wetland 0.55
Stormwater Ponds *** Multiple Pond 0.60
Wet Pond 0.50
Source: Adapted from the Minnesota Stormwater Manual, MPCA.
* Refer to MPCA Stormwater Manual for additional information on practice
performance. Volume conversion factors shown reflect comparative average annual
total phosphorus percentage removal efficiencies to compare water quality
treatment among various practices.
** These BMPs reduce runoff volume.
*** Stormwater ponds must also provide dead storage for runoff from the 2.5-inch
event.
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Page 6
4. Proposed Stormwater Management
To meet the stormwater management requirements outlined in Section 3, BMPs were
identified throughout the study area. Because it has more proposed impervious area,
Scenario 2 was used to determine the proposed BMPs. Subcatchments were
delineated based on Scott County LiDAR from 2012.
In most subwatersheds, a single BMP was proposed as outlined in Section 4.1. As
feasible, the City and watersheds have an interest in regional BMPs. However, it is
anticipated that as development is proposed, multiple BMPs will be needed within
many subwatersheds. They may be disbursed throughout the subwatershed and/or
located in differently than shown in this report to account for the proposed lot
divisions and desired site layout. The BMPs in this report are intended to outline the
total anticipated area needed for stormwater management, rather than the exact
location or layout of the BMPs.
As regional BMPs are designed, early coordination between the Developer, City, and
watershed(s) is recommended to determine BMP ownership, easements, operations
and maintenance responsibility, and cost share opportunities.
4.1 BMP Types and Locations
Two types of BMPs were proposed within the study area: either an infiltration basin
or a filtration basin. BMP locations were determined by placing one per
subcatchment within the study area. BMPs were placed with the following criteria in
mind:
• Placed in low areas, towards the downstream end of a subcatchment,
• Placed outside of wetlands and waterbodies,
• Placed based on anticipated groundwater levels of adjacent lake(s), and
• Placed away from proposed roadways in the study area.
BMP types were determined based on the dominant, undrained hydrologic soil group
(HSG) in the study area (see Figure 4). If the HSG was A, B, or C, then an
infiltration basin was proposed. If the HSG was D, then a filtration basin was
proposed as alternative compliance. Much of the study area has soils with dual
HSGs, indicating a high-water table that could create a drainage problem. When the
soils are well drained, they act like one soil group, but in their undrained state, they
act like another. For example, HSG B/D soils act like D soils when undrained and B
soils if well drained. For the purposes of this study, soils with dual HSGs were
assumed to act like HSG D soils.
See Appendix B for location maps of all existing and proposed BMPs for Scenario 2.
See Appendix C for a table of the BMP sizing calculations for both Scenario 1 and
2.
4.2 Sizing Calculations
The following sections explain the calculations and steps taken in determining the
pretreatment area (4 .2.1), required water quality volume (4.2.2), and total footprint
for the proposed BMPs (4.2.3).
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Page 7
The curve numbers in Table 4 shall be used to model pre-development conditions.
Table 4. Pre-Development Curve Numbers
Hydrologic Soil
Group
Curve
Number
A 30
B 55
C 71
D 77
Source: PLSLWD Rules
4.2.1 Pretreatment Forebay
Pretreatment facilities for stormwater BMPs are engineered to promote the settling
of solids. The methodology for calculating the area of a pretreatment basin (in acres)
was referenced from the Minnesota Stormwater Manual (MPCA, 2022): 𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃 𝐴𝐴𝑃𝑃𝑃𝑃𝑃𝑃=𝐹𝐹𝐹𝐹∗𝐼𝐼∗𝐴𝐴∗𝐹𝐹𝐹𝐹𝑣𝑣𝑆𝑆∗(1 −𝐹𝐹𝐹𝐹) (1)
• Target Fraction Removal, FR (0.5-0.7 recommended, 0.6 was used in
calculations)
• Peak Rainfall Intensity, I (0.5 in/hr for a 1-inch event, Type II distribution)
• Directly Connected Impervious Area, A (sq ft)
• Settling Velocity, vS, for the particle size targeted (80 microns recommended,
0.017 fps)
4.2.2 Required Water Quality Volume
The required water quality volume (WQV) of a BMP is defined as 1-inch of runoff
multiplied by the impervious area that drains to the BMP.
For sizing purposes, it is assumed that any proposed filtration basins are
biofiltration basins with an underdrain with a volume conversion factor of 0.65 (see
Equation 2). 𝑊𝑊𝑊𝑊𝑉𝑉𝐸𝐸𝐸𝐸=𝑊𝑊𝑊𝑊𝑉𝑉0.65 (2)
Here, and in the following equations, A is the BMP area in acres, WQV is the water
quality volume in ac-ft, and D is the depth in feet. Subscript EF is for enhanced
filtration and Inf is for infiltration.
4.2.3 BMP Footprint
The footprint of the BMP is determined by dividing the required volume of the BMP
by the depth and multiplying by a Rate Control Factor (RCF) (see Equation 3). The
depth of the BMP depends on the type of BMP.
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Page 8
𝐴𝐴=𝑊𝑊𝑊𝑊𝑉𝑉𝐷𝐷∗𝐹𝐹𝑅𝑅𝐹𝐹 (3)
• Filtration Basins: The depth of filtration basins is assumed to be 2.0 feet.
Assuming a filtration rate through the media of 1.0 in/hr, filtration basins
could be 4.0 feet deep and still draw down within 48 hours. However, 2.0 feet
was used to more conservatively size the basins. This allows flexibility in
design if a wet pond and filtration bench are used in conjunction for example,
to provide rate and volume control (see Equation 4). 𝐴𝐴𝐸𝐸𝐸𝐸=𝑊𝑊𝑊𝑊𝑉𝑉𝐷𝐷𝐸𝐸∗𝐹𝐹𝑅𝑅𝐹𝐹𝐸𝐸𝐸𝐸=𝑊𝑊𝑊𝑊𝑉𝑉2𝑓𝑓𝑃𝑃∗2 (4)
• Infiltration Basins: The depth of an infiltration basin depends on the
infiltration rate of surrounding soils. The soils in the AUAR area are
predominantly HSG C (see Figure 4, Appendix A), which have an infiltration
rate of 0.2 in/hr (MPCA, 2025). To draw down within 48 hours, infiltration
basins have a proposed depth of 0.8 feet. (see Equation 5). 𝐴𝐴𝐼𝐼𝐼𝐼𝐼𝐼=𝑊𝑊𝑊𝑊𝑉𝑉𝐷𝐷𝐼𝐼𝐼𝐼𝐼𝐼∗𝐹𝐹𝑅𝑅𝐹𝐹𝐼𝐼𝐼𝐼𝐼𝐼= 𝑊𝑊𝑊𝑊𝑉𝑉0.8 𝑓𝑓𝑃𝑃∗1.5 (5)
• Rate Control Factors: Simplified HydroCAD models (not included in this
report) of the existing and proposed subwatersheds were created to determine
approximate BMP volumes needed in addition to the WQV to meet the rate
control requirements outlined in Section 3.1. The bounce assumed in the 100-
year 24-hour storm event was 4.0 feet. Approximately 20 feet of buffer area
around the BMPs was also included in the rate control factor. This buffer area
can account for maintenance access, native plantings, and building setbacks.
The RCFs varied for enhanced filtration and infiltration as shown in
Equations 6 and 7. 𝐹𝐹𝑅𝑅𝐹𝐹𝐸𝐸𝐸𝐸=2 (6) 𝐹𝐹𝑅𝑅𝐹𝐹𝐼𝐼𝐼𝐼𝐼𝐼=1.5 (7)
The BMP footprints calculated here assume that the rate control and water quality
volume requirements are met in a single basin with a pretreatment forebay. However,
alternative BMP designs will likely be proposed. One alternative layout includes a
wet pond, used for pretreatment and rate control, along with a filtration or infiltration
basin to provide the required WQV. Per the requirements of the MPCA’s Construction
Stormwater General Permit, a wet sedimentation basin must have a permanent pool
volume of 1,800 cubic feet per acre that drains to it. It is anticipated that the total
BMP footprint required to construct this alternative layout would be similar to the
areas calculated here in Section 4.2.3. With this alternative layout, it is likely that
the filtration depth (see Equation 4) could be increased to up to 4.0 feet.
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Page 9
4.3 Existing BMPs
There are multiple existing BMPs within the study area, primarily near the
intersections of County Road 17 and 170th Street E and Dairy Lane and Highway
282. As development and redevelopment happens in these areas, the size and
function of the BMPs will need to be verified. Additional BMPs may be needed
depending on the scope of the development.
PLSLWD is in the process of installing an iron enhanced sand filter (IESF) northwest
of the intersection of Highway 13 and County Road 17, where BMP 21 is depicted in
the figures in Appendix B. The IESF has a design life of 15 years. Depending on
when this area develops, there may be an opportunity to expand, retrofit, or
transition this IESF to a BMP that meets the requirements of development.
4.4 Campbell Lake BMP
The Campbell Lake Watershed BMP Study was completed by HR Green, Inc in April
2023 for the 928-acre area that drains to Campbell Lake. This drainage area is
located in the northeastern portion of the AUAR study area. The proposed BMP
system is a combination of a wet pond and iron enhanced sand filters , as shown in
Figure 2, Appendix D . It is recommended that this BMP system be installed to
protect the water quality of Campbell Lake. As development occurs, the impervious
increases assumed in the report should be verified against those that are actually
proposed to ensure the BMP is sized accurately. As stated in the report, the
recommended BMPs “meet the City stormwater regulations for a limited portion of
the Campbell Lake watershed. As other subwatersheds are developed, smaller
dispersed BMPs should be implemented by developers to comply with City
stormwater code” (HR Green, 2023). The full technical report can be found in
Appendix D.
4.5 Wetland Restoration
PLSLWD has developed a wetland restoration concept within the subwatershed for
BMP 27. When development is anticipated in this area, there is an opportunity to
pair the planned land uses with the watershed’s goals for wetland restoration.
Conversations between the City, watershed, and developer should be undertaken
early in the design development process for this area to align stakeholder visions
and priorities.
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Page 10
5. References
City of Prior Lake. 2022. City of Prior Lake Public Works Design Manual. Technical
Manual, Prior Lake.
HR Green. April 7, 2023. Campbell Lake Watershed BMP Study. Technical Report,
Prior Lake.
MPCA. 2020. MS4 General Permit. Minnesota, United States of America.
MPCA. Pretreatment sizing for basins and filters strips. Minnesota Stormwater
Manual. Accessed December 5, 2022.
https://stormwater.pca.state.mn.us/index.php?title=Pretreatment_sizing_for_bas
ins_and_filters_strips
MPCA. 2025. Minnesota Stormwater Manual. Minnesota, United States of America.
Prior Lake, Minnesota - Code of Ordinances. 2025. Prior Lake, Minnesota, United
States of America.
Prior Lake-Spring Lake Watershed District Rules. 2022. Minnesota, United States of
America.
USDA. 1986. Urban Hydrology for Small Watersheds. Technical Release 55. United
States Department of Agriculture.
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Appendix
Appendix A
AUAR Area Figures
LANGFORD BLVD (Hwy 282)
LANGFORD
AV
(Hwy
13)
MA
R
S
C
H
A
L
L
R
D
S
(
C
o
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d
1
7
)
LANGFORD BLVD(Hwy 13)
COUNTRY TRL W (Hwy 282)
MARSCHALL R D (C o R d 1 7)
C O UNTRY TR L E (H w y 2 8 2 )
Howard Lake
Campbell
Lake
Spring Lake
Do
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1
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/
2
0
2
5
¯1 inch = 2,000 feet
0 2,000
Feet
Annexation Area AUAR
City of Prior Lake, MN
Figure 1: AUAR Scenario 1
AUAR Boundary
Scenario 1
Low Density Residential
Medium Density Residential
Retail/General Business
Planned Industrial
LANGFORD BLVD (Hwy 282)
LANGFORD
AV
(Hwy
13)
MA
R
S
C
H
A
L
L
R
D
S
(
C
o
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1
7
)
LANGFORD BLVD(Hwy 13)
COUNTRY TRL W (Hwy 282)
MARSCHALL R D (C o R d 1 7)
C O UNTRY TR L E (H w y 2 8 2 )
Howard Lake
Campbell
Lake
Spring Lake
Do
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/
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0
2
5
¯1 inch = 2,000 feet
0 2,000
Feet
Annexation Area AUAR
City of Prior Lake, MN
Figure 2: AUAR Scenario 2
AUAR Boundary
Scenario 2
Low Density Residential
Medium Density Residential
High Density Residential
Retail/General Business
Business Park
Planned Industrial
CITY OF
SHAKOPEE
TOWN OF
SAND CREEK
CITY OF
PRIOR
LAKE
TOWN OF
LOUISVILLE
TOWN OF
SPRING LAKE
LANGFORD BLVD (Hwy 282)
LANGFORD
AV
(Hwy
13)
MA
R
S
C
H
A
L
L
R
D
S
(
C
o
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d
1
7
)
LANGFORD BLVD(Hwy 13)
COUNTRY TRL W (Hwy 282)
MARSCHALL R D (C o R d 1 7)
C O UNTRY TR L E (H w y 2 8 2 )
Howard Lake
Campbell
Lake
Spring Lake
Do
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0
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5
¯1 inch = 2,000 feet
0 2,000
Feet
Annexation Area AUAR
City of Prior Lake, MN
Figure 3: City Districts
AUAR Boundary
City District
City of Prior Lake
City of Shakopee
Town of Louisville
Town of Sand Creek
Town of Spring Lake
B
C
C
B
B
C/D
C/D
C/D C/D
C/D
C/D
C/D
C/D
C/D
C/D
C/D
C/D
C/D
C/D
C
C C
C
C
C
B
B
B
B
B
A
A
A
A
A
C
C
C
C
C
C
C
C
C
C
B
A/D
A/D
A/D
C/D
C/D
A/D
A/D
A/D
A/D
A/D
A/D
B
B
B
B
B/D
B/D
B/D
B/D
B/D
B/D
B/D
B/D
B/D
B/D
B/D
B/D
B/D
B/D
B/D
B/D
LANGFORD BLVD (Hwy 282)
LANGFORD
AV
(Hwy
13)
MA
R
S
C
H
A
L
L
R
D
S
(
C
o
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1
7
)
LANGFORD BLVD(Hwy 13)
COUNTRY TRL W (Hwy 282)
MARSCHALL R D (C o R d 1 7)
C O UNTRY TR L E (H w y 2 8 2 )
Howard Lake
Campbell
Lake
Spring Lake
Do
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5
¯1 inch = 2,000 feet
0 2,000
Feet
Annexation Area AUAR
City of Prior Lake, MN
Figure 4: Hydrologic Soil Groups
AUAR Boundary
Public Waterbodies
Wetlands
Hydrologic Soil Group
Water
A
B
C
D (Including A/D, B/D, and C/D)
!
!
!
!
!
!
!
!
LANGFORD BLVD (Hwy 282)
LANGFORD
AV
(Hwy13)
MA
R
S
C
H
A
L
L
R
D
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(
C
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1
7
)
LANGFORD BLVD (Hwy 13)
MARSCHALL R D (C o R d 1 7)
C O U NTR YTR L E (H w y 2 8 2 )
Howard Lake
Campbell
Lake
Spring Lake
Campbell Lake
ADRN: 408 acOutflow 7ADRN: 250 ac
Outflow 6ADRN: 270 ac
Spring LakeADRN: 1222 ac
Outflow 9
ADRN: 82 ac
Outflow 12ADRN: 147 ac
Outflow 10
ADRN: 37 ac
Outflow 11ADRN: 44 ac
Outflow 1
ADRN: 45 acOutflow 2
ADRN: 167 ac Howard Lake
ADRN: 51 ac
6
7
2
10
12
11
9
1
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5
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0 2,000
Feet
Annexation Area AUAR
City of Prior Lake, MN
Figure 5: Existing Conditions
!AUAR Outflow Point
AUAR Boundary
Existing Subwatersheds
Public Waterbodies
Wetlands
Waterbodies
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Appendix
Appendix B
BMP Locations and Sizes
LANGFORD
AV
(Hwy
13)
MA
R
S
C
H
A
L
L
R
D
S
(
C
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1
7
)
LANGFORD BLVD (Hwy 13)MA
R
S
C
H
A
L
L
R
D
(
C
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d
1
7
)
COUNT R Y T R L E (H wy 282)
Howard Lake
Campbell Lake
Spring Lake
BMP 11ADRN: 27 ac
BMP 03
ADRN: 133 ac
Campbell Lake
ADRN: 268 ac
BMP 01
ADRN: 171 ac
BMP 13
ADRN: 148 ac
BMP 08
ADRN: 45 ac
BMP 06
ADRN: 84 ac
BMP 29
ADRN: 39 ac
BMP 02
ADRN: 47 ac
BMP 07
ADRN: 62 ac
BMP 27ADRN: 185 ac
BMP 23
ADRN: 154 ac
BMP 10
ADRN: 17 acBMP 14
ADRN: 56 ac
BMP 09
ADRN: 108 ac
BMP 15
ADRN: 6 ac
BMP 18
ADRN: 57 ac BMP 16
ADRN: 63 ac
BMP 17
ADRN: 274 ac
BMP 24
ADRN: 22 ac
BMP 26
ADRN: 18 ac
BMP 25
ADRN: 4 ac
BMP 22
ADRN: 14 ac
BMP 28
ADRN: 74 ac
BMP 21
ADRN: 87 ac
BMP 20
ADRN: 88 ac
BMP 12
ADRN: 11 ac
BMP 19
ADRN: 23 ac
BMP 04
ADRN: 119 ac
BMP 30
ADRN: 50 ac
BMP 05
ADRN: 146 ac
BMP 31
ADRN: 16 ac
BMP 05 - Campbell Lake
3.5 ac wet pond
0.7 ac IESF
BMP 01
APRO: 6 acVREQ: 3.2 ac-ft
BMP 02
APRO: 2.5 acVREQ: 2.5 ac-ft
BMP 03
APRO: 4.4 ac
VREQ: 4.4 ac-ft
BMP 04
APRO: 5 ac
VREQ: 5 ac-ft
BMP 06APRO: 3.4 acVREQ: 3.4 ac-ft BMP 07
APRO: 2.8 ac
VREQ: 2.8 ac-ft
BMP 08APRO: 1.7 acVREQ: 1.7 ac-ft
BMP 13APRO: 8.5 acVREQ: 8.5 ac-ft
BMP 17APRO: 18.7 acVREQ: 18.7 ac-ft
BMP 29APRO: 3.4 acVREQ: 1.8 ac-ft
BMP 27
APRO: 13.3 ac
VREQ: 13.3 ac-ft
BMP 30APRO: 3.6 acVREQ: 3.6 ac-ft
BMP 28APRO: 4.5 acVREQ: 4.5 ac-ft
BMP 19
APRO: 1.1 ac
VREQ: 1.1 ac-ft
BMP 16
APRO: 2.7 ac
VREQ: 2.7 ac-ft
BMP 14
APRO: 2.4 acVREQ: 2.4 ac-ft
BMP 18APRO: 3.8 acVREQ: 2.1 ac-ft
BMP 09APRO: 4.5 acVREQ: 4.5 ac-ft
BMP 20
APRO: 7.6 ac
VREQ: 7.6 ac-ft
BMP 21APRO: 6.9 acVREQ: 6.9 ac-ft
BMP 23
APRO: 6.9 ac
VREQ: 6.9 ac-ft
BMP 31
APRO: 0.8 acVREQ: 0.4 ac-ft
Prior Lake/Spring Lake WD
Scott WMO
Scott WMO
Sc
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M
O
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¯1 inch = 0.25 miles
0 0.25
MilesAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Appendix B Overview - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Watershed Districts
Public Waterbodies
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
Minor Collector
BMPs
Assumed Existing BMP
Proposed Forebay
Proposed Filtration Basin
Proposed Infiltration Basin
Proposed Campbell LakeBMP
9 40
97093
0
940
9 30
960
950
9 6 0
960
94
0
940
940
920
950
950
9
5
0
97
0
940
920
960
92
0
920
96
0
96
0
93
0
930 9
7
0
940
930
940
9
5
0
940
930
92
0
BMP 03
ADRN: 133 ac
Campbell Lake
ADRN: 268 ac
BMP 01
ADRN: 171 ac
BMP 02
ADRN: 47 ac
BMP 04ADRN: 119 ac
BMP 01
Forebay
BMP 03Forebay
BMP 01
APRO: 6 ac
VREQ: 3.2 ac-ft
BMP 03
APRO: 4.4 ac
VREQ: 4.4 ac-ft
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5
¯1 inch = 500 feet
0 500
FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B1 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Public Waterbodies
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
BMPs
Proposed Forebay
Proposed Filtration Basin
Proposed Infiltration Basin
1 2
3
5 6
8
4
10
11 12
7
9
960
980
9 6 0
970
990
9
6
0
980
970
960940
9
5
0
980
9
6
0
960
930
9 6 0
970
960
950
960
9 50
930 97 0
960
940
970
950
970
9 6 0
960
MA
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C
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A
L
L
R
D
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(
C
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d
1
7
)
Howard Lake
Campbell Lake
Campbell Lake
ADRN: 268 ac
BMP 01
ADRN: 171 ac
BMP 02
ADRN: 47 ac
BMP 04
ADRN: 119 ac
BMP 05
ADRN: 146 ac
BMP 05 - Campbell Lake
3.5 ac wet pond
0.7 ac IESF
BMP 02Forebay
BMP 02
APRO: 2.5 ac
VREQ: 2.5 ac-ft
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¯1 inch = 500 feet
0 500
FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B2 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Public Waterbodies
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
Minor Collector
BMPs
Proposed Forebay
Proposed Filtration Basin
Proposed Campbell Lake BMP
1 2
3
5 6
8
4
10
11 12
7
9
92 0 950
94
0
950
9 60
95
0
9 5 0
93
0
940
95
0
920
990
930
9
6
0
9
5
0
940
930
940
930
940
9
80
93
0
970
9 30
96
0
9
5
0
930
940
Campbell
Lake
BMP 03
ADRN: 133 ac
Campbell Lake
ADRN: 268 ac
BMP 13
ADRN: 148 acBMP 08
ADRN: 45 ac
BMP 06
ADRN: 84 ac
BMP 09ADRN: 108 ac
BMP 04
ADRN: 119 ac
BMP 03
Forebay
BMP 04Forebay
BMP 06
Forebay
BMP 08Forebay
BMP 03
APRO: 4.4 ac
VREQ: 4.4 ac-ft
BMP 04
APRO: 5 ac
VREQ: 5 ac-ft
BMP 06
APRO: 3.4 ac
VREQ: 3.4 ac-ft
BMP 08APRO: 1.7 acVREQ: 1.7 ac-ft
Prior Lake/Spring Lake WD
Scott WMO
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FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B3 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Public Waterbodies
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
BMPs
Proposed Forebay
Proposed Filtration Basin
1 2
3
5 6
8
4
10
11 12
7
9
940
9 6 0
95
0
93
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9
60
950
95
0
930
930
930
9
4
0
960
950
950
930
9
4
0
9
5
0
9 40
BMP 13ADRN: 148 ac
BMP 08
ADRN: 45 ac
BMP 06
ADRN: 84 ac
BMP 17
ADRN: 274 ac
BMP 08
Forebay
BMP 13
Forebay
BMP 08APRO: 1.7 ac
VREQ: 1.7 ac-ft
BMP 13
APRO: 8.5 acVREQ: 8.5 ac-ft
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FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B4 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
BMPs
Proposed Forebay
Proposed Filtration Basin
1 2
3
5 6
8
4
10
11 12
7
9
990
96
0
940
930
9
70
95
0
950
950
980
950
95
0
9
6
0
9
3
0
96
0
970
930
940
930
9
6
0
960
960
950
9
40
940
9
6
0
95
0
950
Campbell Lake
BMP 03
ADRN: 133 ac
Campbell Lake
ADRN: 268 ac
BMP 13
ADRN: 148 ac
BMP 06
ADRN: 84 ac
BMP 14
ADRN: 56 ac
BMP 09
ADRN: 108 ac
BMP 18
ADRN: 57 ac
BMP 16
ADRN: 63 ac
BMP 14
Forebay
BMP 09
Forebay
BMP 14
APRO: 2.4 ac
VREQ: 2.4 ac-ft
BMP 09APRO: 4.5 acVREQ: 4.5 ac-ft
Prior Lake/Spring Lake WD
Scott WMO
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FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B5 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Public Waterbodies
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
Minor Collector
BMPs
Proposed Forebay
Proposed Filtration Basin
1 2
3
5 6
8
4
10
11 12
7
9
960
940
95 0
9
2
0
950
930
9
5
0
9 4 0
93
0
9
40
930
960
9
5
0
9
60
940
930
9 1 0
920
930
940
950
M A RSCHALLRD(CoRd17)
MA
R
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C
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A
L
L
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D
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(
C
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1
7
)
Campbell Lake
Spring Lake
BMP 11
ADRN: 27 ac
Campbell Lake
ADRN: 268 ac
BMP 07
ADRN: 62 ac
BMP 10
ADRN: 17 ac
BMP 14
ADRN: 56 ac
BMP 15
ADRN: 6 ac
BMP 16
ADRN: 63 ac
BMP 12
ADRN: 11 ac
BMP 19
ADRN: 23 ac
BMP 31
ADRN: 16 ac
BMP 07Forebay
BMP 31Forebay
BMP 15
- Existing
BMP 12
- ExistingBMP 11- Existing
BMP 10 -
Existing
BMP 07
APRO: 2.8 ac
VREQ: 2.8 ac-ft
BMP 31APRO: 0.8 acVREQ: 0.4 ac-ft
Pr
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0 400
FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B6 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Public Waterbodies
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
BMPs
Assumed Existing BMP
Proposed Forebay
Proposed Filtration Basin
Proposed Infiltration Basin
1 2
3
5 6
8
4
10
11 12
7
9
950
9 2 0
960
940
9
3
0
95
0
9
3
0
9
4
0
950
950
950
9 4 0
950
910
940
940
920
91
0
92
0
940
930
MARS
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1
7
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Spring Lake
BMP 11
ADRN: 27 ac
BMP 10
ADRN: 17 ac
BMP 14
ADRN: 56 ac
BMP 09
ADRN: 108 ac
BMP 15
ADRN: 6 ac
BMP 18
ADRN: 57 ac
BMP 16
ADRN: 63 ac
BMP 21
ADRN: 87 ac
BMP 19
ADRN: 23 ac
BMP 19
Forebay
BMP 16
Forebay
BMP 14
Forebay
BMP 09Forebay
BMP 15 -
Existing
BMP 11 -
Existing
BMP 19APRO: 1.1 acVREQ: 1.1 ac-ft
BMP 16
APRO: 2.7 ac
VREQ: 2.7 ac-ft
BMP 14
APRO: 2.4 ac
VREQ: 2.4 ac-ft
BMP 18APRO: 3.8 acVREQ: 2.1 ac-ft
BMP 09APRO: 4.5 ac
VREQ: 4.5 ac-ft
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FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B7 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Public Waterbodies
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
Minor Collector
BMPs
Assumed Existing BMP
Proposed Forebay
Proposed Filtration Basin
Proposed Infiltration Basin
1 2
3
5 6
8
4
10
11 12
7
9
960
950
930
91
0
91
0
930
940
93
0940
950
9
6
0
940
940
910
950
940
96 0
93
0
930
950
940
95
0
920
MA
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1
7
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Spring
Lake
BMP 14
ADRN: 56 ac
BMP 09
ADRN: 108 ac
BMP 18
ADRN: 57 ac
BMP 16
ADRN: 63 ac
BMP 21
ADRN: 87 ac
BMP 20
ADRN: 88 ac
BMP 18Forebay
BMP 20Forebay BMP 21Forebay
BMP 18APRO: 3.8 acVREQ: 2.1 ac-ft
BMP 20APRO: 7.6 acVREQ: 7.6 ac-ft
BMP 21
APRO: 6.9 ac
VREQ: 6.9 ac-ft
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FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B8 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Public Waterbodies
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
Minor Collector
BMPs
Proposed Forebay
Proposed Filtration Basin
Proposed Infiltration Basin
1 2
3
5 6
8
4
10
11 12
7
9
BMP 21 - PLSLWD IESF in area.
Coordinate with watershed district.
Two areas drawn for BMP 21. The
proposed area and required volume
account for both areas shown.
9
5
0
94
0
9
6
0
95
0
9
6
0
960
940
95
0
950
940
94
0
BMP 17
ADRN: 274 ac
BMP 24
ADRN: 22 ac
BMP 17Forebay BMP 34
- Existing
BMP 35
- Existing
BMP 17
APRO: 18.7 ac
VREQ: 18.7 ac-ft
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FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B9 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
Minor Collector
BMPs
Assumed Existing BMP
Proposed Forebay
Proposed Filtration Basin
1 2
3
5 6
8
4
10
11 12
7
9
950
960
9
7
0
970
970 960
970
960
95
0
9 6 0
970
94
0
960
96
0
950
COUNTRY TRL W (Hwy 282)
CO UNT R Y T R L E (H w y 2 8 2 )
BMP 29ADRN: 39 ac
BMP 27
ADRN: 185 ac
BMP 17
ADRN: 274 ac
BMP 26
ADRN: 18 ac
BMP 29
Forebay
BMP 29
APRO: 3.4 ac
VREQ: 1.8 ac-ft
Prior Lake/Spring Lake WD
Scott WMO
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FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B10 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Wetlands
Waterbodies
BMPs
Proposed Forebay
Proposed Infiltration Basin
1 2
3
5 6
8
4
10
11 12
7
9
950
9 50
9
5
0
960
97
0
96
0
930
9
4
0
940
940
930
970
920
940
960
940
9
6
0
950
93
0
950
9 4 0
9
4
0
94
0
95
0
950
96
0
9 4 0
940
LANGFORDAV(Hwy13)
LANGFORD BLVD (Hwy 282)
COUN
T
R
Y
T
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L
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(
H
w
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2
8
2
)
MA
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(
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1
7
)
BMP 29
ADRN: 39 ac
BMP 27
ADRN: 185 ac
BMP 17
ADRN: 274 ac
BMP 24
ADRN: 22 ac
BMP 26
ADRN: 18 ac
BMP 25
ADRN: 4 ac
BMP 22
ADRN: 14 ac
BMP 21ADRN: 87 acBMP 20
ADRN: 88 ac
BMP 30
ADRN: 50 ac
BMP 17Forebay
BMP 27
Forebay BMP 30
Forebay
BMP 20Forebay BMP 21 Forebay
BMP 22
- Existing
BMP 25 -
Existing
BMP 26 -
Existing
BMP 24
- Existing
BMP 32
- Existing
BMP 33 -
ExistingBMP 34- Existing
BMP 35 -
Existing
BMP 36 -Existing
BMP 17APRO: 18.7 acVREQ: 18.7 ac-ft
BMP 27
APRO: 13.3 ac
VREQ: 13.3 ac-ft
BMP 30
APRO: 3.6 ac
VREQ: 3.6 ac-ft
BMP 20
APRO: 7.6 acVREQ: 7.6 ac-ft
BMP 21
APRO: 6.9 ac
VREQ: 6.9 ac-ft
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FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B11 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
BMPs
Assumed Existing BMP
Proposed Forebay
Proposed Filtration Basin
1 2
3
5 6
8
4
10
11 12
7
9
BMP 27 - PLSLWD wetland
restoration concept in area.
Coordinate with watershed district.
940
9
40
9
4
0
930
940
9
5
0
940
920
9 2 0
950
9 5 0
9 3 0
920
9 3 0
930
920
93
0
950
930
940
LANGFORD BLVD (Hwy 13)
BMP 23
ADRN: 154 ac
BMP 28
ADRN: 74 ac
BMP 21
ADRN: 87 ac
BMP 30
ADRN: 50 ac
BMP 28Forebay
BMP 23
Forebay
BMP 28APRO: 4.5 acVREQ: 4.5 ac-ft
BMP 23APRO: 6.9 acVREQ: 6.9 ac-ft
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FeetAnnexation Area AUAR - Scenario 2
City of Prior Lake, MN
Page B12 - General BMP Locations & Sizes
Drainage Pattern
AUAR Boundary
Subwatersheds
Wetlands
Waterbodies
OAA Area Proposed Road System
Major Collector
Minor Collector
BMPs
Proposed Forebay
Proposed Filtration Basin
1 2
3
5 6
8
4
10
11 12
7
9
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Appendix
Appendix C
BMP Size Calculations
Appendix C BMP Size Calculations
BMP Name Drainage
Area (ac)Watershed BMP Type
Impervious
Area (ac)WQV (af)
Total SM
Footprint
(ac)
Forebay
Size (sf)
Impervious
Area (ac)WQV (af)
Total SM
Footprint
(ac)
Forebay
Size (sf)
BMP_01 171 Scott WMO Infiltration 39 3.2 6.0 1,032 39 3.2 6.0 1,032
BMP_02 47 Scott WMO Filtration 17 2.1 2.1 444 19 2.5 2.5 520
BMP_03 133 Scott WMO Filtration 35 4.4 4.4 921 35 4.4 4.4 921
BMP_04 119 Scott WMO Filtration 39 5.0 5.0 1,033 39 5.0 5.0 1,033
BMP_05 146 Scott WMO Infiltration 42 3.5 6.6 1,133 60 5.0 9.3 1,596
BMP_06 84 Scott WMO Filtration 27 3.4 3.4 717 27 3.4 3.4 717
BMP_07 62 PLSLWD Filtration 22 2.8 2.8 588 22 2.8 2.8 588
BMP_08 45 Scott WMO Filtration 13 1.7 1.7 353 13 1.7 1.7 353
BMP_09 108 PLSLWD Filtration 33 4.2 4.2 879 35 4.5 4.5 947
BMP_13 148 Scott WMO Filtration 53 6.8 6.8 1,415 66 8.5 8.5 1,772
BMP_14 56 PLSLWD Filtration 19 2.4 2.4 494 19 2.4 2.4 494
BMP_16 63 PLSLWD Filtration 24 3.1 3.1 648 21 2.7 2.7 572
BMP_17 274 Scott WMO Filtration 143 18.3 18.3 3,816 146 18.7 18.7 3,903
BMP_18 57 PLSLWD Infiltration 21 1.7 3.2 550 25 2.1 3.8 657
BMP_19 23 PLSLWD Filtration 8 1.1 1.1 219 8 1.1 1.1 219
BMP_20 88 PLSLWD Filtration 55 7.0 7.0 1,466 60 7.6 7.6 1,591
BMP_21 87 PLSLWD Filtration 47 6.0 6.0 1,258 53 6.9 6.9 1,427
BMP_23 154 PLSLWD Filtration 54 6.9 6.9 1,430 54 6.9 6.9 1,446
BMP_27 185 PLSLWD Filtration 97 12.4 12.4 2,591 103 13.3 13.3 2,760
BMP_28 74 PLSLWD Filtration 23 3.0 3.0 624 35 4.5 4.5 939
BMP_29 39 PLSLWD Infiltration 22 1.8 3.4 574 22 1.8 3.4 574
BMP_30 50 PLSLWD Filtration 26 3.4 3.4 701 28 3.6 3.6 751
BMP_31 16 Scott WMO Infiltration 5 0.4 0.8 132 5 0.4 0.8 132
Total SM Footprint = Total Stormwater Management Footprint
AUAR Scenario 1 AUAR Scenario 2
PLSLWD = Prior Lake-Spring Lake Watershed District
Scott WMO = Scott County Watershed Management Organization
WQV = Water Quality Volume (for filtration BMPs, this accounts for a volume conversion factor of 0.65)
WSB Project No. 028727-000
Stormwater Master Plan Annexation Area AUAR City of Prior Lake, MN WSB Project No. 028727-000 Appendix
Appendix D
Campbell Lake Watershed BMP Study
HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
Campbell Lake Watershed BMP Study - 04/07/2023
City of Prior Lake
2550 University Avenue West
Suite 400N
St. Paul, MN 55114
2
Campbell Lake Watershed BMP Study
Prepared by:
Bridget Osborn, Project Manager
HR Green
Tyler Maxson, PE
HR Green
Derek Lindquist, EIT
HR Green
City of Prior Lake Contact:
Pete Young, Water Resources Engineer
● ● ●
HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
Table of Contents
I. INTRODUCTION…………………………………………………………………………………………………………………………….. 1
II. EXISTING CONDITIONS………………………………………………………..……………………………………………………….. 1
o SUBWATERSHEDS & DRAINAGE PATTERNS…..……………………………………………………………………… 1
o LAND USE & SOIL TYPES………………………………………………………………………..…………………………….. 3
o WETLANDS…………………..………………………………………………………………………………………….………….. 3
o EXISTING CONDITIONS MODELING….………………………………………………………………………………….. 3
III. PROPOSED CONDITIONS..………………………………………………….………………………………………………………… 5
A. PROPOSED CONDITIONS MODELING……………………….………………………………………………………….. 5
B. BMPS…………………………………………………………………………………………………………………………………… 5
o BMP SYSTEM A…..……………………………..………………………………………………………………………….. 5
o BMP SYSTEM B…..……………………………..………………………………………………………………………….. 7
IV. VALUATION……………………………………….…………………………………………………………………………………….…. 9
V. FUNDING OPTIONS.....….………………………………………………………………………………….………………………….. 10
VI. SUMMARY AND RECOMMENDATIONS….…….………………………………………………………………………….…. 10
VII. APPENDIX…..……………………………………………………………………………………………………………………………… 12
List of Figures
FIGURE 1. EXISTING SUBWATERSHEDS AND WATERBODIES………………………………………………….………… 2
FIGURE 2. BMP SYSTEM LAYOUT…………………………………………………………………………………………….………. 6
List of Tables
TABLE 1. FUTURE WATERSHED POLLUTANT RUNOFF………………………………………..……………………………… 4
TABLE 2. EXISTING DEVICE FUTURE POLLUTANT RETENTION…………………………..……………………………….. 4
TABLE 3. BMP SYSTEM A WATER QUALITY PERFORMANCE…..……………………………………………….…………. 7
TABLE 4. BMP SYSTEM A RATE CONTROL PERFORMANCE …………………………………………………..….……….. 7
TABLE 5. BMP SYSTEM B WATER QUALITY PERFORMANCE ……….…………………………………………………….. 8
TABLE 6. DEVICE POLLUTANT LOADING AND RETENTION WITH PROPOSED BMPS………………….……….. 8
TABLE 7. PEAK DISCHARGE RATE FROM CAMPBELL LAKE………………………..………………………….….……….. 8
TABLE 8. BMP SYSTEM PRESENT DAY VALUE AND COST-BENEFIT VALUE…………………………….….……….. 9
Appendix
EXHIBIT 1. EXISTING LAND USE.………………..….…………………………………………………………………………………..
EXHIBIT 2. NRCS SOIL TYPES…..……………..………………………………………………………………………………….………
EXHIBIT 3. CAMPBELL LAKE WATERSHED WETLANDS…….…………………………………….…………………………..
EXHIBIT 4. ASSUMED FUTURE LAND USE…….……………………………………………………………………………………
EXHIBIT 5. OPINION OF PROBABLE COST..……………………………………………………………………………….……….
EXHIBIT 6. PRESENT DAY VALUE..…………………………………………………………………………………………….……….
HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
1
I. Introduction
The Campbell Lake Watershed BMP Study covers the 928-acre area that drains to Campbell Lake in Prior
Lake, MN (City). Campbell Lake lies in the southwest corner of the City. Figure 1, shown below, displays
the extents of the watershed. The watershed lies entirely within the Scott County Watershed
Management Organization’s (SWMO) boundaries.
The City of Prior Lake commissioned an analysis of the Campbell Lake Watershed to investigate
opportunities to incorporate regional stormwater best management practices (BMPs) in anticipation of
future development. The goal of the City and SWMO is to protect Campbell Lake and other downstream
water resources from any negative impacts imposed by runoff from future development. The City is
looking for concept-level recommendations of BMPs that could be incorporated into future
development plans as well as a way to maintain performance through leveraged support. The BMPs
need to meet City regulations which include the restriction of stormwater volume, total suspended
solids (TSS), and total phosphorous (TP) to pre-project levels on an annual basis. However, where
infiltration is restricted due to cohesive soils or high groundwater, infiltration is not allowed. The City
also requires no increase in runoff rates in the 2-, 10-, and 100-year 24-hour storms and a 60% reduction
in TP and 90% reduction in TSS from the proposed developed area.
In pursuit of these goals, the City’s XPSWMM model was refined with data collected on-site, and a P8
model was developed. These models helped determine where a potential regional BMP would be most
effective. Several iterations of BMP alternatives and locations were discussed with the City to help
determine priorities. The City and SWMO stated a desire to avoid impacting wetlands with any BMP and
to maintain existing flow rates out of Campbell Lake in the post-development condition. Once an
alternative was identified it was then reviewed for cost-benefit value. HR Green also provided funding
options for the City to consider.
II. Existing Conditions
Subwatersheds & Drainage Patterns
Available City stormwater databases in Geographic Information Systems (GIS) were used where
available along with a digital elevation model to delineate subwatersheds all commonly draining to an
outfall. The resulting delineations help account for watershed loading and future treatment. A total of
20 subwatersheds were identified within the larger Campbell Lake watershed. Generally, subwatersheds
east of Marschall Road drain into Howard Lake before discharging west and south into Campbell Lake.
Subwatersheds 5-7 all drain to ponds within their own boundaries before discharging west into
Campbell Lake. The subwatersheds west of Marschall Road drain either directly to Campbell Lake or into
the chain of wetlands which flows south into Campbell Lake. See Figure 1 for Existing Subwatersheds
and Waterbodies.
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Figure 1
Campbell Lake Subwatersheds
Flow Arrow
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HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
3
A review of existing conditions was performed during the site visit to measure the size and location of
existing culverts. Specific site limitations on the construction feasibility were also noted to inform
limitations on sizing in modeling efforts.
Land Use & Soil Types
Land use classifications were developed from visual inspection and aerial imaging and converted to
WinSLAMM codes because of their universal standard parameters. These parameters help determine
pollutant loading values produced by each subwatershed. NRCS soils information obtained from the
NRCS Web Soil Survey were used for classification of hydrologic soil groups. The survey shows primarily
hydrologic soil group C soils throughout the Campbell Lake watershed with some C/D soils, indicating
poor infiltration capacity. In the Appendix, see Exhibit 1 for Existing Land Uses and Exhibit 2 for Soil
Types.
Flow paths were determined from contours and time of concentrations were calculated for each
subwatershed.
Wetlands
The National Wetlands Inventory helped preliminarily determine the extent of wetlands in the project
area. Wetlands surround much of Howard Lake and Campbell Lake and comprise most of the
drainageway between the two. It was important to the City and SWMO that any potential BMP avoid
disturbing existing wetlands. Due to the large number of wetlands in the area, it’s assumed this area has
elevated groundwater. See the Appendix’s Exhibit 3 for Wetlands in the Campbell Lake Watershed.
Existing Conditions Modeling
The City provided their existing conditions XPSWMM model, which was altered to reflect the pre-
development land use classification analysis, survey soil types, and calculated time of concentrations.
As-built surveys of existing BMPs, where available, were referenced to determine existing storage
volumes. Field observations provided clarity on culvert and pond overflow locations.
Storm events analyzed include the Atlas 14 2-, 10-, and 100-year, 24-hour events as provided in the City
of Prior Lake Public Works Design Manual. The rainfall depths were 2.84, 4.22, and 7.39 inches,
respectively. The MSE III distribution was used to determine existing conditions for compliance with City
rate control requirements.
Two existing condition P8 models were produced. The first modeled the watershed’s future land uses to
help determine the pollutant loading from each subwatershed to inform regional BMP siting. For this
model, no stormwater treatment was included beyond the existing BMPs and natural waterbodies. The
second P8 model was a pre-development model to help determine existing loading values. This model
focused on the subwatersheds that would be treated by proposed regional BMPs. P8 uses settling time
and filtration efficiencies to estimate load reductions of BMPs. In all cases, default settings for sediment-
pollutant associations, particle settling times and particle filtration efficiencies were retained.
See Table 1 for subwatershed pollutant loading in the future condition. See Table 2 for future pollutant
retention by all existing devices.
HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
4
Table 1. Future Watershed Pollutant Runoff
Watershed Area
[ac.] Device
Annual TSS Loading [lbs.] Annual TP Loading [lbs.]
Downstream
Device
Influent
Effluent
Influent
Effluent Watershed Upstream
Device Watershed Upstream
Device
11 58.8 11 Pond 4,276 -- 8 14.8 -- 1.7 10 Pond
10 68.4 10 Pond 5,992 8 388 21.0 1.7 10.2 Howard Lake
9 39.7 9 Pond 4,939 -- 264 16.8 -- 6.4 Howard Lake
12 - 20 32.0 12 Basin 2,862 -- 86 10.1 -- 2.5 Howard Lake
8 258.2 Howard
Lake 10,724 707 37 38.2 18.1 12.8 4 Swale
6 5.8 6 Basin 655 -- 24 2.3 -- 0.8 5 Pond
5 45.3 5 Pond 3,208 24 1,700 11.5 0.8 10.9 Campbell Lake
7 15.1 7 Pond 1,404 -- 8 4.8 -- 1.0 4 Pond
4 122.6 4 Swale 11,980 37 1,539 41.7 12.8 32.5 4 Pond
3 23.81 4 Pond 2,438 1,546 769 8.5 33.6 33.2 Campbell Lake
1, 2 258.3 Campbell
Lake 13,996 2,469 101 49.8 44.1 32.0 Out
Table 2. Existing Device Future Pollutant Retention
Device
Annual TSS
Retained
[lbs.]
TSS %
Removal
Annual TP
Retained
[lbs.]
TP %
Removal
11 Pond 4,268 99.8 13.1 88.5
10 Pond 5,612 93.5 12.5 55.1
9 Pond 4,675 94.7 10.4 61.9
12 Basin 2,776 97.0 7.6 75.2
Howard Lake 11,393 99.7 43.5 77.3
6 Basin 631 96.3 1.5 65.2
5 Pond 1,532 47.4 1.4 11.4
7 Pond 1,396 99.4 3.8 79.2
4 Swale 10,478 87.2 22.0 40.4
4 Pond 3,215 80.7 8.9 21.1
Campbell Lake 16,364 99.4 61.90 65.9
These results show several sources of pollutant runoff into Campbell Lake and Howard Lake. The largest
source for each lake is its direct watershed. Due to the largely separated and intermittent nature of
these watersheds amongst existing water bodies, dispersed BMPs would need to be installed as
development occurs to address loading east of Marschall Rd. A 25-acre portion of the Campbell Lake
direct watershed was identified as a potential candidate for re-routing to a regional BMP.
Subwatershed 5 appears to be a significant source of pollutant runoff into Campbell Lake. Since this
subwatershed is already developed, there is little opportunity to construct a BMP. If feasible, a BMP
could be added just east of Marschall Rd. during a future road improvement project to address this
watershed.
HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
5
III. Proposed Conditions
Proposed Conditions Modeling
The proposed conditions XPSWMM model was developed using the assumed future land use in the full
build-out condition. See Exhibit 4 in the Appendix for Assumed Future Land Use. A future P8 model was
also developed to model the efficiency of proposed BMPs.
Potential BMPs were identified and discussed with the City to ensure they aligned with the City’s
priorities. These BMPs were modeled to meet City stormwater requirements for development.
BMPs
Due to soils with low infiltration capacity and assumed high groundwater, infiltration is not a practical
option in the watershed. For this analysis, filtration BMPs were used. If further site investigation finds
soils with a higher infiltration capacity and deep groundwater, designs would warrant a conversion to
infiltration BMPs.
BMP System A
As previously discussed, a significant portion of the pollutants running into Campbell Lake are generated
by its direct watershed. Several smaller BMPs would be needed to treat the entire watershed at various
locations. HR Green identified an area north of Campbell Lake that could receive enough runoff to deem
a regional BMP practical. In order to route as much water as possible through the regional BMP, a 25-
acre section north of the lake (Subwatershed 2) could be re-routed to Subwatershed 3 during
development.
The size of the rerouted area was maximized so that the theoretical maximum pollutant removal from
an iron-enhanced sand filter didn’t exceed the existing TP runoff (calculated to be 2.6 pounds/year).
Elevations also played a role in the shape and size of the re-routed Subwatershed—low-lying ground to
the west of Subwatershed 2 is not high enough for piped stormwater to enter 4 Pond at the existing
water level.
In the proposed condition, Subwatersheds 2 and 3 would be routed first to a pre-treatment device, and
then to a 3.5-acre wet pond, sized to restrict peak discharge in the 100-year, 24-hour storm event to
pre-development conditions. This wet pond should be constructed with a 0.7-acre iron-enhanced sand
filtration (IESF) shelf. This shelf would be large enough to filter the water quality volume. Alternatively,
the IESF component could be separated as an offline basin, though berming between the basins would
increase the BMP footprint. The basin would drain directly into 4 Pond.
See Figure 2 for BMP System Layout.
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BMP System Layout
Flow Arrow
Iron-Enhanced
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4 Swale
Existing land bridge
HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
7
In the existing condition, annual pollutant runoff from Subwatershed 3 into 4 Pond is 404 lbs. TSS and
2.6 lbs. TP. See Table 3 for BMP System A water quality performance and Table 4 for rate control
performance. Note the percent reduction in parentheses in red.
Table 3. BMP System A Water Quality Performance
Annual TSS Loading [lbs.] Annual TP Loading [lbs.]
Influent Retention Effluent Influent Retention Effluent
Existing 404 - 404 2.6 - 2.6
Proposed 5,019 4,983 (99.3%) 36 17.5 14.9 (85.1%) 2.6
Table 4. BMP System A Rate Control Performance
Storm
Frequency
Peak Discharge Rate [CFS]
Existing Proposed
2-year 36.32 8.00
10-year 69.58 30.38
100-year 150.00 103.20
As the effluent pollutant loading from BMP System A does not exceed the existing loading from
Subwatershed 3 alone, and the pollutant removal efficiencies exceed 60% TP and 90% TSS, the BMP
meets City water quality standards. The proposed BMP does not exceed pre-development discharge
rates in the 2-, 10-, or 100-year, 24-hour storms and therefore also meets City rate control
requirements.
BMP System B
The large volume of stormwater and pollutants coming through 4 Swale, both from Howard Lake and
from Subwatershed 4, make an offline basin alongside the swale a good BMP candidate. The existing
swale is comprised of a series of wetlands draining generally south from the Howard Lake outflow under
Marschall Road to the existing 4 pond. As modeled, the swale effectively reduces TSS (87.2% removal)
but is less effective at TP removal (40.4% removal). The addition of a 0.5-acre offline IESF basin to the
existing treatment train will help to reduce the phosphorous loading into Campbell Lake. Because this
basin would be receiving runoff from natural waterbodies and not directly from a developed watershed,
measuring performance relative to City stormwater regulations is challenging.
Since there are no regulations to meet, this BMP could grow or shrink as budget allows. However, this
BMP is bound by System A to the west and by wetlands on all other sides, so design and construction
sequencing with System A is essential. If it is decided that BMP System B will not be constructed, BMP
System A could shift east into the BMP System B footprint in order to leave more open space for
development.
See Figure 2 for BMP System Layout. See Table 5 for BMP System B water quality performance. Note the
% of TSS retained noted in blue.
HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
8
Table 5. BMP System B Water Quality Performance
Annual TSS Loading [lbs.] Annual TP Loading [lbs.]
Influent Retention (%) Effluent Influent Retention (%) Effluent
1,539 476 (30.9%) 1,063 32.5 10.1 (31.1%) 22.4
Due to the offline nature of BMP System B, the basin will provide little to no rate control.
The proposed BMPs have several advantages beyond cost-benefit. Their location is nearby Marschall
Road, allowing relative ease of maintenance access and nearby BMP System B there is an existing land
bridge over 4 Swale. The location, near to forest and wetlands, could also be an ideal location for trails
to be used by future residents of the watershed.
See Table 6 for Device pollutant loading after proposed BMPs are implemented. Note in parentheses in
red the pollutant weight reduction in 4 Pond and Campbell Lake compared to existing conditions.
Table 6. Device Pollutant Loading and Retention with Proposed BMPs
Device Annual TSS Loading [lbs.] Annual TP Loading [lbs.]
Influent Retention Effluent Influent Retention Effluent
BMP System A 5,019 4,983 36 17.5 14.9 2.6
BMP System B 1,539 476 1,063 32.5 10.1 22.4
4 Pond 1,107 (-2,877) 650 (-2,565) 457 (-312) 26.0 (-16.1) 1,107 (-8.9) 23.4 (-9.8)
Campbell Lake 13,572 (-2,893) 13,489 (-2,875) 83 (-18) 75.1 (-18.8) 46.9 (-15.0) 28.2 (-3.8)
The City and SWMO were concerned about the discharge rate from Campbell Lake in the post-
development condition. See Table 7 for the peak discharge rate from Campbell Lake in the existing and
proposed conditions.
Table 7. Peak Discharge Rate from Campbell Lake
Storm
Frequency
Peak Discharge Rate [CFS]
Existing Proposed
2-year 0.00 0.00
10-year 0.72 2.89
100-year 32.47 28.71
Although the proposed discharge rate in the 10-year storm increases over existing, the increase is
minimal with this concept and can be further mitigated in design. It’s also important to note that the
proposed model assumes that the entire watershed has been developed, but only the recommended
BMPs, covering just a small portion of the watershed have been implemented. When development
occurs, developers will install their own BMP systems which will restrict discharge rates to Campbell
Lake more than this model accounts for.
HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
9
Several alternate BMP options were also considered. Inline systems were evaluated in the location of
the existing 4 Swale. These designs were rejected because the City and SWMO wanted to avoid the
wetlands and because of the difficulty in calculating credit of these systems towards City stormwater
regulations. Large iron-enhanced sand filtration systems were rejected because had these systems been
designed to provide rate control, their media would have been wet for over 48 hours which leads to
filter fouling. The appearance of a wet pond of that size is preferable to an IESF basin. The City ruled out
an IESF bench surrounding a wet pond due to the difficulty of distributed maintenance.
IV. Valuation
Once an alternative was identified, it was then reviewed for cost-benefit value. The cost-benefit value is
defined as the present-day value divided by 30 years of pollutant removal. Present day value was
calculated as the cost to design, build and provide maintenance over a 30-year period. The Water
Environment Federation’s present-day value tool (WEF-PDV) was used to calculate this value. Moderate
levels of maintenance for annual, intermittent, and periodic maintenance activities were assumed for
this evaluation. Annual maintenance included minor inspection and correction activities. Intermittent
maintenance was set to occur every few years including moderate levels of site repair or cleanup.
Periodic maintenance occurred 1 to 2 times over 30 years (e.g., dredging, iron filings replacement).
A present value calculation assumes that the worth of a given amount of money today is more than its
future worth because a rate of return could be earned on money between now and the future. The
WEF-PDV calculates present value of future costs by assigning a “discount factor” to each future year
which is applied to a given cost incurred in that year.
See Table 8 for Present Day Value and Cost-Benefit Value for each BMP. In the Appendix, see Exhibit 5
for Opinion of Probable Cost and Exhibit 6 for Present Day Value Calculations.
Table 8. BMP System Present Day Value and Cost-Benefit Value
BMP
System
Construction
Cost
Present
Day Value $/lb TSS $/lb TP
A $1,514,670 $1,606,506 10.75 3,594
B $309,510 $384,651 26.99 1,269
Note that the opinion of cost does not include the construction of a maintenance access road.
HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
10
V. Funding Options
To support the BMPs’ construction and maintenance costs, there are various possible solutions for
funding. Among those options are:
1. Developer agreement – When a new development is proposed, the City would negotiate with
the developer a one-time fee to construct the BMP that serves the development as well as
ongoing fees to maintain it. In return, the development would not be subject to stormwater
management requirements. The BMP would be constructed just before development. This is the
simplest method of financing, though it would not create a framework or policy that could be
universally applied to future projects across the City.
2. Special assessments – State code allows the financing of infrastructure projects through special
assessments. This method would involve a policy approved by City Council that allows for
assessing benefitting property owners for the costs of stormwater projects. Though the policy
may describe stormwater improvements specifically, it could be kept more general to allow for
special assessments for street or other utility projects. Costs could be assessed to benefitting
properties based on impervious coverage on the lot or a standard multiplier for each land use.
3. Trunk funds – This method would establish a zone for the area benefitting from the BMP and
then charge properties within the zone for construction via trunk funds. To fund maintenance
activities, regular stormwater utility fees in this zone would be increased. Like the special
assessment method, assessed costs could be based on impervious coverage on the lot or a
standard multiplier for each land use. To use this method, the City would have to adopt a policy
that allows the establishment of special zones that can be charged for the construction and
maintenance of infrastructure that benefits them.
Ultimately, the City decided to fund regional BMPs through trunk funds, as this method fit most cleanly
into existing funding mechanisms.
VI. Summary & Recommendations
This analysis considered multiple factors and input from the stakeholders in order to meet the City’s
stated goals of providing regional BMPs to help protect Campbell Lake from pollutants as future
development occurs. After several rounds of discussions and various iterations of BMP strategy, the
BMPs outlined in this report are presented to meet those goals.
An assessment system could be implemented to pay for construction and maintenance costs of the
proposed BMPs, but the City can also pursue grant funding for construction. Possible funding sources
include the MNDNR Outdoor Heritage Fund, the MPCA Clean Water Fund, and the NFWF Five Star and
Urban Waters Restoration Grant.
As Campbell Lake is an important natural resource that will be subject to increased pollutant loading if
no action is taken, we consider the construction and maintenance costs to be reasonable.
HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
11
Scott County plans to reconstruct Marschall Road in the next several years. The current concept
proposes an increase in impervious surface which will likely trigger stormwater rules. The City should
coordinate with the County on the design of the required stormwater BMPs to maximize the benefit to
Campbell Lake. Having a high pollutant runoff, Subwatershed 5 could be a good location for a Marschall
Road BMP to maximize impacts with limited funds.
The BMPs recommended in this report meet the City stormwater regulations for a limited portion of the
Campbell Lake watershed. As other subwatersheds are developed, smaller dispersed BMPs should be
implemented by developers to comply with City stormwater code.
HR Green, Inc. Technical Report
Project No. Campbell Lake Watershed BMP Study
210114 City of Prior Lake
VII. Appendix
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Final AUAR Appendix
APPENDIX F
AGENCY COORDINATION
Prior Lake AUAR
MCE-2025-00518
Page 1 of 4
Minnesota Department of Natural Resources
Division of Ecological & Water Resources
500 Lafayette Road, Box 25
St. Paul, MN 55155-4025
August 20, 2025
Lauren Zion
WSB
RE: Natural Heritage Review of the proposed Prior Lake AUAR,
T114N R22W Sections 4-8, 17-18, T115N R22W Section 32; Scott County
Dear Lauren Zion,
For all correspondence regarding the Natural Heritage Review of this project please include the project ID MCE-
2025-00518 in the email subject line.
As requested, the Minnesota Natural Heritage Information System has been reviewed to determine if the
proposed project has the potential to impact any rare species or other significant natural features. Based on the
project details provided with the request, the following rare features may be impacted by the proposed project:
Ecologically Significant Areas
• The Minnesota Biological Survey (MBS) considered Howard Lake and its surrounding wetlands for a Site
of Biodiversity Significance. They were determined to be Below the minimum biodiversity threshold for
statewide significance. This area, however, may have conservation value at the local level as habitat for
native plants and animals, corridors for animal movements, buffers surrounding higher quality natural
areas, or as areas with high potential for restoration of native habitat. As such, indirect impacts from
surface runoff or the spread of invasive species should be considered during project design and
implementation.
MBS Sites of Biodiversity Significance and DNR Native Plant Communities can be viewed using the
Explore page in Minnesota Conservation Explorer (MCE) or their GIS shapefiles can be downloaded from
the MN Geospatial Commons. Reference the MBS Site Biodiversity Significance and Native Plant
Community websites for information on interpreting the data. To receive a list of MBS Sites of
Biodiversity Significance and DNR Native Plant Communities in the vicinity of your project, create a
Conservation Planning Report using the Explore page in MCE.
Prior Lake AUAR
MCE-2025-00518
Page 2 of 4
State-listed Species
• Blanding’s turtles (Emydoidea blandingii), a state-listed threatened species, have been documented in
the vicinity of the proposed project. Blanding’s turtles use upland areas up to and over a mile distant
from wetlands, waterbodies, and watercourses. Uplands are used for nesting, basking, periods of
dormancy, and traveling between wetlands. Factors believed to contribute to the decline of this species
include collisions with vehicles, wetland drainage and degradation, and the development of upland
habitat. Any added mortality can be detrimental to populations of Blanding’s turtles, as these turtles
have a low reproduction rate that depends upon a high survival rate to maintain population levels.
This project has the potential to impact this rare turtle through direct fatalities and habitat
disturbance/destruction due to activities associated with the proposed project. Minnesota’s Endangered
Species Statute (Minnesota Statutes, section 84.0895) and associated Rules (Minnesota Rules, part
6212.1800 to 6212.2300 and 6134) prohibit the take of threatened or endangered species without a
permit. As such, please contact Review.NHIS@state.mn.us to confirm that the following measures will
be implemented during individual development projects:
o Avoid wetland and aquatic impacts during hibernation season, between September 15 and April
15, if the area is suitable for hibernation.
o Limit erosion and sediment control to wildlife friendly erosion control.
o Check bare ground within construction areas for turtles before the use of heavy equipment or
any ground disturbance.
o The Blanding’s turtle flyer must be given to all contractors working in the area.
o Report any sightings using the DNR Plant and Animal Observation Form.
o If turtles are in imminent danger, move them by hand out of harm’s way; otherwise, they are to
be left undisturbed. Directions on how to move turtles safely can be found at Helping Turtles
Across the Road.
If the above measures are not feasible, please contact Review.NHIS@state.mn.us as a project-specific
avoidance plan will likely be needed to demonstrate avoidance.
Additional Blanding’s turtle avoidance measures may include, but are not limited to, the following
recommendations:
o Recommendations from List 1 of the Blanding’s turtle fact sheet. If greater protection for turtles
is desired, implement recommendations from List 2.
o Avoid hydro-mulch products that contain any materials with synthetic (plastic) fiber additives, as
the fibers can re-suspend and flow into waterbodies.
o For specific recommendations pertaining to transportation projects, follow best practices for
Species Protection listed in the Best Practices for Meeting DNR General Public Waters Work
Permit manual.
o If installing riprap, design a turtle-friendly layout to avoid entrapping turtles and to maintain
connectivity between aquatic and upland habitat.
o Permanent riprap should have voids filled with gravel, soil, or other material between large
stones. Reference vegetated riprap in Species Protection from the Best Practices for Meeting
DNR General Public Waters Work Permit manual (Ch. 1, P. 33).
Prior Lake AUAR
MCE-2025-00518
Page 3 of 4
• Trumpeter swans (Cygnus buccinator), a state-listed species of special concern, have been documented
nesting in lakes within the proposed project. During the breeding season, trumpeter swans select small
ponds and lakes with extensive beds of cattails, bulrush, sedges, and/or horsetail. Ideal habitat includes
about 100 m of open water for take-off, stable levels of unpolluted water, emergent vegetation, low
levels of human disturbance, and the presence of muskrat (Ondatra zibethicus) houses and American
beaver (Castor canadensis) lodges for use as nesting platforms. The DNR recommends avoiding
construction activities during the nesting season, late April through early June, near suitable nesting
habitat.
• The Natural Heritage Information System (NHIS) tracks bat roost trees and hibernacula plus some
acoustic data, but this information is not exhaustive. Even if there are no bat records listed nearby, all of
Minnesota’s bats, including the federally endangered northern long-eared bat (Myotis septentrionalis),
can be found throughout Minnesota. During the active season (approximately April-November) bats
roost underneath bark, in cavities, or in crevices of both live and dead trees. Tree removal can negatively
impact bats by destroying roosting habitat, especially during the pup rearing season when females are
forming maternity roosting colonies and the pups cannot yet fly. To minimize these impacts, the DNR
recommends that tree removal be avoided from June 1 through August 15.
• Please visit the DNR Rare Species Guide for more information on the habitat use of these species and
recommended measures to avoid or minimize impacts.
Federally Protected Species
• The area of interest overlaps with a U.S Fish and Wildlife Service (USFWS) Rusty Patched Bumble
Bee High Potential Zone. The rusty patched bumble bee (Bombus affinis) is federally listed as
endangered and is likely to be present in suitable habitat within High Potential Zones. From April
through October this species uses underground nests in upland grasslands, shrublands, and forest
edges, and forages where nectar and pollen are available. From October through April the species
overwinters under tree litter in upland forests and woodlands. The rusty patched bumble bee may be
impacted by a variety of land management activities including, but not limited to, prescribed fire, tree-
removal, haying, grazing, herbicide use, pesticide use, land-clearing, soil disturbance or compaction, or
use of non-native bees. If applicable, the DNR recommends reseeding disturbed soils with native
species of grasses and forbs using BWSR Seed Mixes or MnDOT Seed Mixes.
To ensure compliance with federal law, please conduct a federal regulatory review using the U.S. Fish
and Wildlife Service's online Information for Planning and Consultation (IPaC) tool. Please note that all
projects, regardless of whether there is a federal nexus, are subject to federal take prohibitions. The
IPaC review will determine if prohibited take is likely to occur and, if not, will generate an automated
letter. The USFWS RPBB guidance provides guidance on avoiding impacts to rusty patched bumble bee
and a key for determining if actions are likely to affect the species; the determination key can be found
in the appendix.
Prior Lake AUAR
MCE-2025-00518
Page 4 of 4
Environmental Review and Permitting
• Given the potential presence of state protected species, we encourage submission of Natural Heritage
Review requests to ensure avoidance of take for these species and to determine survey needs as
individual projects are planned.
• Please include a copy of this letter and the MCE-generated Final Project Report in any state or local
license or permit application. Please note that measures to avoid or minimize disturbance to the above
rare features may be included as restrictions or conditions in any required permits or licenses.
The Natural Heritage Information System (NHIS), a collection of databases that contains information about
Minnesota’s rare natural features, is maintained by the Division of Ecological and Water Resources, Department
of Natural Resources. The NHIS is continually updated as new information becomes available and is the most
complete source of data on Minnesota's native plant communities, rare species, and other rare features.
However, the NHIS is not an exhaustive inventory and does not contain the locations of all rare features in the
state. Therefore, ecologically significant features for which we have no records may exist within the project area.
If additional information becomes available regarding rare features in the vicinity of the project, further review
may be necessary.
For environmental review purposes, the results of this Natural Heritage Review are valid for one year; the results
are only valid for the project location and project description provided with the request. If project details
change or the project has not occurred within one year, please resubmit the project for review within one
year of initiating project activities. Resubmit by selecting Clone Project as Draft on the project page in MCE.
The Natural Heritage Review does not constitute project approval by the Department of Natural Resources.
Instead, it identifies issues regarding known occurrences of rare features and potential impacts to these rare
features. Visit Natural Heritage Review for additional information regarding this process, survey guidance, and
other related information. For information on the environmental review process or other natural resource
concerns, please contact your DNR Regional Environmental Assessment Ecologist.
Thank you for consulting us on this matter and for your interest in preserving Minnesota's rare natural
resources.
Sincerely,
James Drake
Natural Heritage Review Specialist
james.f.drake@state.mn.us
Cc: Melissa Collins
11/25/2025 17:02:24 UTC
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Minnesota-Wisconsin Ecological Services Field Office
3815 American Blvd East
Bloomington, MN 55425-1659
Phone: (952) 858-0793
In Reply Refer To:
Project Code: 2026-0020002
Project Name: Prior Lake AUAR
Subject:List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
This response has been generated by the Information, Planning, and Conservation (IPaC) system to provide
information on natural resources that could be affected by your project. The U.S. Fish and Wildlife Service
(Service) provides this response under the authority of the Endangered Species Act of 1973 (16 U.S.C.
1531-1543), the Bald and Golden Eagle Protection Act (16 U.S.C. 668-668d), the Migratory Bird Treaty Act
(16 U.S.C. 703-712), and the Fish and Wildlife Coordination Act (16 U.S.C. 661 et seq.).
Threatened and Endangered Species
The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as
proposed and final designated critical habitat, that may occur within the boundary of your proposed project and
may be affected by your proposed project. The species list fulfills the requirement for obtaining a Technical
Assistance Letter from the U.S. Fish and Wildlife Service under section 7(c) of the Endangered Species Act
(Act) of 1973, as amended (16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of species, changed
habitat conditions, or other factors could change this list. Note that under 50 CFR 402.12(e) of the regulations
implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. The
Service recommends that verification be completed by visiting the IPaC website at regular intervals during
project planning and implementation for updates to species lists and information. An updated list may be
requested through the IPaC system by completing the same process used to receive the enclosed list.
Consultation Technical Assistance
Please refer to refer to our Section 7 website for guidance and technical assistance, including step-by-step
instructions for making effects determinations for each species that might be present and for specific guidance
on the following types of projects: projects in developed areas, HUD, CDBG, EDA, USDA Rural
Development projects, pipelines, buried utilities, telecommunications, and requests for a Conditional Letter of
Map Revision (CLOMR) from FEMA.
Project code: 2026-0020002 11/25/2025 17:02:24 UTC
2 of 18
1.
2.
We recommend running the project (if it qualifies) through our Minnesota-Wisconsin Federal Endangered
Species Determination Key (Minnesota-Wisconsin ("D-key")). A demonstration video showing how-to
access and use the determination key is available. Please note that the Minnesota-Wisconsin D-key is the third
option of 3 available d-keys. D-keys are tools to help Federal agencies and other project proponents determine
if their proposed action has the potential to adversely affect federally listed species and designated critical
habitat. The Minnesota-Wisconsin D-key includes a structured set of questions that assists a project proponent
in determining whether a proposed project qualifies for a certain predetermined consultation outcome for all
federally listed species found in Minnesota and Wisconsin (except for the northern long-eared bat- see below),
which includes determinations of “no effect” or “may affect, not likely to adversely affect." In each case, the
Service has compiled and analyzed the best available information on the species’ biology and the impacts of
certain activities to support these determinations.
If your completed d-key output letter shows a "No Effect" (NE) determination for all listed species, print your
IPaC output letter for your files to document your compliance with the Endangered Species Act.
For Federal projects with a “Not Likely to Adversely Affect” (NLAA) determination, our concurrence becomes
valid if you do not hear otherwise from us after a 30-day review period, as indicated in your letter.
If your d-key output letter indicates additional coordination with the Minnesota-Wisconsin Ecological Services
Field Office is necessary (i.e., you get a “May Affect” determination), you will be provided additional
guidance on contacting the Service to continue ESA coordination outside of the key; ESA compliance cannot
be concluded using the key for “May Affect” determinations unless otherwise indicated in your output letter.
Note: Once you obtain your official species list, you are not required to continue in IPaC with d-keys,
although in most cases these tools should expedite your review. If you choose to make an effects
determination on your own, you may do so. If the project is a Federal Action, you may want to review our
section 7 step-by-step instructions before making your determinations.
Using the IPaC Official Species List to Make No Effect and May Affect Determinations for Listed
Species
If IPaC returns a result of “There are no listed species found within the vicinity of the project,” then
project proponents can conclude the proposed activities will have no effect on any federally listed
species under Service jurisdiction. Concurrence from the Service is not required for no
effect determinations. No further consultation or coordination is required. Attach this letter to the dated
IPaC species list report for your records.
If IPaC returns one or more federally listed, proposed, or candidate species as potentially present in the
action area of the proposed project – other than bats (see below) – then project proponents must
determine if proposed activities will have no effect on or may affect those species. For assistance in
determining if suitable habitat for listed, candidate, or proposed species occurs within your project area
or if species may be affected by project activities, you can obtain Life History Information for Listed
and Candidate Species on our office website. If no impacts will occur to a species on the IPaC species
list (e.g., there is no habitat present in the project area), the appropriate determination is no effect. No
further consultation or coordination is required. Attach this letter to the dated IPaC species list report for
your records.
Project code: 2026-0020002 11/25/2025 17:02:24 UTC
3 of 18
3.
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Should you determine that project activities may affect any federally listed, please contact our office
for further coordination. Letters with requests for consultation or correspondence about your project
should include the Consultation Tracking Number in the header. Electronic submission is preferred.
Northern Long-Eared Bats
Northern long-eared bats occur throughout Minnesota and Wisconsin and the information below may help in
determining if your project may affect these species.
Suitable summer habitat for northern long-eared bats consists of a wide variety of forested/wooded habitats
where they roost, forage, and travel and may also include some adjacent and interspersed non-forested habitats
such as emergent wetlands and adjacent edges of agricultural fields, old fields and pastures. This includes
forests and woodlots containing potential roosts (i.e., live trees and/or snags ≥3 inches dbh for northern long-
eared bat that have exfoliating bark, cracks, crevices, and/or hollows), as well as linear features such as
fencerows, riparian forests, and other wooded corridors. These wooded areas may be dense or loose aggregates
of trees with variable amounts of canopy closure. Individual trees may be considered suitable habitat when
they exhibit the characteristics of a potential roost tree and are located within 1,000 feet (305 meters) of
forested/wooded habitat. Northern long-eared bats have also been observed roosting in human-made structures,
such as buildings, barns, bridges, and bat houses; therefore, these structures should also be considered potential
summer habitat and evaluated for use by bats. If your project will impact caves or mines or will involve
clearing forest or woodland habitat containing suitable roosting habitat, northern long-eared bats could be
affected. For bat activity dates, please review Appendix L in the Range-wide Indiana Bat and Northern Long-
Eared Bat Survey Guidelines.
Examples of unsuitable habitat include:
Individual trees that are greater than 1,000 feet from forested or wooded areas,
Trees found in highly developed urban areas (e.g., street trees, downtown areas),
A pure stand of less than 3-inch dbh trees that are not mixed with larger trees, and
A monoculture stand of shrubby vegetation with no potential roost trees.
If IPaC returns a result that northern long-eared bats are potentially present in the action area of the proposed
project, project proponents can conclude the proposed activities may affect this species IF one or more of the
following activities are proposed:
Clearing or disturbing suitable roosting habitat, as defined above, at any time of year,
Any activity in or near the entrance to a cave or mine,
Mining, deep excavation, or underground work within 0.25 miles of a cave or mine,
Construction of one or more wind turbines, or
Demolition or reconstruction of human-made structures that are known to be used by bats based on
observations of roosting bats, bats emerging at dusk, or guano deposits or stains.
If none of the above activities are proposed, project proponents can conclude the proposed activities will
have no effect on the northern long-eared bat. Concurrence from the Service is not required for No
Effect determinations. No further consultation or coordination is required. Attach this letter to the dated IPaC
Project code: 2026-0020002 11/25/2025 17:02:24 UTC
4 of 18
species list report for your records.
If any of the above activities are proposed, and the northern long-eared bat appears on the user’s species list,
the federal project user will be directed to either the northern long-eared bat and tricolored bat range-wide D-
key or the Federal Highways Administration, Federal Railways Administration, and Federal Transit
Administration Indiana bat/Northern long-eared bat D-key, depending on the type of project and federal
agency involvement. Similar to the Minnesota-Wisconsin D-key, these d-keys helps to determine if prohibited
take might occur and, if not, will generate an automated verification letter. Additional information about
available tools can be found on the Service’s northern long-eared bat website.
Whooping Crane
Whooping crane is designated as a non-essential experimental population in Wisconsin and consultation under
Section 7(a)(2) of the Endangered Species Act is only required if project activities will occur within a National
Wildlife Refuge or National Park. If project activities are proposed on lands outside of a National Wildlife
Refuge or National Park, then you are not required to consult. For additional information on this designation
and consultation requirements, please review “Establishment of a Nonessential Experimental Population of
Whooping Cranes in the Eastern United States.”
Other Trust Resources and Activities
Bald and Golden Eagles - Although the bald eagle has been removed from the endangered species list, this
species and the golden eagle are protected by the Bald and Golden Eagle Act and the Migratory Bird Treaty
Act. It is the responsibility of the project proponent to survey the area for any migratory bird nests. If there is
an eagle nest on-site while work is on-going, eagles may be disturbed. We recommend avoiding and
minimizing disturbance to eagles whenever practicable. If you cannot avoid eagle disturbance, you may seek a
permit. A nest take permit is always required for removal, relocation, or obstruction of an eagle nest. For
communication and wind energy projects, please refer to additional guidelines below.
Migratory Birds - The Migratory Bird Treaty Act (MBTA) prohibits the taking, killing, possession,
transportation, and importation of migratory birds, their eggs, parts, and nests, except when specifically
authorized by the Service. The Service has the responsibility under the MBTA to proactively prevent the
mortality of migratory birds whenever possible and we encourage implementation of recommendations that
minimize potential impacts to migratory birds. Such measures include clearing forested habitat outside the
nesting season (generally March 1 to August 31) or conducting nest surveys prior to clearing to avoid injury to
eggs or nestlings.
Communication Towers - Construction of new communications towers (including radio, television, cellular,
and microwave) creates a potentially significant impact on migratory birds, especially some 350 species of
night-migrating birds. However, the Service has developed voluntary guidelines for minimizing impacts.
Transmission Lines - Migratory birds, especially large species with long wingspans, heavy bodies, and poor
maneuverability can also collide with power lines. In addition, mortality can occur when birds, particularly
hawks, eagles, kites, falcons, and owls, attempt to perch on uninsulated or unguarded power poles. To
minimize these risks, please refer to guidelines developed by the Avian Power Line Interaction Committee and
the Service. Implementation of these measures is especially important along sections of lines adjacent to
wetlands or other areas that support large numbers of raptors and migratory birds.
Project code: 2026-0020002 11/25/2025 17:02:24 UTC
5 of 18
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Wind Energy - To minimize impacts to migratory birds and bats, wind energy projects should follow the
Service’s Wind Energy Guidelines. In addition, please refer to the Service's Eagle Conservation Plan Guidance,
which provides guidance for conserving bald and golden eagles in the course of siting, constructing, and
operating wind energy facilities.
State Department of Natural Resources Coordination
While it is not required for your Federal section 7 consultation, please note that additional state endangered or
threatened species may also have the potential to be impacted. Please contact the Minnesota or Wisconsin
Department of Natural Resources for information on state listed species that may be present in your
proposed project area.
Minnesota
Minnesota Department of Natural Resources - Endangered Resources Review Homepage
Email: Review.NHIS@state.mn.us
Wisconsin
Wisconsin Department of Natural Resources - Endangered Resources Review Homepage
Email: DNRERReview@wi.gov
We appreciate your concern for threatened and endangered species. Please feel free to contact our office with
questions or for additional information.
Attachment(s):
Official Species List
USFWS National Wildlife Refuges and Fish Hatcheries
Bald & Golden Eagles
Migratory Birds
Wetlands
OFFICIAL SPECIES LIST
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Minnesota-Wisconsin Ecological Services Field Office
3815 American Blvd East
Bloomington, MN 55425-1659
(952) 858-0793
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PROJECT SUMMARY
Project Code:2026-0020002
Project Name:Prior Lake AUAR
Project Type:Commercial Development
Project Description:Proposed development to occur within this area includes industrial,
residential, retail/general business, and business park.
Project Location:
The approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/@44.6994944,-93.5046979918423,14z
Counties:Scott County, Minnesota
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1.
ENDANGERED SPECIES ACT SPECIES
There is a total of 6 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
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MAMMALS
NAME STATUS
Northern Long-eared Bat Myotis septentrionalis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9045
Endangered
Tricolored Bat Perimyotis subflavus
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/10515
Proposed
Endangered
BIRDS
NAME STATUS
Whooping Crane Grus americana
Population: U.S.A. (AL, AR, CO, FL, GA, ID, IL, IN, IA, KY, LA, MI, MN, MS, MO, NC,
NM, OH, SC, TN, UT, VA, WI, WV, western half of WY)
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/758
Experimental
Population,
Non-
Essential
INSECTS
NAME STATUS
Monarch Butterfly Danaus plexippus
There is proposed critical habitat for this species. Your location does not overlap the critical
habitat.
Species profile: https://ecos.fws.gov/ecp/species/9743
Proposed
Threatened
Rusty Patched Bumble Bee Bombus affinis
There is proposed critical habitat for this species. Your location overlaps the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/9383
General project design guidelines:
https://ipac.ecosphere.fws.gov/project/GQXKF6ZLE5A4DLTH6ULLXMLK3Q/
documents/generated/9225.pdf
Endangered
Western Regal Fritillary Argynnis idalia occidentalis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/12017
Proposed
Threatened
CRITICAL HABITATS
There is 1 critical habitat wholly or partially within your project area under this office's
jurisdiction.
NAME STATUS
Rusty Patched Bumble Bee Bombus affinis
https://ecos.fws.gov/ecp/species/9383#crithab
Proposed
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1.
2.
3.
USFWS NATIONAL WILDLIFE REFUGE LANDS
AND FISH HATCHERIES
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a
'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
THERE ARE NO REFUGE LANDS OR FISH HATCHERIES WITHIN YOUR PROJECT AREA.
BALD & GOLDEN EAGLES
Bald and Golden Eagles are protected under the Bald and Golden Eagle Protection Act and the
Migratory Bird Treaty Act (MBTA) . Any person or organization who plans or conducts
activities that may result in impacts to Bald or Golden Eagles, or their habitats, should follow
appropriate regulations and consider implementing appropriate avoidance and minimization
measures, as described in the various links on this page.
The Bald and Golden Eagle Protection Act of 1940.
The Migratory Birds Treaty Act of 1918.
50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
There are Bald Eagles and/or Golden Eagles in your project area.
Measures for Proactively Minimizing Eagle Impacts
For information on how to best avoid and minimize disturbance to nesting bald eagles, please
review the National Bald Eagle Management Guidelines. You may employ the timing and
activity-specific distance recommendations in this document when designing your project/
activity to avoid and minimize eagle impacts. For bald eagle information specific to Alaska,
please refer to Bald Eagle Nesting and Sensitivity to Human Activity.
The FWS does not currently have guidelines for avoiding and minimizing disturbance to nesting
Golden Eagles. For site-specific recommendations regarding nesting Golden Eagles, please
consult with the appropriate Regional Migratory Bird Office or Ecological Services Field Office.
If disturbance or take of eagles cannot be avoided, an incidental take permit may be available to
authorize any take that results from, but is not the purpose of, an otherwise lawful activity. For
assistance making this determination for Bald Eagles, visit the Do I Need A Permit Tool. For
assistance making this determination for golden eagles, please consult with the appropriate
Regional Migratory Bird Office or Ecological Services Field Office.
Ensure Your Eagle List is Accurate and Complete
If your project area is in a poorly surveyed area in IPaC, your list may not be complete and you
may need to rely on other resources to determine what species may be present (e.g. your local
FWS field office, state surveys, your own surveys). Please review the Supplemental Information
2
1
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no data survey effort breeding season probability of presence
on Migratory Birds and Eagles, to help you properly interpret the report for your specified
location, including determining if there is sufficient data to ensure your list is accurate.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to bald or golden eagles on your list, see the "Probability of Presence
Summary" below to see when these bald or golden eagles are most likely to be present and
breeding in your project area.
NAME BREEDING SEASON
Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention
because of the Eagle Act or for potential susceptibilities in offshore areas from certain
types of development or activities.
https://ecos.fws.gov/ecp/species/1626
Breeds Dec 1 to
Aug 31
PROBABILITY OF PRESENCE SUMMARY
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental
Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper
Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret
this report.
Probability of Presence ()
Green bars; the bird's relative probability of presence in the 10km grid cell(s) your project
overlaps during that week of the year.
Breeding Season ()
Yellow bars; liberal estimate of the timeframe inside which the bird breeds across its entire
range.
Survey Effort ()
Vertical black lines; the number of surveys performed for that species in the 10km grid cell(s)
your project area overlaps.
No Data ()
A week is marked as having no data if there were no survey events for that week.
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Bald Eagle
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▪
▪
▪
▪
1.
2.
3.
Non-BCC
Vulnerable
Additional information can be found using the following links:
Eagle Management https://www.fws.gov/program/eagle-management
Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/
collections/avoiding-and-minimizing-incidental-take-migratory-birds
Nationwide avoidance and minimization measures for birds https://www.fws.gov/sites/
default/files/documents/nationwide-standard-conservation-measures.pdf
Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/
media/supplemental-information-migratory-birds-and-bald-and-golden-eagles-may-occur-
project-action
MIGRATORY BIRDS
The Migratory Bird Treaty Act (MBTA) prohibits the take (including killing, capturing, selling,
trading, and transport) of protected migratory bird species without prior authorization by the
Department of Interior U.S. Fish and Wildlife Service (Service).
The Migratory Birds Treaty Act of 1918.
The Bald and Golden Eagle Protection Act of 1940.
50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, see the "Probability of Presence Summary"
below to see when these birds are most likely to be present and breeding in your project area.
NAME
BREEDING
SEASON
American Golden-plover Pluvialis dominica
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/10561
Breeds
elsewhere
Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
https://ecos.fws.gov/ecp/species/1626
Breeds Dec 1 to
Aug 31
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NAME
BREEDING
SEASON
Black Tern Chlidonias niger surinamenisis
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/3093
Breeds May 15
to Aug 20
Black-billed Cuckoo Coccyzus erythropthalmus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9399
Breeds May 15
to Oct 10
Bobolink Dolichonyx oryzivorus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9454
Breeds May 20
to Jul 31
Canada Warbler Cardellina canadensis
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9643
Breeds May 20
to Aug 10
Cerulean Warbler Setophaga cerulea
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/2974
Breeds Apr 22
to Jul 20
Chimney Swift Chaetura pelagica
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9406
Breeds Mar 15
to Aug 25
Eastern Whip-poor-will Antrostomus vociferus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/10678
Breeds May 1
to Aug 20
Golden-winged Warbler Vermivora chrysoptera
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/8745
Breeds May 1
to Jul 20
Grasshopper Sparrow Ammodramus savannarum perpallidus
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
https://ecos.fws.gov/ecp/species/8329
Breeds Jun 1 to
Aug 20
Henslow's Sparrow Centronyx henslowii
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/3941
Breeds May 1
to Aug 31
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NAME
BREEDING
SEASON
Lesser Yellowlegs Tringa flavipes
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9679
Breeds
elsewhere
Long-eared Owl asio otus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/3631
Breeds Mar 1 to
Jul 15
Marbled Godwit Limosa fedoa
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9481
Breeds May 1
to Jul 31
Pectoral Sandpiper Calidris melanotos
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9561
Breeds
elsewhere
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9398
Breeds May 10
to Sep 10
Rusty Blackbird Euphagus carolinus
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
https://ecos.fws.gov/ecp/species/9478
Breeds
elsewhere
Semipalmated Sandpiper Calidris pusilla
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
https://ecos.fws.gov/ecp/species/9603
Breeds
elsewhere
Short-billed Dowitcher Limnodromus griseus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9480
Breeds
elsewhere
Upland Sandpiper Bartramia longicauda
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
https://ecos.fws.gov/ecp/species/9294
Breeds May 1
to Aug 31
Western Grebe aechmophorus occidentalis
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/6743
Breeds Jun 1 to
Aug 31
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no data survey effort breeding season probability of presence
NAME
BREEDING
SEASON
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9431
Breeds May 10
to Aug 31
PROBABILITY OF PRESENCE SUMMARY
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental
Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper
Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret
this report.
Probability of Presence ()
Green bars; the bird's relative probability of presence in the 10km grid cell(s) your project
overlaps during that week of the year.
Breeding Season ()
Yellow bars; liberal estimate of the timeframe inside which the bird breeds across its entire
range.
Survey Effort ()
Vertical black lines; the number of surveys performed for that species in the 10km grid cell(s)
your project area overlaps.
No Data ()
A week is marked as having no data if there were no survey events for that week.
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
American Golden-
plover
BCC Rangewide
(CON)
Bald Eagle
Non-BCC
Vulnerable
Black Tern
BCC Rangewide
(CON)
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Black-billed
Cuckoo
BCC Rangewide
(CON)
Bobolink
BCC Rangewide
(CON)
Canada Warbler
BCC Rangewide
(CON)
Cerulean Warbler
BCC Rangewide
(CON)
Chimney Swift
BCC Rangewide
(CON)
Eastern Whip-poor-
will
BCC Rangewide
(CON)
Golden-winged
Warbler
BCC Rangewide
(CON)
Grasshopper
Sparrow
BCC - BCR
Henslow's Sparrow
BCC Rangewide
(CON)
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Lesser Yellowlegs
BCC Rangewide
(CON)
Long-eared Owl
BCC Rangewide
(CON)
Marbled Godwit
BCC Rangewide
(CON)
Pectoral Sandpiper
BCC Rangewide
(CON)
Red-headed
Woodpecker
BCC Rangewide
(CON)
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▪
▪
▪
▪
▪
▪
▪
▪
Rusty Blackbird
BCC - BCR
Semipalmated
Sandpiper
BCC - BCR
Short-billed
Dowitcher
BCC Rangewide
(CON)
Upland Sandpiper
BCC - BCR
Western Grebe
BCC Rangewide
(CON)
Wood Thrush
BCC Rangewide
(CON)
Additional information can be found using the following links:
Eagle Management https://www.fws.gov/program/eagle-management
Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/
collections/avoiding-and-minimizing-incidental-take-migratory-birds
Nationwide avoidance and minimization measures for birds
Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/
media/supplemental-information-migratory-birds-and-bald-and-golden-eagles-may-occur-
project-action
WETLANDS
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
FRESHWATER FORESTED/SHRUB WETLAND
PSS1C
PSS1/EM1A
PSS1A
PSS3Dg
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▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
PFO1/EM1Ad
PFO1A
LAKE
L2UBH
L2ABH
FRESHWATER POND
PABH
PUBFx
PUBHx
PABHx
PUBH
FRESHWATER EMERGENT WETLAND
PEM1Ad
PEM1D
PEM1Af
PEM1Cd
PEM1F
PEM1C
PEM1A
RIVERINE
R2UBH
R4SBC
R2UBFx
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IPAC USER CONTACT INFORMATION
Agency:WSB
Name:Lauren Zion
Address:2700 La Frontera Blvd
Address Line 2:Suite 110
City:Round Rock
State:TX
Zip:78681
Email lauren.zion@wsbeng.com
Phone:2108827589
March 2026
Final AUAR Appendix
APPENDIX G
GHG ANALYSIS
Minnesota Climate Calculator: Project Summary Report Date Prepared:11/25/2025
x Background Information
Prior Lake Annexation Area (Existing)
Subp. 32, Mixed residential and industrial-commerical projects
Scott
7/1/2026
2040
60
Grid Average
Portion of Building Electricity Consumption to be Generated On-Site via Renewables or Supplied through the Purchase of Renewable Energy Credits (RECs)0%
Portion of Building Natural Gas Consumption to be Supplied from Renewable Sources 0%
Yes
x Summary Results **Results may be incomplete due to missing user inputs**
Project Lifetime 74
Unit tons
Note: NA indicates that emissions were not quantified and/or are not applicable.
HFC leakage
Land use change (operations)
Total
On-road vehicles
Treatment of waste on-site
Manure management
Phase CO2e Emissions
Construction
Operation
Cumulative Annualized
NA
NA
NA
33,109.72
- -
NA NA
NA
NA
NA
447.43
Material inputs
Transportation of material inputs
Employee commuting
Construction equipment
Land use change (construction)
Construction waste
Building energy consumption
Coal production
Natural gas and oil products
Industrial processes
Project Name
Project Category (primary)
Project Category (secondary)
Location (County)
Construction Start Date
Operational Year
Operational Lifetime (Years)
Electricity Provider
Paving and Landscaping
Demolition
Site Preparation
Grading
Building Construction
Architectural Coatings
Construction Stage
Building Construction Project?
NA
NA
Duration (Days)
2,730
1,638
4,232
-
-
3,003
Treatment of wastewater on-site
Treatment of waste off-site
Enteric fermentation
1,003,695.63
NA
NA
1,143.31
NA
NA
NA
NA
13,563.45
NA
NA
NA
NA
NA
84,604.81
NA
NA
NA
NA
NA
NA
15,154.19 1,121,410.16
NA
The results shown below were generated using the Minnesota Climate Calculator. The emissions quantified account for the full greenhouse gas impact of a potential project throughout the construction
and operational phases of the project. This includes emissions from project activities that occur on-site as well as emissions that occur upstream and downstream of the project. The results are based on
user inputs and assumptions; actual project emissions may vary.
0
200,000
400,000
600,000
800,000
1,000,000
1,200,000
to
n
s
C
O
2
e
Cumulative Lifetime Emissions
Construction equipment
Land use change (construction)
Building energy consumption
HFC leakage
Minnesota Climate Calculator: Project Summary Report 1 of 5
x User Inputs
Note: NA indicates that emissions were not quantified and/or activity is not applicable.
Material Inputs
Quantity
NA
NA
NA
NA
NA
NA
NA
NA
NA
Employee Commuting
NA
Construction Equipment
Demolition Site
Preparation Grading Building
Construction
Architectural
Coatings
Paving and
Landscaping
Air Compressors 0 0 0 0 6 0
Cement and Mortar Mixers 0 0 0 0 0 0
Concrete/Industrial Saws 8 0 0 0 0 0
Cranes 0 0 0 7 0 0
Excavators 24 0 16 0 0 0
Forklifts 0 0 0 24 0 0
Generator Sets 0 0 0 8 0 0
Graders 0 0 8 0 0 0
Pavers 0 0 0 0 0 16
Paving Equipment 0 0 0 0 0 16
Rollers 0 0 0 0 0 16
Rubber Tired Dozers 16 24 8 0 0 0
Scrapers 0 0 16 0 0 0
Tractors/Loaders/Backhoes 0 32 16 21 0 0
Welders 0 0 0 8 0 0
Land Use Change
Wetlands, forested
Wetlands, not forested
Forest
Rivers and streams
Brush and grassland
Cropland
Livestock rangeland/pastureland
Lawn/landscaping
Green Infrastructure: Constructed wetlands, paved
Green Infrastructure: Constructed wetlands, vegetated
Green Infrastructure: Constructed green roofs
Green Infrastructure: Constructed permeable pavements
Impervious surface
Stormwater pond (wet sedimentation basin)
Equipment Type
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Fuel Type
Average One-Way Commute Length (miles)
Land Use Type
0.00
0.00 NA
501.00 501.00 NA
Acres
Pre-Construction Post-Construction Post-Operation
0.00
313.00 NA
1477.00 1477.00 NA
257.00 257.00 NA
0.00 0.00 NA
313.00
0.00 NA
0.00 0.00 NA
0.00 0.00 NA
121.00 121.00 NA
54.00 54.00 NA
7.00 7.00 NA
0.00 0.00 NA
0.00 0.00 NA
Number of Hours per Day by Construction Stage
Domestic
Unknown
Unknown
NA
NA
NA
NA
NA
NA
Percent of Employees
Single Occupancy Vehicle
Carpool
MotorcycleNA
NA
NA
Bus
Transit Rail
Bike/Walk
Transportation ModeConstruction Stage
Unknown
Unknown
Unknown
Material Type
Aluminum
Asphalt
Brick
Concrete
Glass
Insulation (residential)
Insulation (commercial)
Steel
Wood Products
Unit
Unknown
Tons
Tons
Tons
Tons
Tons
Tons
Tons
Tons
Tons
NAPaving and Landscaping
Grading
Building Construction
Architectural Coatings
Daily Average Number of Employees Commuting
NA
NA
Demolition
Site Preparation
Diesel
Geographical Sourcing
Unknown
Domestic
Minnesota Climate Calculator: Project Summary Report 2 of 5
Number
Number of mature trees removed 0
Number of new trees planted 0
Construction Waste
Material Type Quantity (tons)
Aluminum NA
Asphalt NA
Brick NA
Concrete NA
Glass NA
Insulation NA
Steel NA
Wood Products NA
Mixed Waste NA
Building Energy Consumption
Residential
Commercial
Industrial
Institutional
Other
Emissions from Coal Production
Mixed Coal
Anthracite Coal
Bituminous Coal
Subbituminous Coal
Lignite Coal
Coal Coke
Emissions from Natural Gas and Oil Products
Natural Gas Assumptions
NA
NA
Industrial Processes
Product Type
Cement
Lime
Limestone Use
Magnesium
Iron and Steel
Ammonia
Aluminum
Nitric Acid
Trees
Natural Gas
Renewable Natural Gas
Propane
Coal Type
NA
NA
NA
NA
NA
Electricity
NA
NA
NA
Quantity (tons/year)
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Renewable Diesel
Fuel Type Incremental Throughput
Building Type
NA
NA
NA
NA
Gallons/year
Gallons/year
Emission Factor (kgCO2e/ton)
NA
NA
Gallons/year
Gallons/year
Gallons/year
Gallons/year
24,460.01 3,619.38
46,860.06
Incremental Production (tons/year)
Cubic Feet/year
Cubic Feet/year
Gallons/year
Gallons/year
Gallons/year
35,534.88 0.00 1,661.56
656,392.90
Unit
Biodiesel 20
Distillate Fuel Oil No. 1
Distillate Fuel Oil No. 2
Distillate Fuel Oil No. 4
Residual Fuel Oil No. 5
Residual Fuel Oil No. 6
Leakage and Venting Emissions (kgCO2e/MMBtu)
Percent Reduction in Leakage and Venting Emissions
NA
Energy Intensity (Btu/sq ft/year)
Gasoline
NA
NA
NA
NA
48,219.03 0.00
0.00
NA
NA
NA
NA
NA
Natural Gas Propane
Liquified Petroleum Gas (LPG)
Kerosene
Kerosene Jet Fuel
Biodiesel 100
18,096.91
30,766.13
229,952.20
233.51
3,659.93
0.00 0.00 0.00
NA
NA
Gallons/year
Gallons/year
Gallons/year
Gallons/year
0.00 8,191.66
Kerosene or Fuel Oil
Minnesota Climate Calculator: Project Summary Report 3 of 5
HFC Leakage
Building Type
Residential
Commercial
Industrial
Institutional
On-Road Vehicles
Treatment of Waste On-Site
Treatment of Wastewater On-Site
NA
Treatment of Waste Off-Site
Quantity
Number of single family households NA lb/household/day
Number of employees (commercial)NA lb/employee/day
Number of employees (industrial)NA lb/employee/day
Number of employees (institutional)NA lb/employee/day
Visitors per year (public venues)NA lb/visitor
Enteric Fermentation and Manure Management
Anaerobic
digester
Anaerobic
lagoon -
liquid
Cattle deep
litter Composting Daily spread Deep pit Dry lot Liquid/
slurry
Pasture,
range,
paddock
Poultry with
litter
Poultry
without
litter
Solid storage
Bulls NA NA NA NA NA NA NA NA NA NA NA NA NA
Beef cows NA NA NA NA NA NA NA NA NA NA NA NA NA
Beef heifers NA NA NA NA NA NA NA NA NA NA NA NA NA
Steer stockers NA NA NA NA NA NA NA NA NA NA NA NA NA
Heifer stockers NA NA NA NA NA NA NA NA NA NA NA NA NA
Feedlot beef NA NA NA NA NA NA NA NA NA NA NA NA NA
Beef calves NA NA NA NA NA NA NA NA NA NA NA NA NA
Dairy heifers NA NA NA NA NA NA NA NA NA NA NA NA NA
Dairy cows NA NA NA NA NA NA NA NA NA NA NA NA NA
Dairy calves NA NA NA NA NA NA NA NA NA NA NA NA NA
Swine, <55 lbs NA NA NA NA NA NA NA NA NA NA NA NA NA
Swine 55-330 lbs NA NA NA NA NA NA NA NA NA NA NA NA NA
Swine 330+ lbs NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, layers NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, pullets NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, chickens NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, broilers NA NA NA NA NA NA NA NA NA NA NA NA NA
Turkeys NA NA NA NA NA NA NA NA NA NA NA NA NA
0%
Livestock Type Population
Speed Bin (miles/hr)
Fleet Average
0-30
Percent of Building Area Utilized
31-55
100%
100%
100%
100%
Additional VMT (miles/year)
NA
NA
NA
NA
56-75
Activity
NA
NA
NA
Product Type
NA
NA
NA
Waste Generation Rate Unit
NA
Population Served by Treatment Plant
Waste Treatment Practice Quantity of Waste Treated (tons/year)
Production (MT/year)
NA
NA
NA
Percentage of Manure Management System
Landfilled
Combusted NA
Percent of manure applied or sold for application to agricultural soils (pasture or cropland) as fertilizer
Percent of Waste
NA
NA
Recycled
Waste Treatment Practice
Composted
Minnesota Climate Calculator: Project Summary Report 4 of 5
Minnesota Climate Calculator: Project Summary Report Date Prepared:11/25/2025
x Background Information
Prior Lake Annexation Area (Scenario 1)
Subp. 32, Mixed residential and industrial-commerical projects
Scott
7/1/2026
2040
60
Grid Average
Portion of Building Electricity Consumption to be Generated On-Site via Renewables or Supplied through the Purchase of Renewable Energy Credits (RECs)0%
Portion of Building Natural Gas Consumption to be Supplied from Renewable Sources 0%
Yes
x Summary Results **Results may be incomplete due to missing user inputs**
Project Lifetime 74
Unit tons
Note: NA indicates that emissions were not quantified and/or are not applicable.
NA
The results shown below were generated using the Minnesota Climate Calculator. The emissions quantified account for the full greenhouse gas impact of a potential project throughout the construction
and operational phases of the project. This includes emissions from project activities that occur on-site as well as emissions that occur upstream and downstream of the project. The results are based on
user inputs and assumptions; actual project emissions may vary.
NA
750,363.30 55,526,883.85
Treatment of wastewater on-site
Treatment of waste off-site
Enteric fermentation
54,508,931.19
NA
NA
12,405.30
NA
NA
NA
NA
736,607.18
NA
NA
NA
NA
NA
917,992.34
NA
NA
NA
NA
NA NA
NA
Duration (Days)
2,730
1,638
4,232
42,315
3,003
3,003
Operational Year
Operational Lifetime (Years)
Electricity Provider
Paving and Landscaping
Demolition
Site Preparation
Grading
Building Construction
Architectural Coatings
Construction Stage
Building Construction Project?
Project Name
Project Category (primary)
Project Category (secondary)
Location (County)
Construction Start Date
Building energy consumption
Coal production
Natural gas and oil products
Industrial processes
Phase CO2e Emissions
Construction
Operation
Cumulative Annualized
NA
NA
NA
99,697.76
3.55 262.56
NA NA
NA
NA
NA
1,347.27
Material inputs
Transportation of material inputs
Employee commuting
Construction equipment
Land use change (construction)
Construction waste
HFC leakage
Land use change (operations)
Total
On-road vehicles
Treatment of waste on-site
Manure management
0
10,000,000
20,000,000
30,000,000
40,000,000
50,000,000
60,000,000
to
n
s
C
O
2
e
Cumulative Lifetime Emissions
Construction equipment
Land use change (construction)
Building energy consumption
HFC leakage
Minnesota Climate Calculator: Project Summary Report 1 of 5
x User Inputs
Note: NA indicates that emissions were not quantified and/or activity is not applicable.
Material Inputs
Quantity
NA
NA
NA
NA
NA
NA
NA
NA
NA
Employee Commuting
NA
Construction Equipment
Demolition Site
Preparation Grading Building
Construction
Architectural
Coatings
Paving and
Landscaping
Air Compressors 0 0 0 0 6 0
Cement and Mortar Mixers 0 0 0 0 0 0
Concrete/Industrial Saws 8 0 0 0 0 0
Cranes 0 0 0 7 0 0
Excavators 24 0 16 0 0 0
Forklifts 0 0 0 24 0 0
Generator Sets 0 0 0 8 0 0
Graders 0 0 8 0 0 0
Pavers 0 0 0 0 0 16
Paving Equipment 0 0 0 0 0 16
Rollers 0 0 0 0 0 16
Rubber Tired Dozers 16 24 8 0 0 0
Scrapers 0 0 16 0 0 0
Tractors/Loaders/Backhoes 0 32 16 21 0 0
Welders 0 0 0 8 0 0
Land Use Change
Wetlands, forested
Wetlands, not forested
Forest
Rivers and streams
Brush and grassland
Cropland
Livestock rangeland/pastureland
Lawn/landscaping
Green Infrastructure: Constructed wetlands, paved
Green Infrastructure: Constructed wetlands, vegetated
Green Infrastructure: Constructed green roofs
Green Infrastructure: Constructed permeable pavements
Impervious surface
Stormwater pond (wet sedimentation basin)
Geographical Sourcing
Unknown
Domestic
Tons
Tons
Tons
Tons
Tons
Tons
Tons
Tons
Tons
NAPaving and Landscaping
Grading
Building Construction
Architectural Coatings
Daily Average Number of Employees Commuting
NA
NA
Demolition
Site Preparation
Diesel
Unknown
Bus
Transit Rail
Bike/Walk
Transportation ModeConstruction Stage
Unknown
Unknown
Unknown
Material Type
Aluminum
Asphalt
Brick
Concrete
Glass
Insulation (residential)
Insulation (commercial)
Steel
Wood Products
Unit
Number of Hours per Day by Construction Stage
Domestic
Unknown
Unknown
NA
NA
NA
NA
NA
NA
Percent of Employees
Single Occupancy Vehicle
Carpool
MotorcycleNA
NA
NA
54.00 1220.00 NA
7.00 114.00 NA
0.00 0.00 NA
0.00 0.00 NA
0.00 NA
0.00 0.00 NA
0.00 0.00 NA
121.00 639.00 NA
153.00 NA
1477.00 0.00 NA
257.00 148.00 NA
0.00 0.00 NA
313.00
0.00 NA
501.00 456.00 NA
Acres
Pre-Construction Post-Construction Post-Operation
0.00
Land Use Type
0.00
Fuel Type
Average One-Way Commute Length (miles)
Equipment Type
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Minnesota Climate Calculator: Project Summary Report 2 of 5
Number
Number of mature trees removed 0
Number of new trees planted 0
Construction Waste
Material Type Quantity (tons)
Aluminum NA
Asphalt NA
Brick NA
Concrete NA
Glass NA
Insulation NA
Steel NA
Wood Products NA
Mixed Waste NA
Building Energy Consumption
Residential
Commercial
Industrial
Institutional
Other
Emissions from Coal Production
Mixed Coal
Anthracite Coal
Bituminous Coal
Subbituminous Coal
Lignite Coal
Coal Coke
Emissions from Natural Gas and Oil Products
Natural Gas Assumptions
NA
NA
Industrial Processes
Product Type
Cement
Lime
Limestone Use
Magnesium
Iron and Steel
Ammonia
Aluminum
Nitric Acid
3,659.93
0.00 0.00 0.00
NA
NA
Gallons/year
Gallons/year
Gallons/year
Gallons/year
0.00 8,191.66
Kerosene or Fuel Oil
Energy Intensity (Btu/sq ft/year)
Gasoline
NA
NA
NA
NA
48,219.03 0.00
0.00
NA
NA
NA
NA
NA
Natural Gas Propane
Liquified Petroleum Gas (LPG)
Kerosene
Kerosene Jet Fuel
Biodiesel 100
18,096.91
30,766.13
229,952.20
233.51
1,661.56
656,392.90
Unit
Biodiesel 20
Distillate Fuel Oil No. 1
Distillate Fuel Oil No. 2
Distillate Fuel Oil No. 4
Residual Fuel Oil No. 5
Residual Fuel Oil No. 6
Leakage and Venting Emissions (kgCO2e/MMBtu)
Percent Reduction in Leakage and Venting Emissions
NA
24,460.01 3,619.38
46,860.06
Incremental Production (tons/year)
Cubic Feet/year
Cubic Feet/year
Gallons/year
Gallons/year
Gallons/year
35,534.88 0.00
NA
NA
NA
NA
Gallons/year
Gallons/year
Emission Factor (kgCO2e/ton)
NA
NA
Gallons/year
Gallons/year
Gallons/year
Gallons/year
Building Type
NA
NA
NA
Quantity (tons/year)
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Renewable Diesel
Fuel Type Incremental Throughput
Trees
Natural Gas
Renewable Natural Gas
Propane
Coal Type
NA
NA
NA
NA
NA
Electricity
Minnesota Climate Calculator: Project Summary Report 3 of 5
HFC Leakage
Building Type
Residential
Commercial
Industrial
Institutional
On-Road Vehicles
Treatment of Waste On-Site
Treatment of Wastewater On-Site
NA
Treatment of Waste Off-Site
Quantity
Number of single family households NA lb/household/day
Number of employees (commercial)NA lb/employee/day
Number of employees (industrial)NA lb/employee/day
Number of employees (institutional)NA lb/employee/day
Visitors per year (public venues)NA lb/visitor
Enteric Fermentation and Manure Management
Anaerobic
digester
Anaerobic
lagoon -
liquid
Cattle deep
litter Composting Daily spread Deep pit Dry lot Liquid/
slurry
Pasture,
range,
paddock
Poultry with
litter
Poultry
without
litter
Solid storage
Bulls NA NA NA NA NA NA NA NA NA NA NA NA NA
Beef cows NA NA NA NA NA NA NA NA NA NA NA NA NA
Beef heifers NA NA NA NA NA NA NA NA NA NA NA NA NA
Steer stockers NA NA NA NA NA NA NA NA NA NA NA NA NA
Heifer stockers NA NA NA NA NA NA NA NA NA NA NA NA NA
Feedlot beef NA NA NA NA NA NA NA NA NA NA NA NA NA
Beef calves NA NA NA NA NA NA NA NA NA NA NA NA NA
Dairy heifers NA NA NA NA NA NA NA NA NA NA NA NA NA
Dairy cows NA NA NA NA NA NA NA NA NA NA NA NA NA
Dairy calves NA NA NA NA NA NA NA NA NA NA NA NA NA
Swine, <55 lbs NA NA NA NA NA NA NA NA NA NA NA NA NA
Swine 55-330 lbs NA NA NA NA NA NA NA NA NA NA NA NA NA
Swine 330+ lbs NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, layers NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, pullets NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, chickens NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, broilers NA NA NA NA NA NA NA NA NA NA NA NA NA
Turkeys NA NA NA NA NA NA NA NA NA NA NA NA NA
0%
Percent of Waste
NA
NA
Recycled
Waste Treatment Practice
Composted
Landfilled
Combusted NA
Percent of manure applied or sold for application to agricultural soils (pasture or cropland) as fertilizer
NA
NA
NA
Percentage of Manure Management System
NA
56-75
Activity
NA
NA
NA
Product Type
NA
NA
NA
Waste Generation Rate Unit
NA
Population Served by Treatment Plant
Waste Treatment Practice Quantity of Waste Treated (tons/year)
Production (MT/year)
Percent of Building Area Utilized
31-55
100%
100%
100%
100%
Additional VMT (miles/year)
NA
NA
NA
Livestock Type Population
Speed Bin (miles/hr)
Fleet Average
0-30
Minnesota Climate Calculator: Project Summary Report 4 of 5
Minnesota Climate Calculator: Project Summary Report Date Prepared:11/25/2025
x Background Information
Prior Lake Annexation Area (Scenario 2)
Subp. 32, Mixed residential and industrial-commerical projects
Scott
7/1/2026
2040
60
Grid Average
Portion of Building Electricity Consumption to be Generated On-Site via Renewables or Supplied through the Purchase of Renewable Energy Credits (RECs)0%
Portion of Building Natural Gas Consumption to be Supplied from Renewable Sources 0%
Yes
x Summary Results **Results may be incomplete due to missing user inputs**
Project Lifetime 74
Unit tons
Note: NA indicates that emissions were not quantified and/or are not applicable.
HFC leakage
Land use change (operations)
Total
On-road vehicles
Treatment of waste on-site
Manure management
Phase CO2e Emissions
Construction
Operation
Cumulative Annualized
NA
NA
NA
99,697.76
3.68 272.59
NA NA
NA
NA
NA
1,347.27
Material inputs
Transportation of material inputs
Employee commuting
Construction equipment
Land use change (construction)
Construction waste
Building energy consumption
Coal production
Natural gas and oil products
Industrial processes
Project Name
Project Category (primary)
Project Category (secondary)
Location (County)
Construction Start Date
Operational Year
Operational Lifetime (Years)
Electricity Provider
Paving and Landscaping
Demolition
Site Preparation
Grading
Building Construction
Architectural Coatings
Construction Stage
Building Construction Project?
NA
NA
Duration (Days)
2,730
1,638
4,232
42,315
3,003
3,003
Treatment of wastewater on-site
Treatment of waste off-site
Enteric fermentation
45,087,199.04
NA
NA
13,951.51
NA
NA
NA
NA
609,286.47
NA
NA
NA
NA
NA
1,032,412.03
NA
NA
NA
NA
NA
NA
624,588.94 46,219,581.42
NA
The results shown below were generated using the Minnesota Climate Calculator. The emissions quantified account for the full greenhouse gas impact of a potential project throughout the construction
and operational phases of the project. This includes emissions from project activities that occur on-site as well as emissions that occur upstream and downstream of the project. The results are based on
user inputs and assumptions; actual project emissions may vary.
0
5,000,000
10,000,000
15,000,000
20,000,000
25,000,000
30,000,000
35,000,000
40,000,000
45,000,000
50,000,000
to
n
s
C
O
2
e
Cumulative Lifetime Emissions
Construction equipment
Land use change (construction)
Building energy consumption
HFC leakage
Minnesota Climate Calculator: Project Summary Report 1 of 5
x User Inputs
Note: NA indicates that emissions were not quantified and/or activity is not applicable.
Material Inputs
Quantity
NA
NA
NA
NA
NA
NA
NA
NA
NA
Employee Commuting
NA
Construction Equipment
Demolition Site
Preparation Grading Building
Construction
Architectural
Coatings
Paving and
Landscaping
Air Compressors 0 0 0 0 6 0
Cement and Mortar Mixers 0 0 0 0 0 0
Concrete/Industrial Saws 8 0 0 0 0 0
Cranes 0 0 0 7 0 0
Excavators 24 0 16 0 0 0
Forklifts 0 0 0 24 0 0
Generator Sets 0 0 0 8 0 0
Graders 0 0 8 0 0 0
Pavers 0 0 0 0 0 16
Paving Equipment 0 0 0 0 0 16
Rollers 0 0 0 0 0 16
Rubber Tired Dozers 16 24 8 0 0 0
Scrapers 0 0 16 0 0 0
Tractors/Loaders/Backhoes 0 32 16 21 0 0
Welders 0 0 0 8 0 0
Land Use Change
Wetlands, forested
Wetlands, not forested
Forest
Rivers and streams
Brush and grassland
Cropland
Livestock rangeland/pastureland
Lawn/landscaping
Green Infrastructure: Constructed wetlands, paved
Green Infrastructure: Constructed wetlands, vegetated
Green Infrastructure: Constructed green roofs
Green Infrastructure: Constructed permeable pavements
Impervious surface
Stormwater pond (wet sedimentation basin)
Equipment Type
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Fuel Type
Average One-Way Commute Length (miles)
Land Use Type
0.00
0.00 NA
501.00 456.00 NA
Acres
Pre-Construction Post-Construction Post-Operation
0.00
144.00 NA
1477.00 0.00 NA
257.00 143.00 NA
0.00 0.00 NA
313.00
0.00 NA
0.00 0.00 NA
0.00 0.00 NA
121.00 554.00 NA
54.00 1309.00 NA
7.00 124.00 NA
0.00 0.00 NA
0.00 0.00 NA
Number of Hours per Day by Construction Stage
Domestic
Unknown
Unknown
NA
NA
NA
NA
NA
NA
Percent of Employees
Single Occupancy Vehicle
Carpool
MotorcycleNA
NA
NA
Bus
Transit Rail
Bike/Walk
Transportation ModeConstruction Stage
Unknown
Unknown
Unknown
Material Type
Aluminum
Asphalt
Brick
Concrete
Glass
Insulation (residential)
Insulation (commercial)
Steel
Wood Products
Unit
Unknown
Tons
Tons
Tons
Tons
Tons
Tons
Tons
Tons
Tons
NAPaving and Landscaping
Grading
Building Construction
Architectural Coatings
Daily Average Number of Employees Commuting
NA
NA
Demolition
Site Preparation
Diesel
Geographical Sourcing
Unknown
Domestic
Minnesota Climate Calculator: Project Summary Report 2 of 5
Number
Number of mature trees removed 0
Number of new trees planted 0
Construction Waste
Material Type Quantity (tons)
Aluminum NA
Asphalt NA
Brick NA
Concrete NA
Glass NA
Insulation NA
Steel NA
Wood Products NA
Mixed Waste NA
Building Energy Consumption
Residential
Commercial
Industrial
Institutional
Other
Emissions from Coal Production
Mixed Coal
Anthracite Coal
Bituminous Coal
Subbituminous Coal
Lignite Coal
Coal Coke
Emissions from Natural Gas and Oil Products
Natural Gas Assumptions
NA
NA
Industrial Processes
Product Type
Cement
Lime
Limestone Use
Magnesium
Iron and Steel
Ammonia
Aluminum
Nitric Acid
Trees
Natural Gas
Renewable Natural Gas
Propane
Coal Type
NA
NA
NA
NA
NA
Electricity
NA
NA
NA
Quantity (tons/year)
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Renewable Diesel
Fuel Type Incremental Throughput
Building Type
NA
NA
NA
NA
Gallons/year
Gallons/year
Emission Factor (kgCO2e/ton)
NA
NA
Gallons/year
Gallons/year
Gallons/year
Gallons/year
24,460.01 3,619.38
46,860.06
Incremental Production (tons/year)
Cubic Feet/year
Cubic Feet/year
Gallons/year
Gallons/year
Gallons/year
35,534.88 0.00 1,661.56
656,392.90
Unit
Biodiesel 20
Distillate Fuel Oil No. 1
Distillate Fuel Oil No. 2
Distillate Fuel Oil No. 4
Residual Fuel Oil No. 5
Residual Fuel Oil No. 6
Leakage and Venting Emissions (kgCO2e/MMBtu)
Percent Reduction in Leakage and Venting Emissions
NA
Energy Intensity (Btu/sq ft/year)
Gasoline
NA
NA
NA
NA
48,219.03 0.00
0.00
NA
NA
NA
NA
NA
Natural Gas Propane
Liquified Petroleum Gas (LPG)
Kerosene
Kerosene Jet Fuel
Biodiesel 100
18,096.91
30,766.13
229,952.20
233.51
3,659.93
0.00 0.00 0.00
NA
NA
Gallons/year
Gallons/year
Gallons/year
Gallons/year
0.00 8,191.66
Kerosene or Fuel Oil
Minnesota Climate Calculator: Project Summary Report 3 of 5
HFC Leakage
Building Type
Residential
Commercial
Industrial
Institutional
On-Road Vehicles
Treatment of Waste On-Site
Treatment of Wastewater On-Site
NA
Treatment of Waste Off-Site
Quantity
Number of single family households NA lb/household/day
Number of employees (commercial)NA lb/employee/day
Number of employees (industrial)NA lb/employee/day
Number of employees (institutional)NA lb/employee/day
Visitors per year (public venues)NA lb/visitor
Enteric Fermentation and Manure Management
Anaerobic
digester
Anaerobic
lagoon -
liquid
Cattle deep
litter Composting Daily spread Deep pit Dry lot Liquid/
slurry
Pasture,
range,
paddock
Poultry with
litter
Poultry
without
litter
Solid storage
Bulls NA NA NA NA NA NA NA NA NA NA NA NA NA
Beef cows NA NA NA NA NA NA NA NA NA NA NA NA NA
Beef heifers NA NA NA NA NA NA NA NA NA NA NA NA NA
Steer stockers NA NA NA NA NA NA NA NA NA NA NA NA NA
Heifer stockers NA NA NA NA NA NA NA NA NA NA NA NA NA
Feedlot beef NA NA NA NA NA NA NA NA NA NA NA NA NA
Beef calves NA NA NA NA NA NA NA NA NA NA NA NA NA
Dairy heifers NA NA NA NA NA NA NA NA NA NA NA NA NA
Dairy cows NA NA NA NA NA NA NA NA NA NA NA NA NA
Dairy calves NA NA NA NA NA NA NA NA NA NA NA NA NA
Swine, <55 lbs NA NA NA NA NA NA NA NA NA NA NA NA NA
Swine 55-330 lbs NA NA NA NA NA NA NA NA NA NA NA NA NA
Swine 330+ lbs NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, layers NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, pullets NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, chickens NA NA NA NA NA NA NA NA NA NA NA NA NA
Poultry, broilers NA NA NA NA NA NA NA NA NA NA NA NA NA
Turkeys NA NA NA NA NA NA NA NA NA NA NA NA NA
0%
Livestock Type Population
Speed Bin (miles/hr)
Fleet Average
0-30
Percent of Building Area Utilized
31-55
100%
100%
100%
100%
Additional VMT (miles/year)
NA
NA
NA
NA
56-75
Activity
NA
NA
NA
Product Type
NA
NA
NA
Waste Generation Rate Unit
NA
Population Served by Treatment Plant
Waste Treatment Practice Quantity of Waste Treated (tons/year)
Production (MT/year)
NA
NA
NA
Percentage of Manure Management System
Landfilled
Combusted NA
Percent of manure applied or sold for application to agricultural soils (pasture or cropland) as fertilizer
Percent of Waste
NA
NA
Recycled
Waste Treatment Practice
Composted
Minnesota Climate Calculator: Project Summary Report 4 of 5
March 2026
Final AUAR Appendix
APPENDIX H
TRAFFIC STUDY
Memorandum
To: Nick Monserud, City Engineer, City of Prior Lake
Casey McCabe, Community Development Director, City of Prior Lake
From: Mallori Fitzpatrick, PE, PTOE, WSB
Copy: Alison Harwood, WSB
Date: November 12, 2025
Re: Traffic Analysis
Prior Lake Annexation Area AUAR
Prior Lake, Minnesota
WSB Project No. 0238727-000
INTRODUCTION
A traffic study has been prepared for the Annexation Area Alternative Urban Areawide Review
(AUAR) in the City of Prior Lake. The study area is generally located east of Baseline Avenue
(County Road 79), south of 160th Street, north of 185th Street, and west of Spring Lake, southwest
of the City of Prior Lake. The study area is approximately 3,000 acres. Two development scenarios
will be reviewed as part of the AUAR process. One scenario will conform to the current
Comprehensive Land Use Plan and the second scenario will include a higher density development.
Figure 1 shows the project location.
The following sections of this memorandum document the existing traffic conditions, development
scenarios, traffic projections, traffic operations analysis, mitigation analysis and study conclusions
and recommendations.
EXISTING CONDITIONS
The transportation and traffic impacts for the Prior Lake Annexation Area site were evaluated at
the following study intersections:
1) Baseline Avenue (County Road 79) and 160th Street – Side Street Stop Controlled
2) Marschall Road (County State Aid Highway [CSAH] 17) and 160th Street – Side Street
Stop Controlled
3) Baseline Avenue and 170th Street – Side Street Stop Controlled
4) Marschall Road and 170th Street/ Shoreline Boulevard (CSAH 12) – Side Street Stop
Controlled
5) Shoreline Boulevard and Stemmer Ridge Road – Side Street Stop Controlled
6) TH 282 and Baseline Avenue - Side Street Stop Controlled
7) TH 282 and Marschall Road – All-Way Stop Controlled
8) Marschall Road and TH 13 – Side Street Stop Controlled
9) TH 282 and TH 13 – Side Street Stop Controlled
10) TH 13 and Vergus Avenue – Side Street Stop Controlled
LEGEND
Count Location
Figure 1- Study Area Intersections
Annexation Area AUAR
Prior Lake, MN
Ba
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160th St
170th St
St
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A
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1.Baseline Ave & 160th St
2.Marschall Rd & 160th St
3.Baseline Ave & 170th St
4.Marschall Rd & 170th St
5.Shoreline Blvd & Stemmer
Ridge Rd
6.TH 282 & Baseline Ave
7.Marschall Rd & TH 282
8.Marschall Rd & TH 13
9.TH 282 & TH 13
10.TH 13 & Vergus Ave
21
3 4
5
6
7
8
9 10
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 3
Roadway Characteristics
The roadways that currently provide access to or are adjacent to the site are TH 13, TH 282,
Marschall Road, Baseline Avenue, 160th Street, 170th Street, Shoreline Boulevard, Stemmer Ridge
Road, and Vergus Avenue. Each is discussed below:
TH 13: TH 13 is a rural two-lane undivided state highway with a Minor Arterial functional
classification. South of TH 282, TH 13 is a north-south route, and then turns into an east-west route,
east of TH 282. Paved shoulders are present along TH 13. The existing Average Daily Traffic (ADT)
on TH 13 is 7,400 vehicles per day (vpd) south of TH 282 and 7,200 vpd east of TH 282 within the
study area. The roadway has a posted speed limit of 60 mph.
TH 282: TH 282 is a rural two-lane undivided east-west state highway with a Minor Arterial functional
classification. Paved shoulders are present along TH 282. The existing ADT on TH 282 is 5,400 vpd
within the study area. The roadway has a posted speed limit of 60 mph.
Marschall Road (CSAH 17): Marschall Road is a rural two-lane undivided north-south Scott County
roadway with a Minor Arterial functional classification. Paved shoulders are present along Marschall
Road. The existing ADT on Marschall Road is 5,700 vpd between TH 282 and 170th Street, 7,500
vpd north of 170th Street within the study area. The roadway has a posted speed limit of 55 mph.
Baseline Avenue (CR 79): Baseline Avenue is a rural two-lane undivided north-south Scott County
roadway with a Major Collector functional classification. Gravel shoulders are present along
Baseline Avenue. The existing ADT on Baseline Avenue is 900 vpd within the study area. The
roadway has a statutory speed limit of 55 mph.
160th Street: 160th Street is a rural two-lane undivided east-west City roadway with a Local functional
classification. 160th Street is unpaved, and ADT data is not available.
170th Street: 170th Street is a rural two-lane undivided east-west City roadway with a Local functional
classification. 170th Street is unpaved, and ADT data is not available.
Shoreline Boulevard (CSAH 12): Shoreline Boulevard is an urban two-lane undivided east-west
Scott County roadway with a Major Collector functional classification. Sidewalks are present on both
sides of Shoreline Boulevard. The existing ADT on Shoreline Boulevard is 2,200 vpd within the study
area. The roadway has a posted speed limit of 40 mph.
Stemmer Ridge Road: Stemmer Ridge Road is an urban two-lane undivided north-south City
roadway with a Minor Collector functional classification. Sidewalks are present on both sides of
Stemmer Ridge Road. The existing ADT on Stemmer Ridge Road is 1,100 vpd within the study
area. The roadway has a posted speed limit of 30 mph.
Vergus Avenue: Vergus Avenue is rural two-lane undivided north-south City roadway with a Local
functional classification. No shoulders are present along Vergus Avenue and ADT data is not
available. The roadway has a posted speed limit of 30 mph north of TH 13 and 55 mph south of TH
13.
Existing Traffic Volumes
Weekday AM and PM peak hour turning movement traffic volumes were collected as part of the
traffic analysis. Turning movement count data was collected on Tuesday, May 13, 2025. The AM
peak hour varied across the network, between 6:30 AM and 8:00 AM, and the PM peak hour was
between 4:00 PM and 6:00 PM. Figures 2a-2b show the existing area intersections that were
analyzed as part of this study, with the existing AM and PM peak hour traffic volumes. Appendix A
includes the existing turning movement traffic volumes.
LEGEND
Count Location
Figure 2a- Existing Peak Hour Volumes
Annexation Area AUAR
Prior Lake, MN
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160th St
170th St
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LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement s
2 4 8
2 (0)
(1
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0
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,(0) 0
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(4
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(0) 0
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24 (48)
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i r
15
(
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1
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1097
8
6
LEGEND
Count Location
Figure 2b- Existing Peak Hour Volumes
Annexation Area AUAR
Prior Lake, MN
Ba
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160th St
170th St
St
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A
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LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
(53) 87
v
(1
1
)
2
3
(9
7
)
3
2
5
(1
)
0
(236) 228
,(20) 15
1 (3)
x 2 4 8
k 59 (23)
f 145 (223)
s
35
(
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29
(
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(40
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(10
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1
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(
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1
3 4
2
5
1097
8
6
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 6
Existing Transit Routes
There are currently no transit routes within the study area. Transit routes 411, 490, 491, 492, and
495 all run through Prior Lake, north of the Annexation area.
DEVELOPMENT LAND USE SCENARIOS
Two development land use scenarios have been included in the AUAR. The development area is
anticipated to include a mix of residential, retail/business, industrial, and parks/open spaces. In
AUARs, development impacts are typically evaluated using a "maximum development scenario,"
which assumes the highest plausible land use intensities. This approach ensures that infrastructure
and environmental assessments are conservatively scoped to account for peak demand and
potential cumulative effects.
Table 1 summarizes the land use and density for each Scenario. Scenario 1 is consistent with the
Prior Lake 2040 Comprehensive Plan. The two scenarios have similar land uses based on
coverages; however, Scenario 2 proposes a denser residential and business development plan than
Scenario 1. Future wetlands, stormwater, and ROW needs were estimated for in each scenario to
calculate the total number of developable acres in each land use category. Figures 3a and 3b show
the proposed Land Use areas. After discussion with the City, the Retail/General Business uses will
include facilities such as daycares, medical/dental offices, salons, banks, gas station, and strip retail
uses.
Table 1 – Development Scenario Land Use
Land Use Scenario 1
Comp Plan Scenario 2
Total Acres Developable
Acres Total Acres Developable
Acres
Residential 1,889 1,422.2 1,853 1,391.4
Low Density (3.9
units/acre) 1,750 1,297.9 1,455 1,075.2
Medium Density (7.9
units/acre) 139 124.3 356 284.1
High Density (29.9
units/acre) 0 0 42 32.1
Retail/General Business
(0.25 FAR) 180 127.4 143 97.3
Industrial (0.25 FAR) 413 303.3 334 253.5
Business Park (0.25 FAR) 0 0 152 110.3
Park/ Open Space 30 30 30 30
GHWX12
GHWX17
GHWX17
70
79
79
79
282
282
13
13
Ma
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c
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a
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Belmont Ave NW
165thSt NW
S
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Lake Vi e w Dr
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161st St E
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180th St E
170th St W
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174th St E
165th St W
Shoreline Blvd
SunsetAveNW
160th St W
Halifax
Ln
Howard
Lake
Spring
Lake
Campbell
Lake
Buck
Lake
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AUAR Boundary
Prior Lake City Boundary
Shakopee City Boundary
SMSC
Parks
Future Land Use
Planned Industrial
Retail/General Business
Urban Low Density
Urban Medium Density
Figure 2 - AUAR Development Scenario 1
City of Prior Lake, MN ¯1 inch = 2,000 feet
0 2,000
Feet
Howard
Lake
Park
Spring Lake
Regional
Park
Figure 3a - AUAR Development Scenario 1
GHWX12
GHWX17
GHWX17
70
79
79
79
282 13
282
13
Belmo nt Ave N W
165thSt NW
S
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emmerRid g e RdNW
Lake Vi e w Dr
CeyakaTrl
185th St E
RaymondAve
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170th St E
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165th St E
161st St E
La
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S h orelin e B l vd NW
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186th StE
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190th St E
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Shoreline Blvd
174th St E
165th St W
Sunset
AveNW
160th St W
Halifax
Ln
Howard
Lake
Spring
Lake
Campbell
Lake
Buck
Lake
Do
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¯1 inch = 2,000 feet
0 2,000
Feet
AUAR Boundary
Prior Lake City Boundary
Shakopee City Boundary
SMSC
Parks
Scenario 2 Land Use
Urban Low Density
Urban Medium Density
Urban High Density
Business Park
Planned Industrial
Retail/ General Business
Figure 3 - AUAR Development Scenario 2
City of Prior Lake, MN
Howard
Lake
Park Spring Lake
Regional
Park
Figure 3b - AUAR Development Scenario 2
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 9
BIKE / PEDESTRIAN FACILITIES
With both scenarios, trail and sidewalk connections within the annexation area are to be provided
as development occurs throughout each area.
The study area is currently lacking pedestrian and bicycle facilities, as much of the land is
undeveloped. Shoreline Boulevard currently provides sidewalk and trail connections to the east of
the study area. The recent housing development in the southwest quadrant of Marschall Road and
170th Street includes sidewalks throughout the site, but does not connect to any network beyond the
development.
Based on review of the 2040 Comprehensive Plan and other park and trail plans from the City of
Prior Lake, several trails and parks are proposed throughout the Annexation Area. Trails are
proposed along:
• TH 282/ TH 13 (east/west route)
• Marschall Road, north of TH 282/ TH 13 (north/south route)
• Perimeter of Campbell Lake
• 170th Street: Marschall Road to Campbell Lake (east/west route)
• All Future Collectors (shown in Figure 3c)
TRAFFIC PROJECTIONS
In order to analyze the land use scenarios and determine the appropriate lane configuration and
traffic control needs on the area roadways and intersections; projected traffic volumes were
determined. Projections were prepared for the 2030 opening year, 2040 interim year, and 2050
horizon year. The following sections outline the projected background traffic growth, traffic
generation from the study area, as well as the traffic distribution and projected traffic volumes. For
proposed development conditions, trips from the existing land uses were estimated based on
existing land uses and replaced with proposed land use-related trips. Note that development timing
may not directly correlate with the study years analyzed and specific uses have not yet been
provided. As developments are approved in the area, impacted intersections shall be re-evaluated
for the specific uses.
Background Traffic Growth
Traffic growth in the vicinity of the proposed site will occur between existing conditions and any given
future year due to other developments within the region. This background growth must be accounted
for and included in future year traffic forecasts. Based on the forecasts in the Scott County 2040
Comprehensive Plan, roadways within the project area are expected to experience 1.7% to 3.6%
annual growth. It is expected that a large percentage of that growth will be due to the development
of the Annexation AUAR area. To avoid double-counting growth, historical AADT volumes were
reviewed in the area and a conservative 1.0% annual growth rate was applied to the Existing
traffic volumes on adjacent roadways to determine the future peak hour No-Build traffic
volumes. Also included in the background traffic is the Shakopee Mdewakanton Sioux
Community (SMSC) development, proposed north of 160th Street by year 2030. This
development will include 133 acres of light industrial (60%) and RV Park (40%), with an
access being provided on 160th Street. The estimated trip generation for the SMSC development
is shown in Table 2. The trip generation rates used to estimate the proposed area traffic is based
on other similar land uses as documented in the Institute of Transportation Engineers (ITE) Trip
Generation Manual, 12th Edition.
Table 2 – SMSC Development Trip Generation
In Out Total In Out Total
110 - General Light Industrial 869 KSF 359 58 417 102 324 426 3,128
416 - Campground/Recreational
Vehicle Park 53 Acres 11 15 26 36 16 52 385
370 73 443 138 340 478 3,514 Total
Weekday
TripsArea
SMSC
ITE Code/Description # of Units Unit Type AM Trips PM Trips
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 10
Future Roadway Network
As development occurs, new roadways and intersections will be needed throughout the
study area. Access spacing guidelines were reviewed from the MnDOT Access
Management Manual, Scott County 2040 Comprehensive Plan, and City of Prior Lake 2040
Comprehensive Plan. Marschall Road and TH 13 (south of TH 282) is classified as a future
Principal Arterial, which allows for 1-mile full access spacing and ½-mile limited access
spacing. TH 282 and TH 13 (east of Marschall Road) is classified as a Minor Arterial, which
allows for ½ mile full access spacing and ¼-mile limited access spacing. Figure 3c identifies
potential future roadways, intersections, and trails based on access management and previous
plans/studies provided by the City and County. Interchange locations are based on results of the
study. Note that a full intersection was analyzed on Marschall Road at Langford Avenue for future
build years 2040 and 2050 as a sensitivity analysis, included in Appendix C. Although outside the
designated study area, Scott County has stated that a backage road will be constructed parallel to
Marschall Road, extending north from 160th Street, prior to the year 2050. It was assumed that once
the existing full access at Marschall Road and 160th Street fails, the access will become restricted
(3/4 access) and the backage road will need to be constructed.
GHWX12
GHWX17
GHWX17
GHWX17
70
79
79
79
282
13
13
282
13
13
Belmont Ave N W
165thSt NW
StemmerRid g e RdNW
Lake Vi e w Dr
CeyakaTrl
RaymondAve
Ve
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u
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A
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u
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a
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1
8
0th StE
M
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i
OtaCir
170th St E
160th St NW
SkuyaDr
185th St E
Spr in g L a k e C ir
165th St E
161st St E
La
n
g
f
o
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d
A
v
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Ma
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c
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a
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M cKay
Ct
186thStE
Z o zo p i Cir
S horeline Blvd
We
l
l
s
L
n
190th St E
170th St W
Dairy
L
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Pa
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165th St W
Co
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d
7
9
SunsetAveNW
Halifax
Ln
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¯1 inch = 2,000 feet
0 2,000
FeetCity of Prior Lake, MN
Figure 1 - AUAR Study Area
AUAR Boundary
Prior Lake City Boundary
City Parcels
County Parcels
Annexation Parcels
AUAR Boundary
Future Collector Roads
Future Trail
Future Interchange
Future Full Access Intersection
Future Limited Access Intersection
Figure 3c - Future Roadway and Trail Network Annexation Area AUARPrior Lake, MN
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 12
Proposed Development Area Traffic Generation
The estimated trip generation from each of the proposed development scenarios is shown in Tables
3a – 3b. The trip generation rates used to estimate the proposed area traffic is based on other similar
land uses as documented in the Institute of Transportation Engineers (ITE) Trip Generation Manual,
12th Edition. The tables show the Daily, AM peak and PM peak hour trip generation for each
development scenario.
The traffic generation also includes mixed-use internal trip reduction and pass-by trips for retail uses.
The internal trip reduction rate was calculated based on the ITE Trip Generation Manual guideline
to determine a percentage of trips that would be destined to another land use within the site and not
utilize the exterior roadways. Pass-by trips were also calculated based on the ITE Trip Generation
Manual studies to determine a percentage of trips that would enter/exit a site from an access point
that was already on their original route.
Trips expected to be removed from the existing area were also estimated to account for the
redevelopment in Build scenarios. Existing developments that are expected to stay in place (newer
housing developments and the industrial area north of TH 282) were accounted for by removing
acreage from the Build scenarios.
Proposed Development Area Traffic Distribution
Area generated trips were distributed to the adjacent roadway system based on existing travel
patterns on the network. Based on these parameters the following general traffic distribution was
used to distribute the projected traffic volumes to the area roadway network for both scenarios, also
shown in Figure 4. It is assumed that as development occurs further west of Marschall Road, trip
distribution will shift slightly and utilize roadways west of the site.
• 20% to/from the west on TH 282
• 1%-5% to/from the west on 170th St
• 1%-5% to/from the west on 160th St
• 5% to/from the south on TH 13
• 1% to/from the south on Baseline Ave
• 20% to/from the east on TH 13
• 5% to/from the east on Shoreline Blvd
• 35%-45% to/from the north on CSAH 17
• 1%-5% to/from the north on Townline Ave
• 1% to/from the north on Stemmer Ridge Rd
Projected Traffic Volumes
Traffic forecasts were prepared for 2030 (Phase 1), 2040 (Phase Two), and 2050 (Full Build) No-
Build and Build conditions. The 2030-2050 peak hour No-Build traffic forecasts were prepared by
adding the projected annual background traffic growth to the existing traffic volumes. The 2030-2050
Build volumes were forecasted by adding the No-Build traffic volumes to the anticipated area
development site traffic generation for each Build Scenario. Forecasted 2050 ADT and Average
Daily Vehicle Miles Traveled (ADVMT) for surrounding roadways are provided in Appendix B. Trip
Generation Tables for 2030 (Phase 1) and 2040 (Phase 1 & 2) are provided in Appendix B. A
breakdown of expected Retail/ General Business land uses as provided by the City are also provided
in Appendix B. Note that the timing of development may not align precisely with the study years
analyzed, and specific land uses have yet to be identified. As new developments are approved within
the area, affected intersections will be reassessed based on the proposed uses.
Figures 5a – Figure 12b show the forecasted 2030, 2040, and 2050 No-Build and Build peak hour
traffic volumes for each scenario. Two Build alternatives were analyzed, Scenario 1 (Comp Plan)
and Scenario 2. Trips were redistributed for future Build scenarios that include a roundabout or
interchange at Marschall Road and TH 282/ TH 13.
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 13
Table 3a – Scenario 1 Trip Generation (Full Build)
Source: Institute of Transportation Engineers
Trip Generation Manual, 12th Edition
In Out Total In Out Total
NW LDR 210 - Single-Family
Detached Housing 2,256 Dwelling
Unit 426 1,153 1,579 1,301 797 2,098 20,507
426 1,153 1,579 1,301 797 2,098 20,507
LDR 210 - Single-Family
Detached Housing 1,164 Dwelling
Unit 220 595 815 671 411 1,082 10,581
MDR 215 - Single-Family
Attached Housing 578 Dwelling
Unit 68 204 272 168 127 295 3,797
R/GB Retail / General Business*65 KSF 159 98 257 127 171 298 1,955
PI 130 - Industrial Park 1,814 KSF 307 92 399 117 300 417 4,861
(16) (13) (29) (25) (25) (50) (386)
738 976 1,714 1,058 984 2,042 20,808
R/GB Retail / General Business*834 KSF 1,561 745 2,306 1,132 1,692 2,824 21,947
PI 130 - Industrial Park 400 KSF 68 20 88 26 66 92 1,073
(318) (274) (592) (447) (447) (894) (8,333)
1,311 491 1,802 711 1,311 2,022 14,687
LDR 210 - Single-Family
Detached Housing 780 Dwelling
Unit 147 399 546 450 276 726 7,090
R/GB Retail / General Business*342 KSF 664 330 994 471 706 1,177 8,842
(90) (73) (163) (132) (132) (264) (2,237)
721 656 1,377 789 850 1,639 13,695
LDR 210 - Single-Family
Detached Housing 340 Dwelling
Unit 64 174 238 196 120 316 3,091
MDR 215 - Single-Family
Attached Housing 404 Dwelling
Unit 47 142 189 117 89 206 2,654
R/GB Retail / General Business*146 KSF 298 154 452 216 318 534 3,925
(38) (31) (69) (57) (57) (114) (931)
371 439 810 472 470 942 8,739
NE LDR 210 - Single-Family
Detached Housing 326 Dwelling
Unit 62 167 229 188 115 303 2,963
62 167 229 188 115 303 2,963
3,629 3,882 7,511 4,519 4,527 9,046 81,399
*Includes a mix of uses: bank, daycare, salon, gas station, medical/dental office, small office, strip retail.
Total New Trips (Year 2050)
Subtotal East Area New Trips
Retail Pass-by
Subtotal West Area New Trips
Retail Pass-by
Subtotal SW Area New Trips
Subtotal SE Area New Trips
Subtotal NW Area New Trips
SW
West
Retail Pass-by
Subtotal NE Area New Trips
Retail Pass-by
E
SE
Trip Generation- Scenario 1. Comp Plan (Full Build-2050)
Area Land
Use ITE Code/Description # of Units Unit Type AM Trips PM Trips Weekday
Trips
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 14
Table 3b – Scenario 2 Trip Generation (Full Build)
Source: Institute of Transportation Engineers
Trip Generation Manual, 12th Edition
In Out Total In Out Total
LDR 210 - Single-Family
Detached Housing 1,953 Dwelling
Unit 369 998 1,367 1,126 690 1,816 17,753
MDR 215 - Single-Family
Attached Housing 521 Dwelling
Unit 61 184 245 151 114 265 3,423
HDR 220 - Multifamily Housing
(Low Rise)357 Dwelling
Unit 35 111 146 115 71 186 2,217
465 1,293 1,758 1,392 875 2,267 23,393
LDR 210 - Single-Family
Detached Housing 790 Dwelling
Unit 149 404 553 456 279 735 7,181
MDR 215 - Single-Family
Attached Housing 1,153 Dwelling
Unit 135 406 541 335 253 588 7,575
HDR 220 - Multifamily Housing
(Low Rise)603 Dwelling
Unit 59 188 247 194 119 313 3,745
R/GB Retail / General Business*246 KSF 458 217 675 330 497 827 6,932
PI 130 - Industrial Park 1,672 KSF 283 85 368 108 277 385 4,480
(150) (137) (287) (196) (196) (392) (4,225)
934 1,163 2,097 1,227 1,229 2,456 25,688
SW BO 750-Office Park 1,202 KSF 1,102 136 1,238 218 1,236 1,454 11,379
1,102 136 1,238 218 1,236 1,454 11,379
LDR 210 - Single-Family
Detached Housing 518 Dwelling
Unit 98 265 363 299 183 482 4,709
MDR 215 - Single-Family
Attached Housing 571 Dwelling
Unit 67 201 268 166 125 291 3,751
R/GB Retail / General Business*299 KSF 556 261 817 389 593 982 7,596
(82) (66) (148) (120) (120) (240) (2,020)
639 661 1,300 734 781 1,515 14,036
LDR 210 - Single-Family
Detached Housing 411 Dwelling
Unit 78 210 288 237 145 382 3,736
R/GB Retail / General Business*515 KSF 1,028 527 1,555 745 1,096 1,841 13,346
(138) (112) (250) (205) (205) (410) (3,415)
968 625 1,593 777 1,036 1,813 13,667
NE LDR 210 - Single-Family
Detached Housing 326 Dwelling
Unit 62 167 229 188 115 303 2,963
62 167 229 188 115 303 2,963
4,170 4,045 8,215 4,536 5,272 9,808 91,126
*Includes a mix of uses: bank, daycare, salon, gas station, medical/dental office, small office, strip retail.
Subtotal NE Area New Trips
Total New Trips (Year 2050)
Retail Pass-by
Subtotal SE Area New Trips
E
Retail Pass-by
Subtotal East Area New Trips
SE
Weekday
Trips
Subtotal NW Area New Trips
West
Retail Pass-by
Subtotal West Area New Trips
NW
Subtotal SW Area New Trips
Trip Generation- Scenario 2 (Full Build-2050)
Area Land
Use ITE Code/Description # of Units Unit Type AM Trips PM Trips
LEGEND
Count Location
Figure 4- Trip Distribution
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
Trip Distribution
1
3 4
2
5
1097
8
6
50%
20%
1-5%
1-5%
5%1%
20%
5%
35-45%
1-5%
1%
LEGEND
Count Location
Figure 5a- 2030 No-Build Peak Hour
Volumes
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
1097
8
6
v
(1
)
0
(4
3
)
7
4
(3
1
)
8
1
(1) 4
,(0) 0
(0) 0
18 (75)
x 2 4 8
4 (6)
f1
(
1
)
30
(
1
1
5
)
7
(
5
)
k
1 (3)
i r w s
(157) 38
(4
6
)
1
1
9
(2
2
9
)
5
6
0
,(111) 25
x 2 4
17
3
(
7
0
)
19
1
(
6
7
7
)
i r
(0) 0
,(0) 1
(2) 5
v
(1
)
0
(6
6
)
1
4
6
(0
)
0
1 (0)
x 2 4 8
0 (4)
1 (6)
f
k
1
(
5
)
w s
2
(
4
)
45
(
1
8
0
)
i r
(5) 8
v
(0
)
2
(2
0
4
)
5
1
5
(2
4
)
3
8
(9) 7
,
f
25 (49)
x 2 4 8
6 (8)
114 (69)k
s
3
(
9
)
13
5
(
5
8
9
)
56
(
1
5
2
)
i r w
(4) 0
(28) 28
v(138) 80
x
123 (81)
i w
f
45 (94)k
49
(
5
4
)
22
(
6
4
)
(32) 76
v
(3
)
1
(1
9
)
4
3
(4
)
1
4
(273) 304
,(15) 0
x 2 4 8
195 (348)
i r w s 3 (16)
20
(
8
5
)
11
(
8
1
)
15
(
2
2
)
k 15 (13)
f
LEGEND
Count Location
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
1097
8
6
Figure 5b- 2030 No-Build Peak Hour
Volumes
(54) 89
v
(1
1
)
2
4
(1
0
6
)
3
5
2
(1
)
0
(242) 234
,
x 2 4 8
134 (51)
1 (3)
75
(
4
0
9
)
44
(
1
2
3
)
k
f 149 (229)36
(
1
3
0
)
i r w s
(21) 15
(43
2
)
8
7
(1)
3
(11
9
)
3
7
4
(90
)
1
4
7
,
i
r
1 (0
)
x
2
4
67
(
1
7
8
)
(35
5
)
2
6
7
(105
)
1
5
4
,(2)
1
x
4
r71 (
1
8
2
)
(4) 3
v
(9
)
5
(1
)
1
(9
)
1
3
(436) 418
,
x 2 4 8
5 (24)
7 (14)
1
(
2
)
18
(
1
8
)
k
f 332 (494)6
(
3
)
i r w s
(11) 7
LEGEND
Count Location
Figure 6a- 2040 No-Build Peak Hour
Volumes
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
1097
8
6
1
(
1
)
31
(
1
2
1
)
7
(
6
)
k
1 (3)
i r w s
4 (7)
f
(0) 0
18 (75)
x 2 4 8
v
(1
)
0
(4
5
)
7
8
(3
1
)
8
1
(1) 4
,(0) 0
17
3
(
7
1
)
20
0
(
7
1
1
)
i r
x 2 4(157) 38
(4
6
)
1
1
9
(2
4
0
)
5
8
8
,(111) 25
2
(
4
)
47
(
1
8
6
)
i r
k
1
(
5
)
w s
0 (4)
1 (6)
f
(2) 5
v
(1
)
0
(6
8
)
1
5
0
(0
)
0
1 (0)
x 2 4 8
(0) 0
,(0) 1
3
(
1
0
)
14
1
(
6
1
5
)
58
(
1
5
8
)
i r w
(4) 0
119 (72)k
s
f
26 (52)
x 2 4 8
6 (9)
(5) 9
v
(0
)
2
(2
1
2
)
5
3
7
(2
5
)
4
0
(10) 8
,
47 (99)k
52
(
5
7
)
i w
f
23
(
6
7
)
x
128 (84)
(29) 30
v(144) 83
205 (365)
i r w s 3 (17)
20
(
8
6
)
12
(
8
5
)
16
(
2
3
)
k 16 (14)
f
x 2 4 8(32) 76
v
(3
)
1
(2
0
)
4
5
(4
)
1
5
(287) 320
,(16) 0
LEGEND
Count Location
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
1097
8
6
Figure 6b- 2040 No-Build Peak Hour
Volumes
38
(
1
3
7
)
i r w s
(22) 16
79
(
4
2
9
)
46
(
1
2
6
)
k
f 156 (240)
138 (52)
1 (3)
(57) 94
v
(1
2
)
2
5
(1
1
1
)
3
6
9
(1
)
0
(254) 246
,
x 2 4 8
70 (188)1 (0)x24(1)
3
(124) 392(95) 154
,ir(45
3
)
9
1
r74 (19
2
)
x4
(37
0
)
2
8
0
(110
)
1
6
2
,(2)
1
6
(
3
)
i r w s
(12) 8
1
(
2
)
19
(
1
9
)
k
f 346 (518)
5 (25)
8 (15)
(4) 3
v
(1
0
)
5
(1
)
1
(1
0
)
1
4
(455) 438
,
x 2 4 8
LEGEND
Count Location
Figure 7a- 2050 No-Build Peak Hour
Volumes
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
1097
8
6
1
(
1
)
33
(
1
2
7
)
7
(
6
)
k
1 (3)
i r w s
4 (7)
f
(0) 0
18 (75)
x 2 4 8
v
(1
)
0
(4
8
)
8
2
(3
1
)
8
1
(1) 4
,(0) 0
17
3
(
7
1
)
21
1
(
7
4
8
)
i r
x 2 4(158) 39
(4
6
)
1
1
9
(2
5
3
)
6
1
9
,(111) 25
2
(
5
)
48
(
1
9
1
)
i r
k
1
(
6
)
w s
0 (5)
1 (7)
f
(3) 5
v
(1
)
0
(7
0
)
1
5
4
(0
)
0
1 (0)
x 2 4 8
(0) 0
,(0) 1
3
(
1
0
)
14
7
(
6
4
2
)
61
(
1
6
5
)
i r w
(5) 0
124 (75)k
s
f
27 (54)
x 2 4 8
7 (9)
(6) 9
v
(0
)
2
(2
2
1
)
5
5
9
(2
6
)
4
2
(10) 8
,
50 (104)k
54
(
6
0
)
i w
f24
(
7
0
)
x
134 (88)
(31) 31
v(151) 87
215 (384)
i r w s 3 (18)
20
(
8
7
)
12
(
8
9
)
17
(
2
4
)
k 17 (15)
f
x 2 4 8(32) 76
v
(3
)
1
(2
1
)
4
7
(5
)
1
6
(301) 336
,(17) 0
LEGEND
Count Location
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
1097
8
6
Figure 7b- 2050 No-Build Peak Hour
Volumes
40
(
1
4
4
)
i r w s
(23) 17
83
(
4
5
0
)
47
(
1
2
9
)
k
f 164 (253)
141 (54)
1 (3)
(60) 99
v
(1
2
)
2
6
(1
1
7
)
3
8
7
(1
)
0
(267) 258
,
x 2 4 8
74 (
1
9
7
)
1 (0
)
x24
(1)
3
(13
0
)
4
1
2
(10
0
)
1
6
2
,
ir
(47
6
)
9
5
r78 (202
)
x
4
(3
8
5
)
2
9
3
(116)
1
7
0
,
(2)
1
7
(
3
)
i r w s
(12) 8
1
(
2
)
20
(
2
0
)
k
f 359 (543)
6 (26)
8 (16)
(5) 3
v
(1
0
)
6
(1
)
1
(1
0
)
1
5
(475) 460
,
x 2 4 8
LEGEND
Count Location
Figure 8a- 2030 Build Scenario 1 (Comp
Plan) & Scenario 2 Peak Hour Volumes
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
1097
8
6
v
(4
)
4
(4
6
)
7
8
(3
1
)
8
1
(1) 4
,(4) 1
(0) 0
18 (75)
x 2 4 8
4 (6)
f1
(
1
)
31
(
1
1
9
)
7
(
5
)
k
1 (3)
i r w s
(157) 38
(4
6
)
1
1
9
(3
4
6
)
7
3
1
,(111) 25
x 2 4
17
3
(
7
0
)
25
4
(
8
6
9
)
i r
(4) 1
,(0) 1
(2) 5
v
(1
)
0
(6
6
)
1
4
6
(2
4
)
8
23 (15)
x 2 4 8
4 (7)
9 (11)
f
k
4
(
1
4
)
w s
2
(
4
)
45
(
1
8
0
)
i r
(37) 54
v
(2
9
)
1
2
(2
0
4
)
5
1
5
(7
2
)
5
4
(23) 16
,
f
68 (78)
x 2 4 8
17 (21)
201 (129)k
s
20
(
6
1
)
13
5
(
5
8
9
)
88
(
2
5
0
)
i r w
(22) 26
(30) 31
v(160) 111
x
135 (116)
i w
f
53 (117)k
70
(
6
8
)
23
(
6
7
)
(55) 84
v
(3
)
1
(2
0
)
4
3
(7
)
1
5
(335) 324
,(15) 0
x 2 4 8
250 (386)
i r w s 6 (18)
41
(
9
9
)
12
(
8
2
)
15
(
2
2
)
k 15 (13)
f
LEGEND
Count Location
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
1097
8
6
Figure 8b- 2030 Build Scenario 1 (Comp
Plan) & Scenario 2 Peak Hour Volumes
Roundabout at
Intersection 7
(8 and 9 removed)
(93) 102
v
(1
1
)
2
4
(1
2
1
)
3
5
7
(7
)
2
(268) 243
,
x 2 4 8
142 (74)
7 (7)
88
(
4
1
8
)
65
(
1
3
7
)
k
f 173 (245)70
(
1
5
4
)
i r w s
(21) 15
(44
5
)
1
0
6
(1)
3
(140
)
3
8
1
(90
)
1
4
7
,
ir
1 (0
)
x24
67 (
1
7
8
)(38
5
)
3
1
0
(105)
1
5
4
,(2)
1
x4
r71 (18
2
)
(4) 3
v
(9
)
5
(1
)
1
(9
)
1
3
(466) 461
,
x 2 4 8
5 (24)
7 (14)
1
(
2
)
18
(
1
8
)
k
f 348 (542)6
(
3
)
i r w s
(11) 7
(21) 15
173 (245)
(93) 102
v
(1
1
)
2
4
(1
2
1
)
3
5
7
(9
7
)
1
4
9
(268) 243
,
i r w
f70
(
1
5
4
)
78 (189)
x 2 4 8
142 (74)k
s
88
(
4
1
8
)
65
(
1
3
7
)
LEGEND
Count Location
Figure 9a- 2040 Build Scenario 1 (Comp
Plan) Peak Hour Volumes
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
107
6 Roundabout interchange
at Intersection 4: NB and
SB through volumes
would be removed
v
(2
2
)
2
6
(9
8
)
1
4
4
(9
4
)
1
0
2
(7) 6
,(28) 14
(0) 0
74 (114)
x 2 4 8
17 (16)
f1
(
1
)
65
(
1
9
1
)
12
(
2
0
)
k
6 (7)
i r w s
(12) 6
,(2) 2
(5) 6
v
(1
)
0
(1
3
9
)
1
8
6
(1
0
9
)
3
7
103 (69)
x 2 4 8
11 (13)
77 (70)
f
k
50
(
1
0
7
)
w s
7
(
8
)
10
7
(
2
3
9
)
i r
(111) 165
v
(1
0
4
)
3
7
(5
0
3
)
7
9
8
(8
0
)
6
1
(89) 83
,
f
75 (88)
x 2 4 8
68 (97)
211 (172)k
s
59
(
1
7
6
)
36
1
(
9
0
9
)
13
3
(
2
6
4
)
i r w
(70) 98
(41) 45
v(215) 174
x
172 (182)
i w
f31
(
8
3
)
73
(
7
1
)
55 (122)k
(239) 147
v
(3
)
1
(3
0
)
4
9
(1
1
)
1
9
(418) 406
,(16) 0
x 2 4 8
325 (481)
i r w s 9 (23)
21
5
(
2
1
8
)
22
(
9
2
)
16
(
2
3
)
k 16 (14)
f
(8
2
)
1
3
1
(6
5
1
)
1
0
9
5
,(133) 57
2 4
18
8
(
1
1
7
)
49
8
(
1
3
4
0
)
i r
2: Partial Access with
backage road to the
north from 160th
LEGEND
Count Location
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
107
6
Figure 9b- 2040 Build Scenario 1 (Comp
Plan) Peak Hour Volumes
Roundabout at
Intersection 7
NB Ramps: Diamond
Interchange at
Intersection 7
SB Ramps: Diamond
Interchange at
Intersection 7
(4) 3
v
(1
0
)
5
(1
)
1
(1
0
)
1
4
(681) 720
,
x 2 4 8
5 (25)
8 (15)
1
(
2
)
19
(
1
9
)
k
f 491 (819)6
(
3
)
i r w s
(12) 8(22) 16
247 (338)
(96) 107
v
(1
2
)
2
5
(1
7
7
)
3
9
5
(1
1
4
)
1
6
7
(352) 324
,
i r w s
f72
(
1
6
1
)
84 (209)
x 2 4 8
267 (327)k
14
5
(
4
7
5
)
29
3
(
3
2
6
)
v(448) 431
,(22) 16
272 (350)
i r w s 84 (209)
72
(
1
6
1
)
(
)29
3
(
3
2
6
)
f
(678) 617
(96) 107
v
(1
2
)
2
5
()
(1
1
4
)
1
6
7
x 2 4 8
331 (547)
267 (327)
f
k
LEGEND
Count Location
Figure 10a- 2040 Build Scenario 2
Peak Hour Volumes
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
107
6 Roundabout interchange
at Intersection 4: NB and
SB through volumes
would be removed
v
(3
7
)
3
5
(1
3
4
)
1
6
6
(1
0
8
)
1
0
7
(8) 6
,(38) 27
(0) 0
94 (125)
x 2 4 8
21 (18)
f1
(
1
)
99
(
2
1
7
)
13
(
2
3
)
k
8 (8)
i r w s
(8
9
)
1
3
4
(9
3
2
)
1
2
6
1
,(139) 68
2 4
19
2
(
1
2
7
)
77
2
(
1
5
6
4
)
i r
2: Partial Access with
backage road to the
north from 160th
(16) 13
,(3) 2
(5) 6
v
(1
)
0
(1
5
5
)
1
9
7
(1
3
8
)
4
7
139 (90)
x 2 4 8
14 (20)
102 (116)
f
k
97
(
1
4
3
)
w s
9
(
9
)
12
7
(
2
5
5
)
i r
(142) 219
v
(1
3
2
)
4
7
(7
0
3
)
8
9
6
(8
5
)
7
0
(122) 144
,
f
78 (97)
x 2 4 8
87 (154)
235 (244)k
s
75
(
2
2
0
)
56
6
(
1
0
4
7
)
21
1
(
3
0
4
)
i r w
(90) 131
(48) 50
v(253) 200
x
207 (212)
i w
f37
(
8
9
)
73
(
7
1
)
55 (122)k
(295) 166
v
(3
)
1
(3
3
)
5
0
(1
4
)
2
5
(479) 526
,(16) 0
x 2 4 8
362 (594)
i r w s 11 (28)
28
2
(
2
5
7
)
25
(
9
4
)
16
(
2
3
)
k 16 (14)
f
LEGEND
Count Location
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
107
6
Figure 10b- 2040 Build Scenario 2
Peak Hour Volumes
NB Ramps: Diamond
Interchange at
Intersection 7
SB Ramps: Diamond
Interchange at
Intersection 7
Roundabout at
Intersection 7
(4) 3
v
(1
0
)
5
(1
)
1
(1
0
)
1
4
(833) 825
,
x 2 4 8
5 (25)
8 (15)
1
(
2
)
19
(
1
9
)
k
f 630 (936)6
(
3
)
i r w s
(12) 8(22) 16
286 (457)
(96) 107
v
(1
2
)
2
5
(1
7
2
)
4
0
1
(1
4
9
)
1
9
6
(416) 449
,
i r w s
f72
(
1
6
1
)
103 (248)
x 2 4 8
325 (480)k
14
8
(
4
7
5
)
45
2
(
4
3
1
)
v(512) 556
,(22) 16
311 (469)
i r w s 103 (248)
72
(
1
6
1
)
(
)45
2
(
4
3
1
)
f
(847) 901
(96) 107
v
(1
2
)
2
5
()
(1
4
9
)
1
9
6
x 2 4 8
389 (705)
325 (480)
f
k
LEGEND
Count Location
Figure 11a- 2050 Build Scenario 1 (Comp
Plan) Peak Hour Volumes
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
107
6 Roundabout interchange
at Intersection 4: NB and
SB through volumes
would be removed
v
(1
8
9
)
1
5
8
(2
5
3
)
2
4
5
(1
9
9
)
1
3
6
(33) 15
,(171) 168
(0) 0
167 (178)
x 2 4 8
33 (27)
f1
(
1
)
20
3
(
3
1
8
)
18
(
3
8
)
k
30 (23)
i r w s
(1
2
1
)
1
4
4
(1
6
8
9
)
1
7
2
8
,(157) 92
2 4
20
3
(
1
6
2
)
14
4
9
(
2
2
5
3
)
i r
(64) 48
,(100) 121
(35) 16
v
(1
0
9
)
5
7
(4
7
0
)
3
6
0
(2
4
3
)
1
2
1
221 (184)
x 2 4 8
76 (55)
161 (136)
f
k
12
1
(
2
3
2
)
w s
31
(
2
5
)
40
8
(
4
7
5
)
i r
(264) 308
v
(2
1
9
)
1
1
2
(1
2
5
5
)
1
1
9
8
(1
0
3
)
7
5
(139) 153
,
f
96 (105)
x 2 4 8
139 (148)
218 (200)k
s
16
8
(
3
4
1
)
12
5
6
(
1
6
1
5
)
15
3
(
2
8
7
)
i r w
(172) 195
(75) 69
v(276) 234
x
218 (250)
i w
f60
(
1
1
4
)
75
(
7
4
)
58 (127)k
(495) 306
v
(3
)
1
(4
4
)
5
9
(2
6
)
4
1
(731) 828
,(17) 0
x 2 4 8
563 (932)
i r w s 20 (45)
43
8
(
4
3
8
)
33
(
1
0
7
)
32
2
(
2
4
8
)
k 188 (339)
f
2: Partial Access with
backage road to the
north from 160th
LEGEND
Count Location
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
107
6
Figure 11b- 2050 Build Scenario 1 (Comp
Plan) Peak Hour Volumes
Roundabout at
Intersection 7
NB Ramps: Diamond
Interchange at
Intersection 7
SB Ramps: Diamond
Interchange at
Intersection 7
(217) 156
v
(6
3
6
)
3
2
0
(7
5
3
)
7
0
3
(3
2
1
)
1
2
6
(507) 465
,
x 2 4 8
518 (691)
315 (185)
68
7
(
8
8
2
)
60
0
(
6
5
4
)
k
f 373 (504)19
2
(
2
3
2
)
i r w s
(164) 147
(5) 3
v
(1
1
1
)
8
0
(1
)
1
(1
2
4
)
9
9
(1300) 1112
,
x 2 4 8
6 (26)
84 (103)
1
(
2
)
20
(
2
0
)
k
f 1010 (1304)7
(
3
)
i r w s
(107) 91
v(724) 621
,(164) 147
693 (1140)
i r w s 315 (185)
19
2
(
2
3
2
)
(
)
60
0
(
6
5
4
)
f
(1161) 1065
(217) 156
v
(6
3
6
)
3
2
0
()
(3
2
1
)
1
2
6
x 2 4 8
688 (689)
518 (691)
f
k
LEGEND
Count Location
Figure 12a- 2050 Build Scenario 2
Peak Hour Volumes
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
107
6 Roundabout interchange
at Intersection 4: NB and
SB through volumes
would be removed
v
(2
0
7
)
1
6
3
(2
8
8
)
2
5
0
(2
1
1
)
1
4
1
(36) 16
,(161) 194
(0) 0
185 (188)
x 2 4 8
36 (29)
f1
(
1
)
22
9
(
3
1
7
)
19
(
4
1
)
k
33 (25)
i r w s
(1
2
6
)
1
4
6
(1
9
6
2
)
1
7
5
6
,(162) 100
2 4
20
5
(
1
6
8
)
16
3
6
(
2
2
6
8
)
i r
(74) 84
,(77) 111
(38) 17
v
(1
0
2
)
4
0
(4
7
7
)
3
3
8
(2
7
1
)
1
4
6
255 (218)
x 2 4 8
93 (68)
196 (191)
f
k
19
4
(
2
7
1
)
w s
34
(
2
7
)
40
3
(
4
3
7
)
i r
(395) 416
v
(2
8
6
)
1
6
7
(1
4
0
0
)
1
1
6
9
(1
0
6
)
8
0
(180) 257
,
f
96 (108)
x 2 4 8
180 (205)
239 (272)k
s
23
5
(
4
2
0
)
13
2
7
(
1
5
1
2
)
22
1
(
3
2
6
)
i r w
(236) 250
(83) 70
v(321) 260
x
259 (279)
i w
f
65
(
1
1
4
)
75
(
7
4
)
58 (127)k
(547) 353
v
(3
)
1
(4
7
)
6
1
(2
4
)
4
4
(682) 890
,(17) 0
x 2 4 8
531 (1016)
i r w s 19 (50)
50
4
(
5
0
3
)
36
(
1
1
0
)
27
8
(
1
6
6
)
k 136 (317)
f
LEGEND
Count Location
Annexation Area AUAR
Prior Lake, MN
Ba
s
e
l
i
n
e
A
v
e
160th St
170th St
St
e
m
m
e
r
Ri
d
g
e
R
d
Ve
r
g
u
s
A
v
e
LEGEND
50 (75) AM (PM) Turning Movements
248 Turning Movement
1
3 4
2
5
107
6
Figure 12b- 2050 Build Scenario 2
Peak Hour Volumes
NB Ramps: Diamond
Interchange at
Intersection 7
SB Ramps: Diamond
Interchange at
Intersection 7
Roundabout at
Intersection 7
(210) 124
v
(5
9
7
)
1
9
3
(7
1
5
)
6
2
0
(3
3
8
)
7
3
(561) 576
,
x 2 4 8
597 (823)
286 (109)
61
9
(
7
4
5
)
72
6
(
7
6
9
)
k
f 413 (610)17
4
(
1
8
7
)
i r w s
(155) 132
(5) 3
v
(1
0
3
)
8
0
(1
)
1
(1
1
5
)
9
9
(1445) 1122
,
x 2 4 8
6 (26)
76 (97)
1
(
2
)
20
(
2
0
)
k
f 1104 (1292)7
(
3
)
i r w s
(100) 82
v(771) 700
,(155) 132
606 (1207)
i r w s 286 (109)
17
4
(
1
8
7
)
(
)72
6
(
7
6
9
)
f
(1330) 1302
(210) 124
v
(5
9
7
)
1
9
3
()
(3
3
8
)
7
3
x 2 4 8
699 (719)
597 (823)
f
k
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 32
TRAFFIC OPERATIONS ANALYSIS
Existing and/or forecasted traffic operations were evaluated at the impacted area intersections in
the study area. The analysis was conducted for the following scenarios.
1. Existing 2025 Conditions
2. Projected 2030 No-Build
3. Projected 2030 Build Scenario 1 – Comp Plan & Scenario 2
a. Existing Geometry and Traffic Control
b. Mitigation Options
4. Projected 2040 No-Build
5. Projected 2040 Build Scenario 1 – Comp Plan
a. Recommended Mitigation from 2030 Build Scenario
b. Additional Mitigation Options
6. Projected 2040 Build Scenario 2
a. Recommended Mitigation from 2030 Build Scenario
b. Additional Mitigation Options
7. Projected 2050 No-Build
8. Projected 2050 Build Scenario 1 – Comp Plan
a. Recommended Mitigation from 2040 Build Scenario
b. Additional Mitigation Options
9. Projected 2050 Build Scenario 2
a. Recommended Mitigation from 2040 Build Scenario
b. Additional Mitigation Options
The following sections describe the methodology used to assess the operations and provide a
summary of traffic operations for each scenario.
Methodology
Synchro / SimTraffic and HCS software was used to simulate existing and future traffic operations
within the study area.
Synchro is a macroscopic software application used for optimizing traffic signal timing and
performing capacity analysis of roadway networks consisting of stop, yield, and signalized traffic
control conditions. The underlying equations are based on Highway Capacity Manual procedures.
SimTraffic is a microscopic software application that performs simulation and animation of vehicular
traffic based on Synchro inputs. SimTraffic follows individual cars and uses a wide variety of
variables (including some random variables) to simulate real-world driver behavior.
HCS7 is a macroscopic software that implements methods and procedures based on the Highway
Capacity Manual to determine capacity and level of service. HCS7 requires fewer inputs than
Synchro and is typically used at the planning level for roundabouts.
Figure 13 depicts a graphical interpretation of delay times that define level of service. The delay
thresholds are lower for un-signalized intersections than signalized intersections due to the public’s
perception of acceptable delays for different traffic controls as indicated in the HCM. In accordance
with the Minnesota Department of Transportation (MnDOT) guidelines, this analysis used the LOS
D/E boundary as an indicator of acceptable traffic operations. A 100-foot queue is approximately
equal to four cars. The Facility Design Guide (FDG) states that the unsignalized grading criteria
should not be used for roundabouts and will therefore not be reported in the analysis tables.
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 33
Figure 13: LOS Ranges for Signalized and Un-signalized Intersections
LOS and other Measures of Effectiveness (MOEs) were calculated from the models and are
discussed in the following sections for each scenario.
Existing Conditions
The existing traffic operations were evaluated at intersections in the study area for the AM and PM
peak hours. The traffic volumes shown in Figure 2a-2b were used in the Existing Conditions
analysis. Table 4 summarizes the existing LOS and delays at the primary intersections in the study
area based on the current lane geometry, traffic control and existing traffic volumes.
80
55
35
20
10
LOS A
LOS B
LOS C
LOS D
LOS E
LOS F
No
t
C
o
n
g
e
s
t
e
d
Co
n
g
e
s
t
e
d
50
35
25
10
LOS A
LOS B
LOS C
LOS D
LOS E
LOS F
No
t
C
o
n
g
e
s
t
e
d
Co
n
g
e
s
t
e
d
15
Signalized Intersection Unsignalized Intersection
Co
n
t
r
o
l
D
e
l
a
y
p
e
r
V
e
h
i
c
l
e
(
s
e
c
.
)
Co
n
t
r
o
l
D
e
l
a
y
p
e
r
V
e
h
i
c
l
e
(
s
e
c
.
)
SOURCE: Level of Service thresholds from the Highway Capacity Manual, 2000.
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 34
Table 4 – Existing Traffic Operations Summary
The analysis results show that all intersections are operating at an overall acceptable overall LOS
C or better during the weekday AM and PM peak hours. All movements are operating at LOS D or
better, with the southbound Marschall Road through and left-turn movements experiencing the
most delay at the intersection with TH 282. The maximum southbound queue reaches nearly 300
feet during the PM peak hour, but no other queues issues were observed in the existing condition.
Left Through Right Left Through Right
NB 0 (A)1 (A)0 (A)0 (A)1 (A)0 (A)
WB 1 (A)0 (A)1 (A)0 (A)0 (A)1 (A)
SB 0 (A)0 (A)0 (A)1 (A)1 (A)0 (A)
EB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
NB 4 (A)5 (A)0 (A)7 (A)3 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)1 (A)1 (A)0 (A)3 (A)2 (A)
EB 3 (A)0 (A)1 (A)7 (A)0 (A)3 (A)
NB 0 (A)5 (A)0 (A)0 (A)3 (A)0 (A)
WB 0 (A)3 (A)5 (A)0 (A)5 (A)3 (A)
SB 0 (A)1 (A)0 (A)1 (A)2 (A)0 (A)
EB 0 (A)0 (A)0 (A)1 (A)0 (A)0 (A)
NB 6 (A)7 (A)5 (A)0 (A)4 (A)3 (A)
WB 10 (B)11 (B)5 (A)15 (C)4 (A)3 (A)
SB 4 (A)3 (A)1 (A)7 (A)7 (A)6 (A)
EB 9 (A)10 (B)0 (A)15 (C)15 (C)5 (A)
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)1 (A)0 (A)
SB 5 (A)0 (A)2 (A)6 (A)0 (A)4 (A)
EB 2 (A)1 (A)0 (A)2 (A)1 (A)0 (A)
NB 0 (A)11 (B)3 (A)7 (A)10 (B)2 (A)
WB 10 (B)7 (A)5 (A)8 (A)8 (A)8 (A)
SB 5 (A)10 (B)3 (A)10 (B)15 (C)5 (A)
EB 4 (A)1 (A)0 (A)3 (A)2 (A)1 (A)
NB 9 (A)11 (B)0 (A)8 (A)8 (A)4 (A)
WB 3 (A)14 (B)7 (A)13 (B)15 (C)5 (A)
SB 13 (B)14 (B)10 (B)32 (D)31 (D)19 (C)
EB 14 (B)19 (C)9 (A)13 (B)18 (C)11 (B)
NB 4 (A)8 (A)0 (A)2 (A)3 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)1 (A)1 (A)0 (A)3 (A)0 (A)
EB 10 (B)2 (A)5 (A)0 (A)0 (A)8 (A)
NB 0 (A)4 (A)0 (A)0 (A)3 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
EB 4 (A)0 (A)3 (A)5 (A)1 (A)6 (A)
NB 5 (A)10 (B)3 (A)7 (A)11 (B)2 (A)
WB 2 (A)2 (A)0 (A)3 (A)3 (A)2 (A)
SB 7 (A)0 (A)3 (A)9 (A)7 (A)2 (A)
EB 2 (A)2 (A)1 (A)2 (A)2 (A)1 (A)
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 4 (A)3 (A)
Th
r
u
-
S
t
o
p
2 (A)
Th
r
u
-
S
t
o
p
Marschall Rd & 170th
St/Shoreline Blvd 6 (A)7 (A)
Th
r
u
-
S
t
o
p
Shoreline Blvd &
Stemmer Ridge Rd
Baseline Ave & 170th St 4 (A)2 (A)
1 (A)
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
1 (A)
PM Peak
Movement Delay* (LOS)
1 (A)
Th
r
u
-
S
t
o
p
AM Peak
Movement Delay* (LOS)
Baseline Ave & 160th St
All
-
W
a
y
S
t
o
p
Marschall Rd & TH 282 13 (B)21 (C)
Th
r
u
-
S
t
o
p
TH 13 & Marschall Rd 5 (A)5 (A)
Th
r
u
-
S
t
o
p
Baseline Ave & TH 282 4 (A)7 (A)
Th
r
u
-
S
t
o
p
TH 13 & TH 282 3 (A)3 (A)
Th
r
u
-
S
t
o
p
Vergus Ave & TH 13 2 (A)3 (A)
* Delay measured in seconds per vehicle
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 35
2030 No-Build Analysis
Table 5 shown below summarizes the LOS and delays at the primary intersections in the study
area based on the current lane geometry, traffic control and projected 2030 No-Build peak hour
traffic volumes shown in Figure 5a-5b without any AUAR development.
Table 5 – 2030 No-Build Traffic Operations Summary
The analysis results show that all intersections are expected to operate similar to existing conditions
with a slight increase in delay, but at an acceptable overall LOS C or better during the weekday AM
Left Through Right Left Through Right
NB 0 (A)2 (A)2 (A)0 (A)2 (A)1 (A)
WB 3 (A)1 (A)2 (A)4 (A)1 (A)2 (A)
SB 1 (A)0 (A)0 (A)1 (A)1 (A)0 (A)
EB 0 (A)8 (A)0 (A)0 (A)5 (A)0 (A)
NB 7 (A)7 (A)0 (A)7 (A)4 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)2 (A)2 (A)0 (A)4 (A)2 (A)
EB 9 (A)1 (A)5 (A)31 (D)0 (A)26 (D)
NB 0 (A)3 (A)0 (A)1 (A)3 (A)0 (A)
WB 0 (A)3 (A)3 (A)0 (A)6 (A)3 (A)
SB 1 (A)1 (A)0 (A)1 (A)2 (A)3 (A)
EB 2 (A)0 (A)1 (A)4 (A)0 (A)0 (A)
NB 7 (A)8 (A)7 (A)0 (A)5 (A)4 (A)
WB 12 (B)9 (A)6 (A)23 (C)6 (A)3 (A)
SB 5 (A)3 (A)2 (A)8 (A)8 (A)6 (A)
EB 11 (B)13 (B)0 (A)12 (B)16 (C)5 (A)
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 0 (A)1 (A)0 (A)0 (A)1 (A)1 (A)
SB 6 (A)0 (A)3 (A)6 (A)0 (A)3 (A)
EB 2 (A)1 (A)0 (A)3 (A)1 (A)0 (A)
NB 0 (A)11 (B)3 (A)9 (A)11 (B)1 (A)
WB 9 (A)7 (A)5 (A)7 (A)8 (A)6 (A)
SB 8 (A)9 (A)2 (A)14 (B)18 (C)8 (A)
EB 3 (A)3 (A)0 (A)2 (A)2 (A)1 (A)
NB 14 (B)16 (C)0 (A)8 (A)9 (A)7 (A)
WB 0 (A)16 (C)10 (B)15 (C)16 (C)8 (A)
SB 16 (C)13 (B)9 (A)51 (F)52 (F)24 (C)
EB 18 (C)24 (C)11 (B)17 (C)22 (C)13 (B)
NB 5 (A)8 (A)0 (A)3 (A)3 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)1 (A)0 (A)0 (A)3 (A)0 (A)
EB 19 (C)2 (A)5 (A)0 (A)3 (A)8 (A)
NB 0 (A)4 (A)0 (A)0 (A)3 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
EB 5 (A)0 (A)2 (A)6 (A)0 (A)7 (A)
NB 3 (A)12 (B)2 (A)8 (A)0 (A)3 (A)
WB 2 (A)2 (A)2 (A)4 (A)3 (A)2 (A)
SB 7 (A)7 (A)3 (A)8 (A)12 (B)3 (A)
EB 2 (A)2 (A)1 (A)3 (A)2 (A)1 (A)
* Delay measured in seconds per vehicle
Th
r
u
-
S
t
o
p
TH 13 & TH 282 4 (A)4 (A)
Th
r
u
-
S
t
o
p
Vergus Ave & TH 13 2 (A)3 (A)
Al
l
-
W
a
y
S
t
o
p
Marschall Rd & TH 282 17 (C)31 (D)
Th
r
u
-
S
t
o
p
TH 13 & Marschall Rd 5 (A)6 (A)
Th
r
u
-
S
t
o
p
Baseline Ave & TH 282 5 (A)7 (A)
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
2 (A)
PM Peak
Movement Delay* (LOS)
2 (A)
Th
r
u
-
S
t
o
p
AM Peak
Movement Delay* (LOS)
Baseline Ave & 160th St
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 5 (A)9 (A)
Th
r
u
-
S
t
o
p
2 (A)
Th
r
u
-
S
t
o
p
Marschall Rd & 170th
St/Shoreline Blvd 7 (A)8 (A)
Th
r
u
-
S
t
o
p
Shoreline Blvd &
Stemmer Ridge Rd
Baseline Ave & 170th St 2 (A)2 (A)
2 (A)
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 36
peak hour and LOS D or better during the weekday PM peak hour. The 160th Street approach at
Marschall Road is expected to see higher delays with the SMSC development going in. All
movements on the network are expected to continue operating at LOS D or better, except for the
southbound through/left-turn movement on Marschall Road at TH 282 during the PM peak hour.
Maximum queues for that lane are expected to reach over 500 feet if the intersection is not
improved.
2030 Build Analysis – Scenario 1 (Comp Plan)- Existing Geometry and Traffic Control
Table 6 summarizes the LOS and delays at the primary intersections in the study area based on
the existing lane geometry, traffic control and projected 2030 traffic volumes with completion of
Phase 1 of the development area, assuming Land Use Scenario 1 (Comp Plan) (Figures 8a-8b).
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 37
Table 6 – 2030 Build Traffic Operations Summary – Scenario 1- Existing Geometry and
Traffic Control
The analysis results show that a majority of intersections are expected to operate similar to 2030
No-Build conditions with a slight increase in delay. However, the southbound Marschall Road
approach at TH 282 is expected to experience a failing LOS during the PM peak hour, with
maximum queues reaching 1,300 feet. The minor approaches of 170th Street and Shoreline
Boulevard at Marschall Road are also expected to experience failing levels of service due to the
lack in gaps on Marschall Road. Maximum westbound queues are expected to reach nearly 400
feet and eastbound queues expected to reach over 140 feet. Based on discussion with local
Left Through Right Left Through Right
NB 0 (A)1 (A)0 (A)1 (A)0 (A)0 (A)
WB 2 (A)7 (A)1 (A)4 (A)10 (B)2 (A)
SB 0 (A)0 (A)0 (A)1 (A)1 (A)0 (A)
EB 0 (A)8 (A)0 (A)0 (A)7 (A)1 (A)
NB 3 (A)2 (A)0 (A)7 (A)2 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)3 (A)2 (A)0 (A)5 (A)3 (A)
EB 12 (B)0 (A)3 (A)160 (F)0 (A)162 (F)
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 3 (A)8 (A)1 (A)4 (A)9 (A)2 (A)
SB 1 (A)0 (A)0 (A)1 (A)1 (A)0 (A)
EB 2 (A)5 (A)1 (A)2 (A)8 (A)0 (A)
NB 2 (A)3 (A)1 (A)7 (A)2 (A)1 (A)
WB 36 (E)36 (E)15 (C)224 (F)168 (F)16 (C)
SB 6 (A)2 (A)0 (A)5 (A)5 (A)1 (A)
EB 30 (D)32 (D)5 (A)84 (F)72 (F)12 (B)
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)1 (A)1 (A)
SB 7 (A)0 (A)3 (A)8 (A)0 (A)4 (A)
EB 2 (A)0 (A)0 (A)3 (A)1 (A)0 (A)
NB 5 (A)12 (B)3 (A)6 (A)15 (C)3 (A)
WB 2 (A)1 (A)0 (A)2 (A)2 (A)1 (A)
SB 8 (A)12 (B)2 (A)14 (B)17 (C)5 (A)
EB 3 (A)4 (A)0 (A)4 (A)3 (A)2 (A)
NB 19 (C)24 (C)12 (B)12 (B)11 (B)7 (A)
WB 18 (C)23 (C)17 (C)20 (C)27 (D)18 (C)
SB 10 (B)11 (B)5 (A)203 (F)204 (F)142 (F)
EB 20 (C)25 (D)17 (C)29 (D)33 (D)25 (D)
NB 7 (A)10 (B)0 (A)4 (A)5 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)1 (A)0 (A)0 (A)4 (A)0 (A)
EB 11 (B)4 (A)5 (A)0 (A)2 (A)7 (A)
NB 0 (A)5 (A)0 (A)0 (A)3 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)0 (A)0 (A)0 (A)1 (A)0 (A)
EB 5 (A)0 (A)3 (A)5 (A)0 (A)3 (A)
NB 6 (A)8 (A)2 (A)6 (A)13 (B)2 (A)
WB 4 (A)2 (A)1 (A)4 (A)3 (A)2 (A)
SB 8 (A)5 (A)3 (A)9 (A)8 (A)4 (A)
EB 1 (A)1 (A)1 (A)3 (A)1 (A)0 (A)
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 3 (A)31 (D)
Th
r
u
-
S
t
o
p
2 (A)
Th
r
u
-
S
t
o
p
Marschall Rd & 170th
St/Shoreline Blvd 9 (A)22 (C)
Th
r
u
-
S
t
o
p
Shoreline Blvd &
Stemmer Ridge Rd
Baseline Ave & 170th St 0 (A)1 (A)
1 (A)
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
0 (A)
PM Peak
Movement Delay* (LOS)
2 (A)
Th
r
u
-
S
t
o
p
Mid Peak
Movement Delay* (LOS)
Baseline Ave & 160th St
Al
l
-
W
a
y
S
t
o
p
Marschall Rd & TH
282/TH282 20 (C)101 (F)
Th
r
u
-
S
t
o
p
TH 13 & Marschall Rd 7 (A)6 (A)
Th
r
u
-
S
t
o
p
Baseline Ave & TH 282 4 (A)4 (A)
Th
r
u
-
S
t
o
p
TH 13 & TH 282 4 (A)4 (A)
Th
r
u
-
S
t
o
p
Vergus Ave & TH 13 2 (A)2 (A)
* Delay measured in seconds per vehicle
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 38
agencies, a roundabout is planned at both intersections with failing movements. A single-lane
roundabout was analyzed at both intersections using HCS, Table 7 summarizes the delays. It is
assumed that a dual lane or hybrid (2x1) roundabout would not be necessary in year 2030.
Separate turn lanes on 160th Street at Marschall Road were also analyzed to reduce delays for the
stop-controlled approach. Eastbound right-turn movement delays were significantly improved, but
the left-turn movement is expected to fail if the intersection remains full access.
Table 7 – 2030 Build Traffic Mitigation Operations Summary – Scenario 1- Roundabouts
at Marschall Rd with TH 282 and 170th Street/Shoreline Blvd, Eastbound Turn Lanes at
160th Street
The analysis results show that the two roundabout mitigation measures will reduce delay and
improve operations at the intersections. All roundabout approaches are expected to operate with
less than 25 seconds of delay, except for the southbound approach at TH 282/ TH 13 in the PM
peak hour. The southbound Marschall Road approaches at both intersections will experience the
most delay, but maximum queues are expected to stay below 400 feet.
2030 Build Analysis – Scenario 2 - Existing Geometry and Traffic Control
Based on land uses and phasing of development, phase 1 for Scenario 1 and 2 is expected to
generate the same number of trips and produce the same analysis results. See the 2030 Build
Analysis – Scenario 1 (Comp Plan) for results and recommendations.
2040 No-Build Analysis
Table 8 summarizes the LOS and delays at the primary intersections in the study area based on
the current lane geometry, traffic control and projected 2040 No-Build peak hour traffic volumes
shown in Figure 6a-6b without any area development.
Left Through Right Left Through Right
NB 3 (A)2 (A)0 (A)9 (A)2 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)3 (A)2 (A)0 (A)5 (A)3 (A)
EB 12 (B)0 (A)2 (A)117 (F)0 (A)26 (D)
NB
WB
SB
EB
NB
WB
SB
EB
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd & TH
282/TH 13 12 23
17
13
6
8
8
10
38
22
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
PM Peak
Movement Delay* (LOS)
Mid Peak
Movement Delay* (LOS)
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 3 (A)17 (C)
Ro
u
n
d
a
b
o
u
t
Marschall Rd & 170th
St/Shoreline Blvd 9 16
10
12
5
10
8
6
21
10
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 39
Table 8 – 2040 No-Build Traffic Operations Summary
The analysis results show that all intersections are expected to operate similar to the 2030 No-
Build conditions with a slight increase in delay, but at an acceptable overall LOS C or better during
the weekday AM and PM peak hours, except for the Marschall Road and TH 282 intersection. All
movements are expected to continue operating at LOS D or better except the southbound approach
of Marschall Road at TH 282. The through and left-turn movements during the PM peak hour are
expected to operate at a failing level, with a maximum queue of 710 feet. If a southbound left-turn
lane was added to this approach, all movements would operate at a LOS D or better.
Left Through Right Left Through Right
NB 0 (A)3 (A)2 (A)0 (A)2 (A)1 (A)
WB 4 (A)1 (A)3 (A)5 (A)1 (A)3 (A)
SB 1 (A)1 (A)0 (A)1 (A)1 (A)0 (A)
EB 0 (A)8 (A)0 (A)0 (A)5 (A)0 (A)
NB 7 (A)7 (A)0 (A)8 (A)4 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)2 (A)2 (A)0 (A)5 (A)3 (A)
EB 12 (B)1 (A)4 (A)32 (D)0 (A)28 (D)
NB 0 (A)4 (A)0 (A)0 (A)3 (A)0 (A)
WB 0 (A)3 (A)3 (A)0 (A)4 (A)4 (A)
SB 0 (A)1 (A)1 (A)1 (A)3 (A)2 (A)
EB 2 (A)0 (A)0 (A)3 (A)0 (A)0 (A)
NB 14 (B)8 (A)7 (A)0 (A)5 (A)4 (A)
WB 12 (B)15 (C)6 (A)30 (D)6 (A)3 (A)
SB 5 (A)3 (A)1 (A)8 (A)8 (A)6 (A)
EB 11 (B)13 (B)0 (A)25 (D)23 (C)10 (B)
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 0 (A)1 (A)0 (A)0 (A)1 (A)1 (A)
SB 6 (A)0 (A)3 (A)6 (A)0 (A)3 (A)
EB 2 (A)1 (A)0 (A)2 (A)1 (A)0 (A)
NB 0 (A)12 (B)4 (A)7 (A)12 (B)5 (A)
WB 6 (A)7 (A)6 (A)8 (A)8 (A)7 (A)
SB 9 (A)12 (B)3 (A)15 (C)21 (C)9 (A)
EB 3 (A)3 (A)0 (A)3 (A)3 (A)1 (A)
NB 12 (B)15 (C)0 (A)8 (A)9 (A)7 (A)
WB 13 (B)16 (C)10 (B)16 (C)18 (C)9 (A)
SB 16 (C)16 (C)11 (B)70 (F)72 (F)36 (E)
EB 18 (C)25 (D)17 (C)18 (C)24 (C)13 (B)
NB 5 (A)9 (A)0 (A)3 (A)4 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)1 (A)1 (A)0 (A)3 (A)0 (A)
EB 15 (C)2 (A)5 (A)0 (A)0 (A)8 (A)
NB 0 (A)4 (A)0 (A)0 (A)3 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
EB 5 (A)0 (A)3 (A)6 (A)0 (A)5 (A)
NB 6 (A)8 (A)3 (A)8 (A)12 (B)3 (A)
WB 3 (A)2 (A)2 (A)3 (A)3 (A)2 (A)
SB 8 (A)11 (B)4 (A)11 (B)10 (B)6 (A)
EB 2 (A)2 (A)1 (A)3 (A)2 (A)1 (A)
* Delay measured in seconds per vehicle
Th
r
u
-
S
t
o
p
TH 13 & TH 282 4 (A)4 (A)
Th
r
u
-
S
t
o
p
Vergus Ave & TH 13 2 (A)3 (A)
All
-
W
a
y
S
t
o
p
Marschall Rd & TH 282 17 (C)40 (E)
Th
r
u
-
S
t
o
p
TH 13 & Marschall Rd 5 (A)6 (A)
Th
r
u
-
S
t
o
p
Baseline Ave & TH 282 5 (A)8 (A)
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
2 (A)
PM Peak
Movement Delay* (LOS)
2 (A)
Th
r
u
-
S
t
o
p
AM Peak
Movement Delay* (LOS)
Baseline Ave & 160th St
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 5 (A)10 (B)
Th
r
u
-
S
t
o
p
2 (A)
Th
r
u
-
S
t
o
p
Marschall Rd & 170th
St/Shoreline Blvd 7 (A)8 (A)
Th
r
u
-
S
t
o
p
Shoreline Blvd &
Stemmer Ridge Rd
Baseline Ave & 170th St 3 (A)3 (A)
2 (A)
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 40
2040 Build Analysis – Scenario 1 (Comp Plan)- Existing Geometry and Traffic Control with
Mitigation from 2030 Build
Table 9 summarizes the LOS and delays at the primary intersections in the study area based on
the existing lane geometry, traffic control and projected 2040 traffic volumes with completion of
Phases 1 and 2 of the development area, assuming Land Use Scenario 1 (Comp Plan) (Figures
9a-9b). This analysis includes the mitigation measures recommended in the 2030 Build Scenario,
which includes single-lane roundabouts at Marschall Road with 170th Street/ Shoreline Boulevard
and with TH 282/TH 13. It was assumed that the intersection of Marschall Road and 160th Street
will become a ¾ access, as the eastbound left-turn movement was failing in the 2030 Build
condition.
Table 9 – 2040 Build Traffic Operations Summary – Scenario 1 (Comp Plan)- Existing
Geometry and Traffic Control with Mitigations from 2030 Build
The analysis results show that several intersections are expected to have movements that
experience delays with failing movements, primarily during the PM peak hour. The single lane
roundabouts included from the 2030 mitigation on Marschall Road at Shoreline Boulevard and TH
Left Through Right Left Through Right
NB 1 (A)1 (A)0 (A)1 (A)1 (A)0 (A)
WB 4 (A)10 (B)3 (A)6 (A)11 (B)3 (A)
SB 1 (A)1 (A)0 (A)1 (A)2 (A)1 (A)
EB 0 (A)10 (B)1 (A)0 (A)11 (B)2 (A)
NB 6 (A)4 (A)0 (A)18 (C)3 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)4 (A)2 (A)0 (A)263 (F)233 (F)
EB 0 (A)0 (A)4 (A)0 (A)0 (A)530 (F)
NB 0 (A)1 (A)0 (A)0 (A)1 (A)0 (A)
WB 8 (A)12 (B)6 (A)10 (B)13 (B)5 (A)
SB 2 (A)2 (A)0 (A)3 (A)3 (A)1 (A)
EB 6 (A)10 (B)2 (A)6 (A)11 (B)5 (A)
NB
WB
SB
EB
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 0 (A)1 (A)0 (A)0 (A)1 (A)1 (A)
SB 9 (A)0 (A)4 (A)11 (B)0 (A)5 (A)
EB 3 (A)1 (A)0 (A)3 (A)1 (A)0 (A)
NB 31 (D)20 (C)7 (A)141 (F)63 (F)31 (D)
WB 3 (A)3 (A)1 (A)4 (A)4 (A)1 (A)
SB 22 (C)23 (C)6 (A)213 (F)196 (F)32 (D)
EB 6 (A)7 (A)0 (A)13 (B)14 (B)4 (A)
NB
WB
SB
EB
NB 7 (A)10 (B)4 (A)11 (B)17 (C)3 (A)
WB 5 (A)3 (A)1 (A)6 (A)4 (A)3 (A)
SB 13 (B)11 (B)4 (A)17 (C)18 (C)12 (B)
EB 3 (A)2 (A)1 (A)4 (A)2 (A)1 (A)
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 3 (A)177 (F)
Th
r
u
-
S
t
o
p
3 (A)
Ro
u
n
d
a
b
o
u
t
Marschall Rd & 170th
St/Shoreline Blvd 45 142
Th
r
u
-
S
t
o
p
Shoreline Blvd &
Stemmer Ridge Rd
Baseline Ave & 170th St 3 (A)3 (A)
2 (A)
79
46
10
13
43
21
241
60
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
2 (A)
PM Peak
Movement Delay* (LOS)
3 (A)
Th
r
u
-
S
t
o
p
AM Peak
Movement Delay* (LOS)
Baseline Ave & 160th St
Ro
u
n
d
a
b
o
u
t
Marschall Rd & TH
282/TH282 39 116
Th
r
u
-
S
t
o
p
Baseline Ave & TH 282 7 (A)28 (D)
83
33
13
17
17
49
204
124
Th
r
u
-
S
t
o
p
Vergus Ave & TH 13 3 (A)3 (A)
* Delay measured in seconds per vehicle
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 41
282/TH 13 are expected to have excessive delays for the southbound and eastbound approaches.
All movements will be operating at LOS D or better except the following movements expected to
operate at a LOS E/F (over 35 seconds of delay):
• Marschall Road and 160th Street
o Eastbound right-turn movement (PM peak hour)
o Southbound through movement (PM peak hour)
o Southbound right-turn movement (PM peak hour)
• Marschall Road and 170th Street/ Shoreline Boulevard
o Northbound approach (AM and PM peak hour)
o Southbound approach (PM peak hour)
o Eastbound approach (PM peak hour)
o Westbound approach (AM peak hour)
• TH 282 and Baseline Ave
o Northbound left-turn movement (PM peak hour)
o Northbound through movement (PM peak hour)
o Southbound left-turn movement (PM peak hour)
o Southbound through movement (PM peak hour)
• Marschall Road and TH 282/ TH 13
o Northbound approach (AM peak hour)
o Westbound approach (PM peak hour)
o Southbound approach (PM peak hour)
o Eastbound approach (PM peak hour)
2040 Build Analysis – Scenario 2- Existing Geometry and Traffic Control with Mitigation
from 2030 Build
Table 10 summarizes the LOS and delays at the primary intersections in the study area based on
the existing lane geometry, traffic control and projected 2040 traffic volumes with completion of
Phases 1 and 2 of the development area, assuming Land Use Scenario 2 (Figures 10a-10b). This
analysis includes the mitigation measures recommended in the 2030 Build Scenario, which
includes single-lane roundabouts at Marschall Road with 170th Street/ Shoreline Boulevard and
with TH 282/TH 13. It was assumed that the intersection of Marschall Road and 160th Street will
become a ¾ access, as the eastbound left-turn movement was failing in the 2030 Build condition.
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 42
Table 10 – 2040 Build Traffic Operations Summary – Scenario 2- Existing Geometry and
Traffic Control with Mitigations from 2030 Build
The analysis results show that several intersections are expected to have movements that
experience delays with failing movements during both peak hours. The single lane roundabouts
included from the 2030 mitigation on Marschall Road at Shoreline Boulevard and TH 282/TH 13
are expected to have excessive delays for all approaches. Southbound maximum queues may
extend back approximately ½ mile at both roundabouts during the PM peak hour. All movements
will be operating at LOS D or better except the following movements expected to operate at a LOS
E/F (over 35 seconds of delay):
• Marschall Road and 160th Street
o Eastbound right-turn movement (PM peak hour)
o Southbound through movement (PM peak hour)
o Southbound right-turn movement (PM peak hour)
• Marschall Road and 170th Street/ Shoreline Boulevard
o Northbound approach (AM and PM peak hour)
o Westbound approach (AM and PM peak hour)
Left Through Right Left Through Right
NB 1 (A)2 (A)1 (A)1 (A)1 (A)0 (A)
WB 6 (A)13 (B)4 (A)6 (A)11 (B)3 (A)
SB 2 (A)2 (A)1 (A)1 (A)2 (A)1 (A)
EB 0 (A)9 (A)2 (A)0 (A)11 (B)2 (A)
NB 9 (A)4 (A)0 (A)18 (C)3 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)5 (A)3 (A)0 (A)263 (F)233 (F)
EB 0 (A)0 (A)6 (A)0 (A)0 (A)530 (F)
NB 0 (A)2 (A)0 (A)0 (A)1 (A)0 (A)
WB 12 (B)17 (C)8 (A)10 (B)13 (B)5 (A)
SB 3 (A)3 (A)1 (A)3 (A)3 (A)1 (A)
EB 6 (A)11 (B)4 (A)6 (A)11 (B)5 (A)
NB
WB
SB
EB
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 0 (A)1 (A)0 (A)0 (A)1 (A)1 (A)
SB 11 (B)0 (A)6 (A)11 (B)0 (A)5 (A)
EB 3 (A)1 (A)0 (A)3 (A)1 (A)0 (A)
NB 0 (A)27 (D)11 (B)141 (F)63 (F)31 (D)
WB 3 (A)4 (A)1 (A)4 (A)4 (A)1 (A)
SB 42 (E)36 (E)9 (A)213 (F)196 (F)32 (D)
EB 8 (A)9 (A)0 (A)13 (B)14 (B)4 (A)
NB
WB
SB
EB
NB 8 (A)12 (B)4 (A)11 (B)17 (C)3 (A)
WB 5 (A)3 (A)2 (A)6 (A)4 (A)3 (A)
SB 13 (B)14 (B)6 (A)17 (C)18 (C)12 (B)
EB 2 (A)2 (A)1 (A)4 (A)2 (A)1 (A)
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 4 (A)182 (F)
Th
r
u
-
S
t
o
p
2 (A)
Ro
u
n
d
a
b
o
u
t
Marschall Rd & 170th
St/Shoreline Blvd 156 (F)334 (F)
Th
r
u
-
S
t
o
p
Shoreline Blvd &
Stemmer Ridge Rd
Baseline Ave & 170th St 6 (A)4 (A)
2 (A)
292 224
153
469
282
158
29
90
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
3 (A)
PM Peak
Movement Delay* (LOS)
3 (A)
Th
r
u
-
S
t
o
p
AM Peak
Movement Delay* (LOS)
Baseline Ave & 160th St
Ro
u
n
d
a
b
o
u
t
Marschall Rd & TH
282/TH282 182 (F)383 (F)
Th
r
u
-
S
t
o
p
Baseline Ave & TH 282 9 (A)26 (D)
419
144
68
136
60
267
652
433
Th
r
u
-
S
t
o
p
Vergus Ave & TH 13 3 (A)3 (A)
* Delay measured in seconds per vehicle
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 43
o Southbound approach (PM peak hour)
o Eastbound approach (AM and PM peak hour)
• TH 282 and Baseline Ave
o Northbound left-turn movement (PM peak hour)
o Northbound through movement (PM peak hour)
o Southbound left-turn movement (AM and PM peak hour)
o Southbound through movement (AM and PM peak hour)
• Marschall Road and TH 282/ TH 13
o Northbound approach (AM and PM peak hour)
o Westbound approach (AM and PM peak hour)
o Southbound approach (AM and PM peak hour)
o Eastbound approach (AM and PM peak hour)
2040 Build Analysis – Mitigation Options
To improve the delay and level of service at the intersections with movements at LOS E/F or
queuing issues, mitigation improvements were analyzed for Scenario 1 and 2. The following
mitigation options for Scenario 1 and 2 included:
1) Four-lane divided section on Marschall Road
2) Marschall Road and 160th Street (Three-quarter access)
a) Northbound left-turn lane (bypass lane removed)
3) Marschall Road and 170th Street/ Shoreline Boulevard
a) Interchange (grade-separated roundabout concept)
b) 2x1 Roundabout (two northbound/southbound lanes)
4) TH 282 and Baseline Avenue
a) Exclusive turn lanes on all approaches
5) Marschall Road and TH 282/ TH 13
a) Interchange (with signalized ramp intersections)
b) 2x1 Roundabout (two northbound/southbound lanes)
The following additional mitigation option for Scenario 2 included:
6) TH 282 and Baseline Avenue
a) Traffic Signal
The results of the mitigation analysis for Scenario 1 are included in Tables 11-13. Table 11 includes
mitigation options 1, 2a, 4a, and 5a, all movements would be operating at LOS C or better with an
interchange at Marschall Road and TH 282/TH 13. The minor approaches of Baseline Avenue at
TH 282 are expected to operate at a LOS E, which is not uncommon for this type of intersection.
Table 12 includes mitigation option 3a (along with mitigation options 1, 2a, 4a, and 5a), all and
ramp roundabout approaches would be operating with 10 seconds of delay or less with an
interchange at Marschall Road and 170th Street/Shoreline Boulevard. Table 13 includes mitigation
options 3b and 5b (along with mitigation options 1, 2a, and 4a). All approaches are expected to
operate with less than 30 seconds of delay at the Marschall Road and 170th Street/ Shoreline
Boulevard roundabout. The only potential issue with a 2x1 roundabout at Marschall Road and TH
282/13 is the eastbound approach during the PM peak hour with delays approaching a minute and
queues over 300 feet.
The results of the mitigation analysis for Scenario 2 are included in Tables 14-16. Table 14 includes
mitigation options 1, 2a, 4a, 5a, and 6a, all and movements would be operating at LOS D or better
with an interchange at Marschall Road and TH 282/TH 13 and a traffic signal at TH 282 and
Baseline Avenue. Table 15 includes mitigation option 3a (along with mitigation options 1, 2a, 4a,
5a, and 6a), all and ramp roundabout approaches would be operating with 16 seconds of delay or
less with an interchange at Marschall Road and 170th Street/Shoreline Boulevard. Table 16
includes mitigation options 3b and 5b (along with mitigation options 1, 2a, 4a, and 6a). Both 2x1
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 44
roundabouts are expected to have excessive delays and queueing on the eastbound and
westbound approaches during the PM peak hour due to heavy volumes on Marschall Road. An at-
grade roundabout is not recommended as a mitigation option for Scenario 2 in year 2040.
Table 11 – 2040 Build Traffic Operations Summary – Scenario 1 with Mitigation Options
(Interchange at Marschall & TH 282/TH13)
Table 12 – 2040 Build Traffic Operations Summary – Scenario 1 with Mitigation Options
(Interchange at Marschall & 170th St/Shoreline Blvd)
Table 13 – 2040 Build Traffic Operations Summary – Scenario 1 with Mitigation Options
(2x1 Roundabouts)
Left Through Right Left Through Right
NB 6 (A)2 (A)0 (A)16 (C)1 (A)0 (A)
SB 0 (A)2 (A)2 (A)0 (A)4 (A)3 (A)
EB 0 (A)0 (A)2 (A)0 (A)0 (A)11 (B)
NB 0 (A)17 (C)4 (A)49 (E)35 (E)3 (A)
WB 2 (A)3 (A)0 (A)3 (A)4 (A)1 (A)
SB 17 (C)17 (C)6 (A)48 (E)36 (E)10 (B)
EB 5 (A)3 (A)0 (A)10 (B)4 (A)2 (A)
WB 19 (B)16 (B)0 (A)22 (C)18 (B)0 (A)
SB 13 (B)0 (A)5 (A)16 (B)0 (A)6 (A)
EB 0 (A)19 (B)4 (A)0 (A)25 (C)5 (A)
NB 9 (A)0 (A)8 (A)12 (B)0 (A)7 (A)
WB 0 (A)17 (B)4 (A)0 (A)22 (C)6 (A)
EB 17 (B)19 (B)0 (A)21 (C)19 (B)0 (A)
* Delay measured in seconds per vehicle
Si
g
n
a
l
i
z
e
d
SB Marschall Ramp & TH
282 16 (B)19 (B)
Sig
n
a
l
i
z
e
d
NB Marschall Ramp & TH
282/TH 13 14 (B)17 (B)
Th
r
u
-
S
t
o
p
Baseline Ave & TH 282 5 (A)9 (A)
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
PM Peak
Movement Delay* (LOS)
Mid Peak
Movement Delay* (LOS)
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 2 (A)4 (A)
NB 6 8
EB 7 8
WB 7 8
SB 5 10
Intersection AM Peak Hour PM Peak Hour
Co
n
t
r
o
l
Location Movement Delay*Delay*
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& Shoreline
Blvd
7 9
Delay*Delay*
NB 10 9
EB 11 29
WB 25 14
SB 6 15
NB 13 9
EB 13 55
WB 22 28
SB 7 16
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& Shoreline
Blvd
12 15
Ro
u
n
d
a
b
o
u
t
TH 282 &
Marschall Rd 14 26
Delay*Delay*
Intersection AM Peak Hour PM Peak Hour
Co
n
t
r
o
l
Location Movement Delay*Delay*
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 45
Table 14 – 2040 Build Traffic Operations Summary – Scenario 2 with Mitigation Options
(Interchange at Marschall & TH 282/TH13)
Table 15 – 2040 Build Traffic Operations Summary – Scenario 2 with Mitigation Options
(Interchange at Marschall & 170th St/Shoreline Blvd)
Table 16 – 2040 Build Traffic Operations Summary – Scenario 2 with Mitigation Options
(2x1 Roundabouts)
Left Through Right Left Through Right
NB 9 (A)3 (A)0 (A)25 (D)2 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)2 (A)2 (A)0 (A)5 (A)4 (A)
EB 0 (A)0 (A)3 (A)0 (A)0 (A)17 (C)
NB 33 (C)12 (B)6 (A)38 (D)20 (C)5 (A)
WB 16 (B)23 (C)5 (A)19 (B)36 (D)10 (B)
SB 14 (B)12 (B)8 (A)24 (C)23 (C)14 (B)
EB 17 (B)17 (B)0 (A)25 (C)14 (B)6 (A)
WB 20 (C)16 (B)0 (A)30 (C)20 (C)0 (A)
SB 19 (B)0 (A)6 (A)26 (C)0 (A)11 (B)
EB 0 (A)26 (C)6 (A)0 (A)32 (C)7 (A)
NB 15 (B)0 (A)14 (B)18 (B)0 (A)14 (B)
WB 0 (A)14 (B)4 (A)0 (A)21 (C)9 (A)
EB 22 (C)26 (C)0 (A)29 (C)20 (C)0 (A)
* Delay measured in seconds per vehicle
Sig
n
a
l
i
z
e
d
SB Marschall Ramp & TH
282 20 (C)25 (C)
Si
g
n
a
l
i
z
e
d
NB Marschall Ramp & TH
282/TH 13 19 (B)18 (B)
Sig
n
a
l
i
z
e
d
Baseline Ave & TH 282 16 (B)24 (C)
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
PM Peak
Movement Delay* (LOS)
Mid Peak
Movement Delay* (LOS)
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 2 (A)4 (A)
NB 8 10
EB 12 10
WB 9 11
SB 7 16
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& 170th St/
Shoreline Blvd
9 12
Delay*Delay*
Intersection AM Peak Hour PM Peak Hour
Co
n
t
r
o
l
Location Movement Delay*Delay*
NB 20 16
EB 40 115
WB 62 65
SB 8 38
NB 37 15
EB 61 230
WB 74 196
SB 14 57
Intersection AM Peak Hour PM Peak Hour
Co
n
t
r
o
l
Location Movement Delay*Delay*
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& 170th St/
Shoreline Blvd
26 44
Ro
u
n
d
a
b
o
u
t
TH 282 &
Marschall Rd 45 131
Delay*Delay*
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 46
A separate analysis was also conducted on Marschall Road between Langford Avenue and 170th
Street/ Shoreline Boulevard, with Langford Avenue being full access. Limited access is likely at
Langford Avenue in the future when a four-lane section is needed on Marschall Road (2040/2050
scenarios). This analysis is included in Appendix C. Results conclude that full access at Langford
Avenue is not recommended due to the high traffic volumes on Marschall Road.
2050 No-Build Analysis
Table 17 summarizes the LOS and delays at the primary intersections in the study area based on
the current lane geometry, traffic control and projected 2050 No-Build peak hour traffic volumes
shown in Figure 7a-7b without any area development.
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 47
Table 17 – 2050 No-Build Traffic Operations Summary
The analysis results show that all intersections are expected to operate similar to the 2040 No-
Build conditions with a slight increase in delay, but at an acceptable overall LOS C or better during
the weekday AM and PM peak hours, except for the intersection of Marschall Road and TH 282.
All movements are expected to continue operating at LOS D or better except the southbound
approach (LOS F) of Marschall Road at TH 282 and eastbound left-turn movement (LOS E) on
160th Street at Marschall Road. The southbound approach on Marschall Road is expected to have
a maximum queue of over 1,500 feet if the intersection with TH 282 is not improved. If a southbound
left-turn lane was added to this approach, all movements would operate at a LOS E or better.
Left Through Right Left Through Right
NB 0 (A)3 (A)3 (A)0 (A)2 (A)1 (A)
WB 4 (A)1 (A)2 (A)4 (A)2 (A)3 (A)
SB 1 (A)1 (A)0 (A)1 (A)1 (A)0 (A)
EB 0 (A)8 (A)0 (A)0 (A)0 (A)0 (A)
NB 8 (A)7 (A)0 (A)7 (A)4 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)2 (A)2 (A)0 (A)4 (A)3 (A)
EB 13 (B)1 (A)7 (A)39 (E)0 (A)33 (D)
NB 0 (A)4 (A)0 (A)2 (A)3 (A)0 (A)
WB 5 (A)3 (A)3 (A)0 (A)5 (A)4 (A)
SB 0 (A)1 (A)1 (A)2 (A)2 (A)1 (A)
EB 2 (A)0 (A)1 (A)2 (A)0 (A)0 (A)
NB 6 (A)8 (A)6 (A)0 (A)5 (A)4 (A)
WB 13 (B)16 (C)6 (A)27 (D)5 (A)4 (A)
SB 5 (A)3 (A)4 (A)8 (A)8 (A)5 (A)
EB 12 (B)13 (B)0 (A)25 (D)24 (C)7 (A)
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)1 (A)1 (A)
SB 6 (A)0 (A)3 (A)6 (A)0 (A)4 (A)
EB 2 (A)1 (A)0 (A)2 (A)1 (A)0 (A)
NB 6 (A)13 (B)3 (A)9 (A)12 (B)3 (A)
WB 8 (A)7 (A)6 (A)8 (A)8 (A)7 (A)
SB 8 (A)10 (B)2 (A)16 (C)19 (C)8 (A)
EB 3 (A)3 (A)0 (A)3 (A)3 (A)1 (A)
NB 18 (C)20 (C)0 (A)9 (A)10 (B)5 (A)
WB 17 (C)20 (C)13 (B)24 (C)20 (C)13 (B)
SB 15 (C)15 (C)11 (B)153 (F)162 (F)114 (F)
EB 20 (C)26 (D)17 (C)23 (C)28 (D)19 (C)
NB 5 (A)9 (A)0 (A)3 (A)3 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)2 (A)0 (A)0 (A)3 (A)0 (A)
EB 11 (B)2 (A)5 (A)0 (A)0 (A)8 (A)
NB 0 (A)5 (A)0 (A)0 (A)3 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
EB 5 (A)0 (A)2 (A)6 (A)0 (A)7 (A)
NB 4 (A)0 (A)3 (A)9 (A)9 (A)2 (A)
WB 3 (A)2 (A)1 (A)3 (A)3 (A)2 (A)
SB 8 (A)12 (B)3 (A)11 (B)13 (B)5 (A)
EB 2 (A)2 (A)1 (A)2 (A)2 (A)1 (A)
* Delay measured in seconds per vehicle
Th
r
u
-
S
t
o
p
TH 13 & TH 282 4 (A)4 (A)
Th
r
u
-
S
t
o
p
Vergus Ave & TH 13 2 (A)3 (A)
All
-
W
a
y
S
t
o
p
Marschall Rd & TH 282 20 (C)83 (F)
Th
r
u
-
S
t
o
p
TH 13 & Marschall Rd 5 (A)6 (A)
Th
r
u
-
S
t
o
p
Baseline Ave & TH 282 5 (A)8 (A)
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
3 (A)
PM Peak
Movement Delay* (LOS)
2 (A)
Th
r
u
-
S
t
o
p
AM Peak
Movement Delay* (LOS)
Baseline Ave & 160th St
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 6 (A)10 (B)
Th
r
u
-
S
t
o
p
2 (A)
Th
r
u
-
S
t
o
p
Marschall Rd & 170th
St/Shoreline Blvd 7 (A)8 (A)
Th
r
u
-
S
t
o
p
Shoreline Blvd &
Stemmer Ridge Rd
Baseline Ave & 170th St 3 (A)2 (A)
1 (A)
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 48
2050 Build Analysis – Scenario 1 (Comp Plan)- with Mitigation from 2040 Build
Tables 18-19 summarize the LOS and delays at the primary intersections in the study area based
on the projected 2050 traffic volumes with Full Buildout of the development area, assuming Land
Use Scenario 1 (Comp Plan) (Figures 11a-11b). This analysis includes the mitigation options
analyzed in the 2040 Build Scenario, which include:
1) Four-lane divided section on Marschall Road (shown in Table 18)
2) Marschall Road and 170th Street/ Shoreline Boulevard
a) Interchange (grade-separated roundabout concept) (shown in Table 18)
b) 2x1 Roundabout (two northbound/southbound lanes) (shown in Table 19)
3) TH 282 and Baseline Avenue
a) Signalized with exclusive turn lanes on all approaches (shown in Table 18)
4) Marschall Road and TH 282/ TH 13
a) Interchange (with signalized ramp intersections) (shown in Table 18)
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 49
Table 18 – 2050 Build Traffic Operations Summary – Scenario 1- Interchange and Turn
Lane Mitigations from 2040 Build
The analysis results show that a majority of intersections are expected to have movements that
experience delays with failing movements during peak hours and problematic queue lengths. Side
streets at unsignalized intersections along Marschall Road, Baseline Avenue, TH 282, and TH 13
will experience excessive delays and queueing with full buildout of the area.
Left Through Right Left Through Right
NB 4 (A)5 (A)2 (A)6 (A)7 (A)2 (A)
WB 30 (D)33 (D)22 (C)140 (F)124 (F)131 (F)
SB 3 (A)4 (A)1 (A)5 (A)5 (A)1 (A)
EB 0 (A)24 (C)10 (B)0 (A)40 (E)20 (C)
NB 35 (E)4 (A)0 (A)824 (F)73 (F)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)4 (A)4 (A)0 (A)8 (A)7 (A)
EB 0 (A)0 (A)10 (B)0 (A)0 (A)450 (F)
NB 5 (A)4 (A)1 (A)9 (A)9 (A)3 (A)
WB 651 (F)651 (F)645 (F)1983 (F)1855 (F)1896 (F)
SB 7 (A)7 (A)2 (A)19 (C)19 (C)4 (A)
EB 73 (F)87 (F)55 (F)1283 (F)1293 (F)1347 (F)
NB
WB
SB
EB
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 0 (A)1 (A)1 (A)0 (A)1 (A)1 (A)
SB 12 (B)0 (A)5 (A)18 (C)0 (A)9 (A)
EB 3 (A)1 (A)0 (A)5 (A)1 (A)0 (A)
NB 20 (C)36 (D)20 (C)131 (F)64 (E)15 (B)
WB 27 (C)51 (D)11 (B)105 (F)149 (F)101 (F)
SB 53 (D)24 (C)20 (C)237 (F)107 (F)115 (F)
EB 41 (D)32 (C)0 (A)231 (F)102 (F)82 (F)
NB 759 (F)292 (F)694 (F)1414 (F)965 (F)1381 (F)
WB 16 (C)6 (A)3 (A)21 (C)9 (A)7 (A)
SB 87 (F)152 (F)30 (D)262 (F)156 (F)132 (F)
EB 6 (A)4 (A)2 (A)11 (B)4 (A)2 (A)
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 49 (D)28 (C)0 (A)78 (E)60 (E)0 (A)
SB 63 (E)0 (A)38 (D)159 (F)0 (A)133 (F)
EB 0 (A)70 (E)27 (C)0 (A)132 (F)82 (F)
NB 36 (D)0 (A)26 (C)161 (F)0 (A)148 (F)
WB 0 (A)19 (B)8 (A)0 (A)50 (D)27 (C)
EB 34 (C)23 (C)0 (A)134 (F)73 (E)0 (A)
* Delay measured in seconds per vehicle
Si
g
n
a
l
i
z
e
d
SB Marschall Ramp & TH
282 50 (D)106 (F)
Si
g
n
a
l
i
z
e
d
NB Marschall Ramp & TH
282/TH 13 21 (C)85 (F)
Th
r
u
-
S
t
o
p
Vergus Ave & TH 13 57 (F)114 (F)
Si
g
n
a
l
i
z
e
d
Baseline Ave & TH 282 36 (D)144 (F)
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
10 (B)
PM Peak
Movement Delay* (LOS)
29 (D)
Th
r
u
-
S
t
o
p
AM Peak
Movement Delay* (LOS)
Baseline Ave & 160th St
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 5 (A)66 (F)
Th
r
u
-
S
t
o
p
4 (A)
Ro
u
n
d
a
b
o
u
t
Marschall Rd & 170th
St/Shoreline Blvd 12 21
Th
r
u
-
S
t
o
p
Shoreline Blvd &
Stemmer Ridge Rd
Baseline Ave & 170th St 181 (F)473 (F)
3 (A)
9
13
8
15
16
15
30
18
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 50
Table 19– 2050 Build Traffic Operations Summary – Scenario 1 with 2040 Mitigation
Option (2x1 Roundabout)
2050 Build Analysis – Scenario 1 Mitigation Options
To improve the delay and level of service at the intersections with movements at LOS E/F and
queuing issues, mitigation improvements were analyzed for Scenario 1. Note that at-grade
roundabouts are not recommended in year 2050 on Marschall Road with 170th Street/Shoreline
Boulevard or TH 282/TH 13 due to excessive delays and queuing on east/west approaches. Table
20 includes mitigation options 1, 2a, 2b, 3a, 4a, 5a, 6a, 6b, and 7a. With the four-lane divided
sections on TH 282 and TH 13 and exclusive turn lanes and traffic signal improvements, all
intersections are expected to operate at a LOS D or better during peak hours. A majority of
movements are expected to operate at a LOS C or better, with a few LOS D/LOS E exceptions at
the Baseline Avenue intersections with 160th Street and TH 282.
Mitigation Options for Scenario 1 include:
1) Four-lane divided section on TH 282 and TH 13
2) Marschall Road and 160th Street
a) Yield-controlled eastbound right-turn lane with acceleration lane
b) Removal of northbound left-turn lane (traffic to utilize future roundabout at CSAH
17/CSAH 82 to U-turn and make a southbound right-turn at 160th Street)
3) Baseline Ave and 160th Street
a) Exclusive turn lanes on all approaches
4) Baseline Avenue and 170th Street
a) Traffic Signal with exclusive turn lanes
5) TH 282 and Baseline Avenue
a) Dual southbound left-turn lanes
6) Marschall Road and TH 282/ TH 13
a) Add dual northbound left-turn lanes on the northbound ramp
b) Add dual southbound left-turn lanes on the southbound ramp
7) TH 13 and Vergus Avenue:
a) Traffic Signal and exclusive northbound right-turn lane
NB 60 141
EB 537 937
WB 325 414
SB 28 209
Intersection AM Peak Hour PM Peak Hour
Co
n
t
r
o
l
Location Movement Delay*Delay*
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& Shoreline
Blvd
154 293
Delay*Delay*
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 51
Table 20 – 2050 Build Traffic Operations Summary – Scenario 1 with Mitigation Options
2050 Build Analysis – Scenario 2 - with Mitigation from 2040 Build
Table 21 summarizes the LOS and delays at the primary intersections in the study area based on
the projected 2050 traffic volumes with Full Buildout of the development area, assuming Land Use
Scenario 2 (Figures 12a-12b). This analysis includes the mitigation options analyzed in the 2040
Build Scenario, which include:
1) Four-lane divided section on Marschall Road
2) Marschall Road and 170th Street/ Shoreline Boulevard
a) Interchange (grade-separated roundabout concept)
3) TH 282 and Baseline Avenue
a) Traffic Signal with exclusive turn lanes on all approaches
4) Marschall Road and TH 282/ TH 13
a) Interchange (with signalized ramp intersections)
Left Through Right Left Through Right
NB 3 (A)2 (A)1 (A)5 (A)3 (A)1 (A)
WB 18 (C)13 (B)3 (A)48 (E)18 (C)4 (A)
SB 2 (A)3 (A)1 (A)4 (A)4 (A)2 (A)
EB 0 (A)16 (C)6 (A)0 (A)30 (D)13 (B)
NB 0 (A)1 (A)0 (A)0 (A)1 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)4 (A)4 (A)0 (A)8 (A)7 (A)
EB 0 (A)0 (A)2 (A)0 (A)0 (A)3 (A)
NB 12 (B)15 (B)4 (A)16 (B)22 (C)8 (A)
WB 24 (C)16 (B)6 (A)32 (C)26 (C)9 (A)
SB 13 (B)13 (B)3 (A)20 (C)16 (B)4 (A)
EB 19 (B)27 (C)9 (A)23 (C)33 (C)11 (B)
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 0 (A)1 (A)1 (A)0 (A)1 (A)1 (A)
SB 14 (B)0 (A)7 (A)15 (C)0 (A)8 (A)
EB 3 (A)1 (A)0 (A)4 (A)1 (A)0 (A)
NB 0 (A)24 (C)8 (A)38 (D)35 (D)8 (A)
WB 16 (B)34 (C)9 (A)29 (C)59 (E)28 (C)
SB 21 (C)17 (B)11 (B)34 (C)26 (C)16 (B)
EB 29 (C)17 (B)0 (A)50 (D)14 (B)4 (A)
NB 11 (B)10 (B)8 (A)17 (B)17 (B)9 (A)
WB 18 (B)12 (B)5 (A)23 (C)16 (B)8 (A)
SB 11 (B)7 (A)5 (A)15 (B)8 (A)9 (A)
EB 15 (B)18 (B)7 (A)18 (B)20 (C)8 (A)
WB 22 (C)12 (B)0 (A)20 (C)15 (B)0 (A)
SB 22 (C)0 (A)7 (A)22 (C)0 (A)12 (B)
EB 0 (A)23 (C)7 (A)0 (A)19 (B)6 (A)
NB 17 (B)0 (A)8 (A)23 (C)0 (A)13 (B)
WB 0 (A)16 (B)8 (A)0 (A)16 (B)20 (C)
EB 23 (C)15 (B)0 (A)28 (C)16 (B)0 (A)
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 2 (A)5 (A)
Si
g
n
a
l
i
z
e
d
3 (A)
Th
r
u
-
S
t
o
p
Shoreline Blvd &
Stemmer Ridge Rd
Baseline Ave & 170th St 13 (B)18 (B)
3 (A)
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
6 (A)
PM Peak
Movement Delay* (LOS)
11 (B)
Th
r
u
-
S
t
o
p
AM Peak
Movement Delay* (LOS)
Baseline Ave & 160th St
Sig
n
a
l
i
z
e
d
Baseline Ave & TH 282 20 (C)35 (D)
Sig
n
a
l
i
z
e
d
Vergus Ave & TH 13 14 (B)17 (B)
Sig
n
a
l
i
z
e
d
SB Marschall Ramp & TH
282 17 (B)17 (B)
Si
g
n
a
l
i
z
e
d
NB Marschall Ramp & TH
282/TH 13 14 (B)19 (B)
* Delay measured in seconds per vehicle
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 52
Table 21 – 2050 Build Traffic Operations Summary – Scenario 2- Mitigations from 2040
Build
The analysis results show that a majority of intersections are expected to have movements that
experience delays with failing movements during peak hours. Side streets at unsignalized
intersections along Marschall Road, TH 282, and TH 13 will experience excessive delays and
queueing with full buildout of the area. With increasing traffic volumes on TH 282 and TH 13, a two-
lane roadway will be unable to serve the area and many intersections are overcapacity.
Left Through Right Left Through Right
NB 5 (A)6 (A)2 (A)7 (A)8 (A)3 (A)
WB 48 (E)40 (E)37 (E)332 (F)362 (F)332 (F)
SB 3 (A)4 (A)2 (A)6 (A)5 (A)3 (A)
EB 0 (A)28 (D)13 (B)0 (A)65 (F)37 (E)
NB 54 (F)4 (A)0 (A)942 (F)112 (F)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)5 (A)5 (A)0 (A)8 (A)8 (A)
EB 0 (A)0 (A)15 (C)0 (A)0 (A)499 (F)
NB 5 (A)4 (A)1 (A)8 (A)8 (A)3 (A)
WB 807 (F)787 (F)803 (F)1973 (F)2131 (F)1970 (F)
SB 8 (A)9 (A)2 (A)23 (C)22 (C)6 (A)
EB 246 (F)233 (F)218 (F)1356 (F)1391 (F)1360 (F)
NB
WB
SB
EB
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 0 (A)1 (A)1 (A)0 (A)1 (A)1 (A)
SB 16 (C)0 (A)8 (A)22 (C)0 (A)10 (B)
EB 3 (A)1 (A)0 (A)4 (A)1 (A)0 (A)
NB 27 (C)40 (D)21 (C)76 (E)63 (E)12 (B)
WB 28 (C)38 (D)8 (A)106 (F)153 (F)106 (F)
SB 53 (D)28 (C)25 (C)101 (F)82 (F)108 (F)
EB 48 (D)30 (C)0 (A)337 (F)196 (F)168 (F)
NB 725 (F)355 (F)715 (F)1308 (F)1560 (F)1316 (F)
WB 15 (C)7 (A)4 (A)22 (C)10 (B)7 (A)
SB 112 (F)182 (F)80 (F)344 (F)328 (F)186 (F)
EB 13 (B)4 (A)2 (A)19 (C)4 (A)2 (A)
WB 104 (F)39 (D)0 (A)102 (F)87 (F)0 (A)
SB 99 (F)0 (A)71 (E)184 (F)0 (A)155 (F)
EB 0 (A)161 (F)108 (F)0 (A)173 (F)123 (F)
NB 44 (D)0 (A)36 (D)220 (F)0 (A)197 (F)
WB 0 (A)15 (B)7 (A)0 (A)73 (E)42 (D)
EB 32 (C)20 (C)0 (A)117 (F)73 (E)0 (A)
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 6 (A)87 (F)
Th
r
u
-
S
t
o
p
4 (A)
Ro
u
n
d
a
b
o
u
t
Marschall Rd & 170th
St/Shoreline Blvd 40 80
Th
r
u
-
S
t
o
p
Shoreline Blvd &
Stemmer Ridge Rd
Baseline Ave & 170th St 257 (F)547 (F)
3 (A)
19
26
14
67
44
66
117
72
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
14 (B)
PM Peak
Movement Delay* (LOS)
63 (F)
Th
r
u
-
S
t
o
p
AM Peak
Movement Delay* (LOS)
Baseline Ave & 160th St
Si
g
n
a
l
i
z
e
d
Baseline Ave & TH 282 34 (C)172 (F)
Th
r
u
-
S
t
o
p
Vergus Ave & TH 13 56 (F)99 (F)
Sig
n
a
l
i
z
e
d
SB Marschall Ramp & TH
282 101 (F)137 (F)
Si
g
n
a
l
i
z
e
d
NB Marschall Ramp & TH
282/TH 13 19 (B)101 (F)
* Delay measured in seconds per vehicle
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 53
2050 Build Analysis – Scenario 2 Mitigation Options
To improve the delay and level of service at the intersections with movements at LOS E/F and
queuing issues, mitigation improvements were analyzed for Scenario 2, similar to Scenario 1. Table
22 includes all mitigation options from Scenario 1 and one new mitigation option of adding yielding
right-turn lanes to all approaches of the Marschall Road and 170th Street/ Shoreline Boulevard
roundabout interchange. With the four-lane divided sections on TH 282 and TH 13, exclusive turn
lanes improvements and additional traffic signals, all intersections are expected to operate at a
LOS D or better during peak hours.
Mitigation Options for Scenario 2 include:
1) Four-lane divided section on TH 282 and TH 13
2) Marschall Road and 160th Street
a) Yield-controlled eastbound right-turn lane with acceleration lane
b) Removal of northbound left-turn lane (traffic to utilize future roundabout at CSAH
17/CSAH 82 to U-turn and make a southbound right-turn at 160th Street)
3) Baseline Ave and 160th Street
a) Exclusive turn lanes on all approaches
4) Marschall Road and 170th Street/ Shoreline Boulevard
a) Add yielding right-turn lanes to all approaches of the roundabout
5) Baseline Avenue and 170th Street
a) Traffic Signal with exclusive turn lanes
6) TH 282 and Baseline Avenue
a) Dual southbound left-turn lanes
7) Marschall Road and TH 282/ TH 13
a) Add dual northbound left-turn lanes on the northbound ramp
b) Add dual southbound left-turn lanes on the southbound ramp
8) TH 13 and Vergus Avenue:
a) Traffic Signal and exclusive northbound right-turn lane
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 54
Table 22 – 2050 Build Traffic Operations Summary – Scenario 2 with Mitigation Options
(Signals)
Left Through Right Left Through Right
NB 3 (A)2 (A)1 (A)5 (A)3 (A)1 (A)
WB 30 (D)14 (B)3 (A)82 (F)26 (D)10 (B)
SB 4 (A)4 (A)1 (A)4 (A)4 (A)1 (A)
EB 0 (A)23 (C)11 (B)0 (A)33 (D)13 (B)
NB 0 (A)1 (A)0 (A)0 (A)1 (A)0 (A)
WB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
SB 0 (A)4 (A)4 (A)0 (A)9 (A)8 (A)
EB 0 (A)0 (A)2 (A)0 (A)0 (A)3 (A)
NB 13 (B)19 (B)5 (A)17 (B)25 (C)9 (A)
WB 24 (C)18 (B)7 (A)36 (D)26 (C)10 (B)
SB 16 (B)13 (B)3 (A)21 (C)15 (B)4 (A)
EB 20 (C)29 (C)10 (B)27 (C)38 (D)10 (B)
NB
WB
SB
EB
NB 0 (A)0 (A)0 (A)0 (A)0 (A)0 (A)
WB 0 (A)1 (A)1 (A)0 (A)1 (A)1 (A)
SB 15 (C)0 (A)6 (A)21 (C)0 (A)11 (B)
EB 4 (A)1 (A)0 (A)5 (A)1 (A)0 (A)
NB 3 (A)23 (C)9 (A)42 (D)41 (D)6 (A)
WB 19 (B)34 (C)9 (A)29 (C)59 (E)28 (C)
SB 20 (C)16 (B)12 (B)37 (D)32 (C)25 (C)
EB 27 (C)17 (B)0 (A)59 (E)14 (B)4 (A)
NB 13 (B)0 (A)7 (A)19 (B)29 (C)11 (B)
WB 19 (B)14 (B)4 (A)25 (C)14 (B)8 (A)
SB 11 (B)0 (A)6 (A)16 (B)25 (C)9 (A)
EB 19 (B)16 (B)7 (A)19 (B)20 (C)9 (A)
WB 24 (C)14 (B)0 (A)19 (B)15 (B)0 (A)
SB 23 (C)0 (A)7 (A)22 (C)0 (A)11 (B)
EB 0 (A)26 (C)7 (A)0 (A)17 (B)5 (A)
NB 17 (B)0 (A)9 (A)25 (C)0 (A)18 (B)
WB 0 (A)14 (B)10 (B)0 (A)17 (B)36 (D)
EB 24 (C)19 (B)0 (A)29 (C)16 (B)0 (A)
* Delay measured in seconds per vehicle
Si
g
n
a
l
i
z
e
d
SB Marschall Ramp & TH
282 20 (C)16 (B)
Sig
n
a
l
i
z
e
d
NB Marschall Ramp & TH
282/TH 13 16 (B)22 (C)
Sig
n
a
l
i
z
e
d
Vergus Ave & TH 13 14 (B)17 (B)
Si
g
n
a
l
i
z
e
d
Baseline Ave & TH 282 21 (C)40 (D)
Intersection
Co
n
t
r
o
l
Location Approach Intersection
Delay* (LOS)
Intersection
Delay* (LOS)
8 (A)
PM Peak
Movement Delay* (LOS)
16 (C)
Th
r
u
-
S
t
o
p
AM Peak
Movement Delay* (LOS)
Baseline Ave & 160th St
Th
r
u
-
S
t
o
p
Marschall Rd & 160th St 2 (A)5 (A)
Si
g
n
a
l
i
z
e
d
4 (A)
Ro
u
n
d
a
b
o
u
t
Marschall Rd & 170th
St/Shoreline Blvd 12 15
Th
r
u
-
S
t
o
p
Shoreline Blvd &
Stemmer Ridge Rd
Baseline Ave & 170th St 15 (B)20 (C)
3 (A)
11
10
7
15
18
12
14
16
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 55
RECOMMENDATION / PROPOSED MITIGATION
Based on the analysis and conclusions documented in this study for each land use scenario, the
following is a summary of the 2030, 2040, and 2050 Build transportation recommendations and
proposed mitigation for each. As redevelopment occurs and if land uses or densities change,
intersections should be reanalyzed and monitored for other improvements.
1. 2030 Roadway Recommended Improvements - Land Use Scenario 1 (Comp Plan) &
Scenario 2
A. Marschall Road and 170th Street/Shoreline Boulevard: Install a single-lane
roundabout
B. Marschall Road and TH 282/TH 13: Install a single-lane roundabout
C. Marschall Road and 160th Street: Exclusive eastbound left and right-turn lanes
2. 2040 Roadway Recommended Improvements - Land Use Scenario 1 (Comp Plan)
A. Four-lane divided section on Marschall Road
B. Marschall Road and 160th Street: Convert to ¾ access (dependent on SMSC
development and failing eastbound left-turn movement) and add a northbound
left-turn lane (bypass lane is removed)
C. Marschall Road and 170th Street/Shoreline Boulevard: Convert the at-grade
roundabout (2030 Improvement) to a grade-separated roundabout interchange
D. TH 282 and Baseline Avenue: Exclusive turn lanes on all approaches
E. Marschall Road and TH 282/TH 13: Convert at-grade intersection to grade-
separated interchange with ramp intersections (diamond interchange with
signalized ramps was analyzed)
3. 2040 Roadway Recommended Improvements - Land Use Scenario 2
A. All improvements recommended for the 2040 Land Use 1 (Comp Plan) Scenario
B. TH 282 and Baseline Avenue: Install a traffic signal (other intersection types may
be warranted based on future development, but two-way stop control is not
recommended)
4. 2050 Roadway Recommended Improvements - Land Use Scenario 1 (Comp Plan)
A. All improvements recommended for the 2040 Land Use 1 (Comp Plan) Scenario
B. Four-lane divided section on TH 282 and TH 13
C. Marschall Road and 160th Street: Yield-controlled eastbound right-turn lane with
acceleration lane and removal of the northbound left-turn lane (convert to right-in,
right-out access)
D. Baseline Avenue and 160th Street: Exclusive turn lanes on all approaches
E. Baseline Avenue and 170th Street: Install a traffic signal and exclusive turn lanes
(other intersection types may be warranted based on future development, but
two-way stop control is not recommended)
F. Marschall Road and 170th Street/Shoreline Boulevard: No additional mitigation
needs for the roundabout interchange (at-grade roundabout is not
recommended)
G. TH 282 and Baseline Avenue: Install a traffic signal and dual southbound left-turn
lanes (other intersection types may be warranted based on future development,
but two-way stop control is not recommended)
H. Marschall Road and TH 282/TH 13: Add dual northbound left-turn lanes on the
northbound ramp and dual southbound left-turn lanes on the southbound ramp
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 56
for the interchange option (at-grade signal or roundabout is not recommended by
year 2050)
I. TH 13 and Vergus Avenue: Install a traffic signal and exclusive northbound right-
turn lane
5. 2050 Roadway Recommended Improvements - Land Use Scenario 2
A. All improvements recommended for the 2040 Land Use 2 Scenario
B. All improvements recommended for the 2050 Land Use 1 (Comp Plan) Scenario
C. Marschall Road and 170th Street/Shoreline Boulevard: Add yielding right-turn
lanes to all approaches of the roundabout interchange
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 57
APPENDIX A –
EXISTING TURNING MOVEMENT VOLUMES
File Name : 160th St & Baseline Ave
Site Code : 1
Start Date : 5/13/2025
Page No : 1
Baseline Ave & 160th St
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
Baseline Ave
From North
160th St
From East
Baseline Ave
From South
160th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
06:00 AM 0 2 0 0 2 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 8
06:15 AM 0 2 0 0 2 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 15
06:30 AM 0 4 0 0 4 0 0 2 0 2 0 21 0 0 21 0 0 0 0 0 27
06:45 AM 0 8 2 0 10 2 0 0 0 2 0 21 0 0 21 0 0 0 0 0 33
Total 0 16 2 0 18 2 0 2 0 4 0 61 0 0 61 0 0 0 0 0 83
07:00 AM 1 9 0 0 10 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 23
07:15 AM 0 8 1 0 9 1 0 0 0 1 0 17 0 0 17 0 0 0 0 0 27
07:30 AM 0 2 1 0 3 0 1 0 0 1 1 18 0 0 19 1 0 0 0 1 24
07:45 AM 0 8 2 0 10 3 0 0 0 3 0 15 0 0 15 0 0 0 0 0 28
Total 1 27 4 0 32 4 1 0 0 5 1 63 0 0 64 1 0 0 0 1 102
08:00 AM 1 6 0 0 7 0 0 0 0 0 0 12 0 0 12 0 0 1 0 1 20
08:15 AM 0 1 1 0 2 0 0 0 0 0 0 9 1 0 10 0 1 0 0 1 13
08:30 AM 0 7 0 0 7 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 21
08:45 AM 0 10 1 0 11 0 0 0 0 0 0 6 0 0 6 1 0 0 0 1 18
Total 1 24 2 0 27 0 0 0 0 0 0 41 1 0 42 1 1 1 0 3 72
04:00 PM 0 18 0 0 18 1 0 0 1 2 0 6 1 0 7 0 0 1 0 1 28
04:15 PM 0 26 0 0 26 1 0 1 0 2 0 2 0 0 2 0 0 0 0 0 30
04:30 PM 0 34 1 0 35 0 0 0 0 0 1 8 0 0 9 0 0 0 0 0 44
04:45 PM 0 33 0 0 33 0 0 0 0 0 0 13 1 0 14 0 0 0 0 0 47
Total 0 111 1 0 112 2 0 1 1 4 1 29 2 0 32 0 0 1 0 1 149
05:00 PM 1 19 0 0 20 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 31
05:15 PM 0 26 3 0 29 3 0 0 0 3 0 10 0 0 10 0 0 0 0 0 42
05:30 PM 0 13 0 0 13 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 21
05:45 PM 0 15 0 0 15 0 0 1 0 1 0 6 0 0 6 1 0 0 0 1 23
Total 1 73 3 0 77 3 0 1 0 4 0 35 0 0 35 1 0 0 0 1 117
06:00 PM 0 13 0 0 13 0 0 0 0 0 1 6 0 0 7 0 0 0 1 1 21
06:15 PM 0 14 1 0 15 1 0 2 0 3 0 8 0 0 8 1 0 0 0 1 27
06:30 PM 1 10 0 0 11 0 0 0 1 1 0 8 0 0 8 0 0 0 1 1 21
06:45 PM 0 8 0 0 8 1 0 0 0 1 0 6 0 0 6 0 0 0 0 0 15
Total 1 45 1 0 47 2 0 2 1 5 1 28 0 0 29 1 0 0 2 3 84
Grand Total 4 296 13 0 313 13 1 6 2 22 3 257 3 0 263 4 1 2 2 9 607
Apprch %1.3 94.6 4.2 0 59.1 4.5 27.3 9.1 1.1 97.7 1.1 0 44.4 11.1 22.2 22.2
Total %0.7 48.8 2.1 0 51.6 2.1 0.2 1 0.3 3.6 0.5 42.3 0.5 0 43.3 0.7 0.2 0.3 0.3 1.5
vehicles & peds
% vehicles & peds 100 99.7 100 0 99.7 100 100 100 100 100 100 98.8 100 0 98.9 100 100 100 50 88.9 99.2
heavy trucks & bikes 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 1 1 5
% heavy trucks & bikes 0 0.3 0 0 0.3 0 0 0 0 0 0 1.2 0 0 1.1 0 0 0 50 11.1 0.8
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : 160th St & Baseline Ave
Site Code : 1
Start Date : 5/13/2025
Page No : 2
Baseline Ave & 160th St
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Baseline Ave
From North
160th St
From East
Baseline Ave
From South
160th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 06:30 AM
06:30 AM 0 4 0 0 4 0 0 2 0 2 0 21 0 0 21 0 0 0 0 0 27
06:45 AM 0 8 2 0 10 2 0 0 0 2 0 21 0 0 21 0 0 0 0 0 33
07:00 AM 1 9 0 0 10 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 23
07:15 AM 0 8 1 0 9 1 0 0 0 1 0 17 0 0 17 0 0 0 0 0 27
Total Volume 1 29 3 0 33 3 0 2 0 5 0 72 0 0 72 0 0 0 0 0 110
% App. Total 3 87.9 9.1 0 60 0 40 0 0 100 0 0 0 0 0 0
PHF .250 .806 .375 .000 .825 .375 .000 .250 .000 .625 .000 .857 .000 .000 .857 .000 .000 .000 .000 .000 .833
Baseline Ave
1
6
0
t
h
S
t
1
6
0
t
h
S
t
Baseline Ave
Right
1
Thru
29
Left
3
Peds
0
InOut Total
75 33 108
Rig
h
t
3
Th
r
u
0
Le
f
t
2
Pe
d
s
0
Ou
t
To
t
a
l
In
3
5
8
Left
0
Thru
72
Right
0
Peds
0
Out TotalIn
31 72 103
Le
f
t
0
Th
r
u
0
Ri
g
h
t
0
Pe
d
s
0
To
t
a
l
Ou
t
In
1
0
1
Peak Hour Begins at 06:30 AM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : 160th St & Baseline Ave
Site Code : 1
Start Date : 5/13/2025
Page No : 3
Baseline Ave & 160th St
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Baseline Ave
From North
160th St
From East
Baseline Ave
From South
160th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 34 1 0 35 0 0 0 0 0 1 8 0 0 9 0 0 0 0 0 44
04:45 PM 0 33 0 0 33 0 0 0 0 0 0 13 1 0 14 0 0 0 0 0 47
05:00 PM 1 19 0 0 20 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 31
05:15 PM 0 26 3 0 29 3 0 0 0 3 0 10 0 0 10 0 0 0 0 0 42
Total Volume 1 112 4 0 117 3 0 0 0 3 1 42 1 0 44 0 0 0 0 0 164
% App. Total 0.9 95.7 3.4 0 100 0 0 0 2.3 95.5 2.3 0 0 0 0 0
PHF .250 .824 .333 .000 .836 .250 .000 .000 .000 .250 .250 .808 .250 .000 .786 .000 .000 .000 .000 .000 .872
Baseline Ave
1
6
0
t
h
S
t
1
6
0
t
h
S
t
Baseline Ave
Right
1
Thru
112
Left
4
Peds
0
InOut Total
45 117 162
Rig
h
t
3
Th
r
u
0
Le
f
t
0
Pe
d
s
0
Ou
t
To
t
a
l
In
5
3
8
Left
1
Thru
42
Right
1
Peds
0
Out TotalIn
112 44 156
Le
f
t
0
Th
r
u
0
Ri
g
h
t
0
Pe
d
s
0
To
t
a
l
Ou
t
In
2
0
2
Peak Hour Begins at 04:30 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : 160th St & Marshall Rd
Site Code : 2
Start Date : 5/13/2025
Page No : 1
Marshall Rd & 160th St
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
Marshall Rd
From North From East
Marshall Rd
From South
160th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
06:00 AM 1 18 0 0 19 0 0 0 0 0 0 77 1 0 78 0 0 0 0 0 97
06:15 AM 1 14 0 0 15 0 0 0 0 0 0 98 1 0 99 1 0 0 0 1 115
06:30 AM 0 31 0 0 31 0 0 0 0 0 0 132 2 0 134 1 0 0 0 1 166
06:45 AM 4 24 0 0 28 0 0 0 0 0 0 132 8 0 140 1 0 1 0 2 170
Total 6 87 0 0 93 0 0 0 0 0 0 439 12 0 451 3 0 1 0 4 548
07:00 AM 1 21 0 0 22 0 0 0 0 0 0 118 0 0 118 1 0 1 0 2 142
07:15 AM 2 49 0 0 51 0 0 0 0 0 0 154 0 0 154 1 0 1 0 2 207
07:30 AM 1 43 0 0 44 0 0 0 0 0 0 159 0 0 159 0 0 3 0 3 206
07:45 AM 1 48 0 0 49 0 0 0 0 0 0 132 3 0 135 1 0 1 0 2 186
Total 5 161 0 0 166 0 0 0 0 0 0 563 3 0 566 3 0 6 0 9 741
08:00 AM 2 46 0 0 48 0 0 0 0 0 0 101 1 0 102 0 0 0 0 0 150
08:15 AM 1 30 0 0 31 0 0 0 0 0 0 94 0 0 94 1 0 0 0 1 126
08:30 AM 1 36 0 0 37 0 0 0 0 0 0 94 0 0 94 1 0 1 0 2 133
08:45 AM 2 35 0 0 37 0 0 0 0 0 0 61 0 0 61 1 0 1 0 2 100
Total 6 147 0 0 153 0 0 0 0 0 0 350 1 0 351 3 0 2 0 5 509
04:00 PM 1 158 0 0 159 0 0 0 0 0 0 55 2 0 57 2 0 0 1 3 219
04:15 PM 3 191 0 0 194 0 0 0 0 0 0 55 1 0 56 1 0 0 0 1 251
04:30 PM 3 166 0 0 169 0 0 0 1 1 0 56 0 0 56 1 0 2 0 3 229
04:45 PM 1 145 0 0 146 0 0 0 0 0 0 57 0 0 57 1 0 2 0 3 206
Total 8 660 0 0 668 0 0 0 1 1 0 223 3 0 226 5 0 4 1 10 905
05:00 PM 0 125 0 0 125 0 0 0 0 0 0 43 0 0 43 1 0 1 0 2 170
05:15 PM 1 140 0 0 141 0 0 0 0 0 0 75 4 0 79 2 0 1 0 3 223
05:30 PM 0 100 0 0 100 0 0 0 0 0 0 76 0 0 76 0 0 1 0 1 177
05:45 PM 2 117 0 0 119 0 0 0 0 0 0 63 0 0 63 1 0 0 0 1 183
Total 3 482 0 0 485 0 0 0 0 0 0 257 4 0 261 4 0 3 0 7 753
06:00 PM 2 104 0 0 106 0 0 0 0 0 0 66 0 0 66 1 0 2 0 3 175
06:15 PM 2 89 0 0 91 0 0 0 0 0 0 46 0 0 46 0 0 3 0 3 140
06:30 PM 1 84 0 0 85 0 0 0 0 0 0 59 0 0 59 0 0 0 0 0 144
06:45 PM 0 73 0 0 73 0 0 0 0 0 0 46 0 0 46 1 0 0 0 1 120
Total 5 350 0 0 355 0 0 0 0 0 0 217 0 0 217 2 0 5 0 7 579
Grand Total 33 1887 0 0 1920 0 0 0 1 1 0 2049 23 0 2072 20 0 21 1 42 4035
Apprch %1.7 98.3 0 0 0 0 0 100 0 98.9 1.1 0 47.6 0 50 2.4
Total %0.8 46.8 0 0 47.6 0 0 0 0 0 0 50.8 0.6 0 51.4 0.5 0 0.5 0 1
vehicles & peds 33 1867 0 0 1900 0 0 0 0 0 0 2032 23 0 2055 20 0 20 0 40 3995
% vehicles & peds 100 98.9 0 0 99 0 0 0 0 0 0 99.2 100 0 99.2 100 0 95.2 0 95.2 99
heavy trucks & bikes 0 20 0 0 20 0 0 0 1 1 0 17 0 0 17 0 0 1 1 2 40
% heavy trucks & bikes 0 1.1 0 0 1 0 0 0 100 100 0 0.8 0 0 0.8 0 0 4.8 100 4.8 1
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : 160th St & Marshall Rd
Site Code : 2
Start Date : 5/13/2025
Page No : 2
Marshall Rd & 160th St
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Marshall Rd
From North From East
Marshall Rd
From South
160th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 2 49 0 0 51 0 0 0 0 0 0 154 0 0 154 1 0 1 0 2 207
07:30 AM 1 43 0 0 44 0 0 0 0 0 0 159 0 0 159 0 0 3 0 3 206
07:45 AM 1 48 0 0 49 0 0 0 0 0 0 132 3 0 135 1 0 1 0 2 186
08:00 AM 2 46 0 0 48 0 0 0 0 0 0 101 1 0 102 0 0 0 0 0 150
Total Volume 6 186 0 0 192 0 0 0 0 0 0 546 4 0 550 2 0 5 0 7 749
% App. Total 3.1 96.9 0 0 0 0 0 0 0 99.3 0.7 0 28.6 0 71.4 0
PHF .750 .949 .000 .000 .941 .000 .000 .000 .000 .000 .000 .858 .333 .000 .865 .500 .000 .417 .000 .583 .905
Marshall Rd
1
6
0
t
h
S
t
Marshall Rd
Right
6
Thru
186
Left
0
Peds
0
InOut Total
551 192 743
Rig
h
t
0
Th
r
u
0
Le
f
t
0
Pe
d
s
0
Ou
t
To
t
a
l
In
0
0
0
Left
4
Thru
546
Right
0
Peds
0
Out TotalIn
188 550 738
Le
f
t
5
Th
r
u
0
Ri
g
h
t
2
Pe
d
s
0
To
t
a
l
Ou
t
In
10
7
17
Peak Hour Begins at 07:15 AM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : 160th St & Marshall Rd
Site Code : 2
Start Date : 5/13/2025
Page No : 3
Marshall Rd & 160th St
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Marshall Rd
From North From East
Marshall Rd
From South
160th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 158 0 0 159 0 0 0 0 0 0 55 2 0 57 2 0 0 1 3 219
04:15 PM 3 191 0 0 194 0 0 0 0 0 0 55 1 0 56 1 0 0 0 1 251
04:30 PM 3 166 0 0 169 0 0 0 1 1 0 56 0 0 56 1 0 2 0 3 229
04:45 PM 1 145 0 0 146 0 0 0 0 0 0 57 0 0 57 1 0 2 0 3 206
Total Volume 8 660 0 0 668 0 0 0 1 1 0 223 3 0 226 5 0 4 1 10 905
% App. Total 1.2 98.8 0 0 0 0 0 100 0 98.7 1.3 0 50 0 40 10
PHF .667 .864 .000 .000 .861 .000 .000 .000 .250 .250 .000 .978 .375 .000 .991 .625 .000 .500 .250 .833 .901
Marshall Rd
1
6
0
t
h
S
t
Marshall Rd
Right
8
Thru
660
Left
0
Peds
0
InOut Total
227 668 895
Rig
h
t
0
Th
r
u
0
Le
f
t
0
Pe
d
s
1
Ou
t
To
t
a
l
In
0
1
1
Left
3
Thru
223
Right
0
Peds
0
Out TotalIn
665 226 891
Le
f
t
4
Th
r
u
0
Ri
g
h
t
5
Pe
d
s
1
To
t
a
l
Ou
t
In
11
10
21
Peak Hour Begins at 04:00 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : 170th St & Baseline Ave
Site Code : 3
Start Date : 5/13/1980
Page No : 1
170th St & Baseline Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - Heavy trucks & bikes
Baseline Ave
From North
170th St
From East
Baseline Ave
From South
170th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
06:00 AM 0 3 0 0 3 0 0 0 0 0 0 5 1 0 6 0 0 1 0 1 10
06:15 AM 0 1 0 0 1 0 0 0 0 0 0 11 0 0 11 0 0 2 0 2 14
06:30 AM 0 6 1 0 7 1 0 0 0 1 0 20 0 0 20 0 0 0 0 0 28
06:45 AM 0 8 0 0 8 0 0 0 0 0 0 19 0 0 19 0 0 0 0 0 27
Total 0 18 1 0 19 1 0 0 0 1 0 55 1 0 56 0 0 3 0 3 79
07:00 AM 1 7 0 0 8 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 21
07:15 AM 0 8 0 0 8 0 0 1 0 1 0 15 0 0 15 1 0 1 0 2 26
07:30 AM 0 3 0 0 3 0 0 1 0 1 0 18 0 0 18 1 0 1 0 2 24
07:45 AM 1 6 1 0 8 1 0 0 0 1 0 15 0 0 15 0 0 0 0 0 24
Total 2 24 1 0 27 1 0 2 0 3 0 61 0 0 61 2 0 2 0 4 95
08:00 AM 0 6 0 0 6 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 16
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 9
08:30 AM 0 7 0 0 7 1 0 0 0 1 0 12 0 0 12 0 0 1 0 1 21
08:45 AM 2 4 1 0 7 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 12
Total 2 17 1 0 20 1 0 0 0 1 0 36 0 0 36 0 0 1 0 1 58
09:00 AM 0 8 0 0 8 0 0 0 0 0 0 9 1 0 10 0 0 0 0 0 18
09:15 AM 0 4 0 2 6 1 0 0 0 1 0 6 0 0 6 0 0 0 0 0 13
09:30 AM 1 9 1 0 11 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 25
09:45 AM 0 2 1 0 3 0 0 0 0 0 0 8 0 0 8 0 0 1 2 3 14
Total 1 23 2 2 28 1 0 0 0 1 0 37 1 0 38 0 0 1 2 3 70
10:00 AM 0 3 0 0 3 0 0 0 1 1 0 5 0 0 5 0 0 0 0 0 9
10:15 AM 0 4 1 0 5 1 0 0 0 1 1 5 0 0 6 0 0 0 0 0 12
10:30 AM 0 7 0 0 7 0 1 0 0 1 0 7 1 0 8 0 0 0 0 0 16
10:45 AM 0 11 1 0 12 1 0 0 0 1 1 11 0 0 12 0 0 0 0 0 25
Total 0 25 2 0 27 2 1 0 1 4 2 28 1 0 31 0 0 0 0 0 62
11:00 AM 0 6 0 0 6 1 0 0 0 1 0 9 0 0 9 0 1 0 0 1 17
11:15 AM 0 8 1 0 9 1 1 0 0 2 0 8 0 2 10 0 0 0 0 0 21
11:30 AM 0 6 0 1 7 0 0 0 0 0 2 7 0 0 9 0 0 0 0 0 16
11:45 AM 0 6 0 0 6 2 0 0 0 2 0 4 0 0 4 0 0 1 0 1 13
Total 0 26 1 1 28 4 1 0 0 5 2 28 0 2 32 0 1 1 0 2 67
12:00 PM 0 17 1 0 18 1 0 0 0 1 0 9 0 0 9 1 0 0 1 2 30
12:15 PM 1 7 1 0 9 1 1 0 0 2 0 4 0 0 4 0 0 0 0 0 15
12:30 PM 0 5 0 0 5 0 0 0 0 0 0 4 0 0 4 0 0 1 0 1 10
12:45 PM 0 5 1 0 6 1 0 0 0 1 0 4 0 0 4 0 1 3 0 4 15
Total 1 34 3 0 38 3 1 0 0 4 0 21 0 0 21 1 1 4 1 7 70
01:00 PM 0 3 0 0 3 0 2 0 0 2 0 5 0 0 5 0 0 0 0 0 10
01:15 PM 0 4 0 0 4 1 0 0 0 1 0 4 0 0 4 0 1 0 0 1 10
01:30 PM 1 10 1 0 12 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 17
01:45 PM 0 7 0 0 7 1 0 0 1 2 0 5 0 0 5 0 0 0 0 0 14
Total 1 24 1 0 26 2 2 0 1 5 0 19 0 0 19 0 1 0 0 1 51
02:00 PM 2 8 0 0 10 0 1 0 0 1 0 2 0 0 2 2 0 1 1 4 17
02:15 PM 1 8 2 0 11 0 0 0 1 1 0 1 0 0 1 0 0 0 0 0 13
02:30 PM 1 13 0 0 14 0 1 1 0 2 0 4 0 0 4 0 0 1 0 1 21
02:45 PM 0 11 1 0 12 1 0 0 0 1 0 7 0 0 7 0 0 0 0 0 20
Total 4 40 3 0 47 1 2 1 1 5 0 14 0 0 14 2 0 2 1 5 71
03:00 PM 0 14 2 0 16 0 0 0 0 0 0 6 0 0 6 0 0 0 1 1 23
03:15 PM 1 18 1 0 20 1 0 0 0 1 0 4 0 0 4 1 0 0 0 1 26
03:30 PM 0 31 1 0 32 1 0 0 0 1 0 4 0 0 4 0 0 3 0 3 40
03:45 PM 0 21 0 0 21 0 0 0 0 0 1 9 0 0 10 0 0 0 0 0 31
Total 1 84 4 0 89 2 0 0 0 2 1 23 0 0 24 1 0 3 1 5 120
04:00 PM 0 19 0 0 19 0 0 0 0 0 1 6 0 0 7 0 0 0 0 0 26
04:15 PM 0 25 0 0 25 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 29
04:30 PM 0 33 1 0 34 2 1 0 0 3 0 7 1 0 8 0 0 1 0 1 46
04:45 PM 1 29 2 0 32 2 1 0 0 3 0 11 0 0 11 0 0 0 0 0 46
Total 1 106 3 0 110 4 2 0 0 6 2 27 1 0 30 0 0 1 0 1 147
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : 170th St & Baseline Ave
Site Code : 3
Start Date : 5/13/1980
Page No : 2
170th St & Baseline Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - Heavy trucks & bikes
Baseline Ave
From North
170th St
From East
Baseline Ave
From South
170th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
05:00 PM 0 21 2 1 24 2 2 0 0 4 0 9 0 0 9 0 0 0 0 0 37
05:15 PM 0 23 0 0 23 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 32
05:30 PM 0 13 2 0 15 0 0 0 0 0 0 8 0 1 9 0 0 0 0 0 24
05:45 PM 2 17 1 0 20 0 0 0 0 0 1 7 0 0 8 1 0 0 1 2 30
Total 2 74 5 1 82 2 2 0 0 4 1 33 0 1 35 1 0 0 1 2 123
06:00 PM 0 10 1 0 11 1 0 1 0 2 0 4 0 0 4 0 0 0 0 0 17
06:15 PM 2 17 1 0 20 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 28
06:30 PM 0 12 0 0 12 0 0 1 0 1 0 7 0 0 7 1 0 1 1 3 23
06:45 PM 0 10 0 1 11 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 17
Total 2 49 2 1 54 1 0 2 0 3 0 25 0 0 25 1 0 1 1 3 85
Grand Total 17 544 29 5 595 25 11 5 3 44 8 407 4 3 422 8 3 19 7 37 1098
Apprch %2.9 91.4 4.9 0.8 56.8 25 11.4 6.8 1.9 96.4 0.9 0.7 21.6 8.1 51.4 18.9
Total %1.5 49.5 2.6 0.5 54.2 2.3 1 0.5 0.3 4 0.7 37.1 0.4 0.3 38.4 0.7 0.3 1.7 0.6 3.4
vehicles & peds
% vehicles & peds 94.1 99.1 100 20 98.3 100 100 100 33.3 95.5 100 99 100 0 98.3 100 100 100 28.6 86.5 97.8
Heavy trucks & bikes 1 5 0 4 10 0 0 0 2 2 0 4 0 3 7 0 0 0 5 5 24
% Heavy trucks & bikes 5.9 0.9 0 80 1.7 0 0 0 66.7 4.5 0 1 0 100 1.7 0 0 0 71.4 13.5 2.2
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : 170th St & Baseline Ave
Site Code : 3
Start Date : 5/13/1980
Page No : 3
170th St & Baseline Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Baseline Ave
From North
170th St
From East
Baseline Ave
From South
170th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 06:30 AM
06:30 AM 0 6 1 0 7 1 0 0 0 1 0 20 0 0 20 0 0 0 0 0 28
06:45 AM 0 8 0 0 8 0 0 0 0 0 0 19 0 0 19 0 0 0 0 0 27
07:00 AM 1 7 0 0 8 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 21
07:15 AM 0 8 0 0 8 0 0 1 0 1 0 15 0 0 15 1 0 1 0 2 26
Total Volume 1 29 1 0 31 1 0 1 0 2 0 67 0 0 67 1 0 1 0 2 102
% App. Total 3.2 93.5 3.2 0 50 0 50 0 0 100 0 0 50 0 50 0
PHF .250 .906 .250 .000 .969 .250 .000 .250 .000 .500 .000 .838 .000 .000 .838 .250 .000 .250 .000 .250 .911
Baseline Ave
1
7
0
t
h
S
t
1
7
0
t
h
S
t
Baseline Ave
Right
1
Thru
29
Left
1
Peds
0
InOut Total
69 31 100
Rig
h
t
1
Th
r
u
0
Le
f
t
1
Pe
d
s
0
Ou
t
To
t
a
l
In
1
2
3
Left
0
Thru
67
Right
0
Peds
0
Out TotalIn
31 67 98
Le
f
t
1
Th
r
u
0
Ri
g
h
t
1
Pe
d
s
0
To
t
a
l
Ou
t
In
1
2
3
Peak Hour Begins at 06:30 AM
vehicles & peds
Heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : 170th St & Baseline Ave
Site Code : 3
Start Date : 5/13/1980
Page No : 4
170th St & Baseline Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Baseline Ave
From North
170th St
From East
Baseline Ave
From South
170th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:15 AM
11:15 AM 0 8 1 0 9 1 1 0 0 2 0 8 0 2 10 0 0 0 0 0 21
11:30 AM 0 6 0 1 7 0 0 0 0 0 2 7 0 0 9 0 0 0 0 0 16
11:45 AM 0 6 0 0 6 2 0 0 0 2 0 4 0 0 4 0 0 1 0 1 13
12:00 PM 0 17 1 0 18 1 0 0 0 1 0 9 0 0 9 1 0 0 1 2 30
Total Volume 0 37 2 1 40 4 1 0 0 5 2 28 0 2 32 1 0 1 1 3 80
% App. Total 0 92.5 5 2.5 80 20 0 0 6.2 87.5 0 6.2 33.3 0 33.3 33.3
PHF .000 .544 .500 .250 .556 .500 .250 .000 .000 .625 .250 .778 .000 .250 .800 .250 .000 .250 .250 .375 .667
Baseline Ave
1
7
0
t
h
S
t
1
7
0
t
h
S
t
Baseline Ave
Right
0
Thru
37
Left
2
Peds
1
InOut Total
33 40 73
Rig
h
t
4
Th
r
u
1
Le
f
t
0
Pe
d
s
0
Ou
t
To
t
a
l
In
4
5
9
Left
0
Thru
28
Right
2
Peds
2
Out TotalIn
38 32 70
Le
f
t
1
Th
r
u
0
Ri
g
h
t
1
Pe
d
s
1
To
t
a
l
Ou
t
In
1
3
4
Peak Hour Begins at 11:15 AM
vehicles & peds
Heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : 170th St & Baseline Ave
Site Code : 3
Start Date : 5/13/1980
Page No : 5
170th St & Baseline Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Baseline Ave
From North
170th St
From East
Baseline Ave
From South
170th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 33 1 0 34 2 1 0 0 3 0 7 1 0 8 0 0 1 0 1 46
04:45 PM 1 29 2 0 32 2 1 0 0 3 0 11 0 0 11 0 0 0 0 0 46
05:00 PM 0 21 2 1 24 2 2 0 0 4 0 9 0 0 9 0 0 0 0 0 37
05:15 PM 0 23 0 0 23 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 32
Total Volume 1 106 5 1 113 6 4 0 0 10 0 36 1 0 37 0 0 1 0 1 161
% App. Total 0.9 93.8 4.4 0.9 60 40 0 0 0 97.3 2.7 0 0 0 100 0
PHF .250 .803 .625 .250 .831 .750 .500 .000 .000 .625 .000 .818 .250 .000 .841 .000 .000 .250 .000 .250 .875
Baseline Ave
1
7
0
t
h
S
t
1
7
0
t
h
S
t
Baseline Ave
Right
1
Thru
106
Left
5
Peds
1
InOut Total
43 113 156
Rig
h
t
6
Th
r
u
4
Le
f
t
0
Pe
d
s
0
Ou
t
To
t
a
l
In
5
10
15
Left
1
Thru
36
Right
0
Peds
0
Out TotalIn
106 37 143
Le
f
t
1
Th
r
u
0
Ri
g
h
t
0
Pe
d
s
0
To
t
a
l
Ou
t
In
6
1
7
Peak Hour Begins at 04:30 PM
vehicles & peds
Heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : Marshall Rd & 170th St
Site Code : 4
Start Date : 5/13/2025
Page No : 1
Marshall Rd & 170th St
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
Marshall Rd
From North
170th St
From East
Marshall Rd
From South
170th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
06:00 AM 0 9 2 0 11 10 1 1 0 12 6 71 0 0 77 0 0 0 0 0 100
06:15 AM 1 15 2 0 18 13 0 2 0 15 4 84 2 0 90 0 3 0 0 3 126
06:30 AM 0 24 3 0 27 16 1 1 1 19 4 105 1 0 110 1 2 3 0 6 162
06:45 AM 1 19 7 0 27 21 0 2 0 23 9 107 0 2 118 1 1 4 0 6 174
Total 2 67 14 0 83 60 2 6 1 69 23 367 3 2 395 2 6 7 0 15 562
07:00 AM 3 17 3 0 23 15 1 5 0 21 2 99 1 0 102 0 3 2 0 5 151
07:15 AM 1 30 9 0 40 25 4 7 0 36 9 110 1 0 120 0 2 3 0 5 201
07:30 AM 2 28 14 0 44 27 0 4 0 31 6 119 0 0 125 0 1 2 0 3 203
07:45 AM 0 30 14 0 44 19 0 4 0 23 13 103 0 0 116 0 3 2 0 5 188
Total 6 105 40 0 151 86 5 20 0 111 30 431 2 0 463 0 9 9 0 18 743
08:00 AM 0 26 13 0 39 19 2 9 0 30 9 80 1 0 90 0 1 1 0 2 161
08:15 AM 0 21 10 0 31 19 2 3 0 24 7 73 0 0 80 0 1 3 0 4 139
08:30 AM 1 20 12 0 33 16 2 3 0 21 6 67 0 0 73 0 4 1 0 5 132
08:45 AM 1 29 5 0 35 9 2 4 0 15 4 47 0 0 51 0 2 2 0 4 105
Total 2 96 40 0 138 63 8 19 0 90 26 267 1 0 294 0 8 7 0 15 537
09:00 AM 1 35 10 0 46 9 2 2 0 13 4 48 0 0 52 0 1 1 4 6 117
09:15 AM 1 28 12 0 41 11 1 2 0 14 3 41 2 0 46 0 2 3 0 5 106
09:30 AM 1 21 8 0 30 12 2 11 0 25 2 43 1 0 46 0 2 0 0 2 103
09:45 AM 0 28 12 0 40 11 3 4 0 18 4 43 1 0 48 0 2 3 0 5 111
Total 3 112 42 0 157 43 8 19 0 70 13 175 4 0 192 0 7 7 4 18 437
10:00 AM 3 27 5 0 35 9 3 6 0 18 7 45 0 0 52 0 0 1 0 1 106
10:15 AM 0 26 9 0 35 10 3 9 0 22 6 42 3 1 52 0 1 1 5 7 116
10:30 AM 2 24 13 0 39 9 1 4 0 14 6 46 0 0 52 0 0 1 3 4 109
10:45 AM 0 23 9 0 32 8 0 6 0 14 5 40 0 1 46 0 3 2 0 5 97
Total 5 100 36 0 141 36 7 25 0 68 24 173 3 2 202 0 4 5 8 17 428
11:00 AM 1 25 16 0 42 13 1 5 1 20 2 26 1 0 29 0 3 2 0 5 96
11:15 AM 3 40 17 0 60 10 3 5 0 18 2 38 0 0 40 0 2 3 0 5 123
11:30 AM 3 36 15 0 54 7 1 8 0 16 6 31 0 0 37 0 2 4 0 6 113
11:45 AM 0 34 8 0 42 9 0 7 0 16 5 20 0 0 25 1 2 3 0 6 89
Total 7 135 56 0 198 39 5 25 1 70 15 115 1 0 131 1 9 12 0 22 421
12:00 PM 1 36 12 0 49 16 2 7 0 25 9 45 0 0 54 0 1 2 0 3 131
12:15 PM 0 27 22 0 49 6 2 6 0 14 4 36 1 0 41 0 2 1 0 3 107
12:30 PM 0 40 17 0 57 17 1 8 0 26 7 31 0 0 38 2 2 3 0 7 128
12:45 PM 2 36 16 0 54 7 3 9 0 19 9 30 2 0 41 0 3 0 0 3 117
Total 3 139 67 0 209 46 8 30 0 84 29 142 3 0 174 2 8 6 0 16 483
01:00 PM 0 36 10 0 46 10 3 2 0 15 4 24 1 2 31 0 2 1 0 3 95
01:15 PM 0 32 15 0 47 9 1 5 0 15 6 36 0 1 43 0 1 1 0 2 107
01:30 PM 1 44 22 0 67 10 1 6 0 17 4 40 0 0 44 0 2 0 0 2 130
01:45 PM 1 38 19 0 58 11 0 5 0 16 6 23 0 0 29 1 2 0 0 3 106
Total 2 150 66 0 218 40 5 18 0 63 20 123 1 3 147 1 7 2 0 10 438
02:00 PM 2 47 18 0 67 11 3 6 0 20 3 27 0 0 30 0 1 0 0 1 118
02:15 PM 0 71 14 0 85 15 2 7 0 24 5 37 1 0 43 0 3 1 0 4 156
02:30 PM 3 63 14 0 80 10 2 9 0 21 4 23 0 0 27 1 6 1 0 8 136
02:45 PM 1 64 8 0 73 9 4 8 0 21 3 42 1 0 46 1 4 3 0 8 148
Total 6 245 54 0 305 45 11 30 0 86 15 129 2 0 146 2 14 5 0 21 558
03:00 PM 2 77 29 0 108 8 1 6 0 15 8 26 1 0 35 1 5 4 0 10 168
03:15 PM 7 112 19 0 138 12 6 11 0 29 3 31 1 0 35 0 8 0 0 8 210
03:30 PM 3 118 32 0 153 18 2 13 0 33 6 46 0 1 53 2 3 1 0 6 245
03:45 PM 3 104 33 0 140 12 1 14 0 27 6 41 0 0 47 1 0 1 0 2 216
Total 15 411 113 0 539 50 10 44 0 104 23 144 2 1 170 4 16 6 0 26 839
04:00 PM 0 123 29 0 152 14 4 15 0 33 4 39 0 0 43 1 3 3 0 7 235
04:15 PM 3 147 34 1 185 15 1 6 0 22 7 39 0 0 46 0 3 0 0 3 256
04:30 PM 4 121 33 0 158 15 1 11 1 28 5 37 0 0 42 0 3 1 0 4 232
04:45 PM 3 115 32 1 151 12 4 10 0 26 6 32 1 0 39 0 2 2 0 4 220
Total 10 506 128 2 646 56 10 42 1 109 22 147 1 0 170 1 11 6 0 18 943
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : Marshall Rd & 170th St
Site Code : 4
Start Date : 5/13/2025
Page No : 2
Marshall Rd & 170th St
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
Marshall Rd
From North
170th St
From East
Marshall Rd
From South
170th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
05:00 PM 4 88 23 0 115 7 5 18 0 30 9 37 0 0 46 0 3 0 0 3 194
05:15 PM 2 110 25 0 137 15 3 11 0 29 6 58 1 0 65 0 2 1 0 3 234
05:30 PM 2 70 22 0 94 16 5 14 0 35 7 52 1 0 60 0 2 2 0 4 193
05:45 PM 2 92 28 0 122 11 5 19 0 35 10 46 0 1 57 0 3 0 0 3 217
Total 10 360 98 0 468 49 18 62 0 129 32 193 2 1 228 0 10 3 0 13 838
06:00 PM 2 70 15 0 87 16 1 12 0 29 5 47 0 0 52 0 2 0 0 2 170
06:15 PM 4 73 12 0 89 7 2 2 0 11 2 36 0 0 38 1 2 5 0 8 146
06:30 PM 2 59 15 0 76 12 1 11 0 24 6 41 0 0 47 2 2 1 0 5 152
06:45 PM 3 51 22 0 76 15 2 9 0 26 3 28 0 0 31 0 0 0 0 0 133
Total 11 253 64 0 328 50 6 34 0 90 16 152 0 0 168 3 6 6 0 15 601
07:00 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
Grand Total 82 2679 818 2 3581 664 103 374 3 1144 288 2558 25 9 2880 16 115 81 12 224 7829
Apprch %2.3 74.8 22.8 0.1 58 9 32.7 0.3 10 88.8 0.9 0.3 7.1 51.3 36.2 5.4
Total %1 34.2 10.4 0 45.7 8.5 1.3 4.8 0 14.6 3.7 32.7 0.3 0.1 36.8 0.2 1.5 1 0.2 2.9
vehicles & peds 82 2590 810 0 3482 661 103 372 1 1137 286 2530 25 3 2844 16 114 80 12 222 7685
% vehicles & peds 100 96.7 99 0 97.2 99.5 100 99.5 33.3 99.4 99.3 98.9 100 33.3 98.8 100 99.1 98.8 100 99.1 98.2
heavy trucks & bikes 0 89 8 2 99 3 0 2 2 7 2 28 0 6 36 0 1 1 0 2 144
% heavy trucks & bikes 0 3.3 1 100 2.8 0.5 0 0.5 66.7 0.6 0.7 1.1 0 66.7 1.2 0 0.9 1.2 0 0.9 1.8
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : Marshall Rd & 170th St
Site Code : 4
Start Date : 5/13/2025
Page No : 3
Marshall Rd & 170th St
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Marshall Rd
From North
170th St
From East
Marshall Rd
From South
170th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 1 30 9 0 40 25 4 7 0 36 9 110 1 0 120 0 2 3 0 5 201
07:30 AM 2 28 14 0 44 27 0 4 0 31 6 119 0 0 125 0 1 2 0 3 203
07:45 AM 0 30 14 0 44 19 0 4 0 23 13 103 0 0 116 0 3 2 0 5 188
08:00 AM 0 26 13 0 39 19 2 9 0 30 9 80 1 0 90 0 1 1 0 2 161
Total Volume 3 114 50 0 167 90 6 24 0 120 37 412 2 0 451 0 7 8 0 15 753
% App. Total 1.8 68.3 29.9 0 75 5 20 0 8.2 91.4 0.4 0 0 46.7 53.3 0
PHF .375 .950 .893 .000 .949 .833 .375 .667 .000 .833 .712 .866 .500 .000 .902 .000 .583 .667 .000 .750 .927
Marshall Rd
1
7
0
t
h
S
t
1
7
0
t
h
S
t
Marshall Rd
Right
3
Thru
114
Left
50
Peds
0
InOut Total
510 167 677
Rig
h
t
90
Th
r
u
6
Le
f
t
24
Pe
d
s
0
Ou
t
To
t
a
l
In
94
12
0
21
4
Left
2
Thru
412
Right
37
Peds
0
Out TotalIn
138 451 589
Le
f
t
8
Th
r
u
7
Ri
g
h
t
0
Pe
d
s
0
To
t
a
l
Ou
t
In
11
15
26
Peak Hour Begins at 07:15 AM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : Marshall Rd & 170th St
Site Code : 4
Start Date : 5/13/2025
Page No : 4
Marshall Rd & 170th St
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Marshall Rd
From North
170th St
From East
Marshall Rd
From South
170th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 1 36 12 0 49 16 2 7 0 25 9 45 0 0 54 0 1 2 0 3 131
12:15 PM 0 27 22 0 49 6 2 6 0 14 4 36 1 0 41 0 2 1 0 3 107
12:30 PM 0 40 17 0 57 17 1 8 0 26 7 31 0 0 38 2 2 3 0 7 128
12:45 PM 2 36 16 0 54 7 3 9 0 19 9 30 2 0 41 0 3 0 0 3 117
Total Volume 3 139 67 0 209 46 8 30 0 84 29 142 3 0 174 2 8 6 0 16 483
% App. Total 1.4 66.5 32.1 0 54.8 9.5 35.7 0 16.7 81.6 1.7 0 12.5 50 37.5 0
PHF .375 .869 .761 .000 .917 .676 .667 .833 .000 .808 .806 .789 .375 .000 .806 .250 .667 .500 .000 .571 .922
Marshall Rd
1
7
0
t
h
S
t
1
7
0
t
h
S
t
Marshall Rd
Right
3
Thru
139
Left
67
Peds
0
InOut Total
194 209 403
Rig
h
t
46
Th
r
u
8
Le
f
t
30
Pe
d
s
0
Ou
t
To
t
a
l
In
10
4
84
18
8
Left
3
Thru
142
Right
29
Peds
0
Out TotalIn
171 174 345
Le
f
t
6
Th
r
u
8
Ri
g
h
t
2
Pe
d
s
0
To
t
a
l
Ou
t
In
14
16
30
Peak Hour Begins at 12:00 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : Marshall Rd & 170th St
Site Code : 4
Start Date : 5/13/2025
Page No : 5
Marshall Rd & 170th St
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Marshall Rd
From North
170th St
From East
Marshall Rd
From South
170th St
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 02:00 PM to 07:00 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 3 118 32 0 153 18 2 13 0 33 6 46 0 1 53 2 3 1 0 6 245
03:45 PM 3 104 33 0 140 12 1 14 0 27 6 41 0 0 47 1 0 1 0 2 216
04:00 PM 0 123 29 0 152 14 4 15 0 33 4 39 0 0 43 1 3 3 0 7 235
04:15 PM 3 147 34 1 185 15 1 6 0 22 7 39 0 0 46 0 3 0 0 3 256
Total Volume 9 492 128 1 630 59 8 48 0 115 23 165 0 1 189 4 9 5 0 18 952
% App. Total 1.4 78.1 20.3 0.2 51.3 7 41.7 0 12.2 87.3 0 0.5 22.2 50 27.8 0
PHF .750 .837 .941 .250 .851 .819 .500 .800 .000 .871 .821 .897 .000 .250 .892 .500 .750 .417 .000 .643 .930
Marshall Rd
1
7
0
t
h
S
t
1
7
0
t
h
S
t
Marshall Rd
Right
9
Thru
492
Left
128
Peds
1
InOut Total
229 630 859
Rig
h
t
59
Th
r
u
8
Le
f
t
48
Pe
d
s
0
Ou
t
To
t
a
l
In
16
0
11
5
27
5
Left
0
Thru
165
Right
23
Peds
1
Out TotalIn
544 189 733
Le
f
t
5
Th
r
u
9
Ri
g
h
t
4
Pe
d
s
0
To
t
a
l
Ou
t
In
17
18
35
Peak Hour Begins at 03:30 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : Shoreline Blvd & Stemmer Ridge Rd
Site Code : 5
Start Date : 5/13/2025
Page No : 1
Shoreline Blvd & Stemmer Ridge Rd
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
Stemmer Ridge Rd
From North
Shoreline Blvd
From East
driveway
From South
Shoreline Blvd
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
06:00 AM 0 0 5 0 5 4 12 0 0 16 0 0 0 0 0 0 2 5 0 7 28
06:15 AM 2 0 4 1 7 2 12 0 1 15 0 0 0 0 0 0 8 2 0 10 32
06:30 AM 1 0 10 2 13 8 17 0 0 25 0 0 0 0 0 0 7 5 1 13 51
06:45 AM 4 0 8 1 13 7 20 0 0 27 0 0 0 0 0 0 8 11 0 19 59
Total 7 0 27 4 38 21 61 0 1 83 0 0 0 0 0 0 25 23 1 49 170
07:00 AM 7 0 17 3 27 5 20 0 0 25 0 0 0 0 0 0 10 3 0 13 65
07:15 AM 5 0 8 0 13 12 31 0 0 43 0 0 0 0 0 0 18 6 0 24 80
07:30 AM 4 0 24 0 28 16 25 1 0 42 0 0 0 2 2 0 16 5 1 22 94
07:45 AM 2 0 6 0 8 11 22 1 0 34 0 0 0 2 2 0 21 8 1 30 74
Total 18 0 55 3 76 44 98 2 0 144 0 0 0 4 4 0 65 22 2 89 313
08:00 AM 7 0 10 0 17 5 24 0 0 29 0 0 0 0 0 0 19 8 0 27 73
08:15 AM 4 0 12 2 18 10 21 0 1 32 0 0 0 2 2 0 11 8 1 20 72
08:30 AM 2 0 13 0 15 9 17 0 0 26 0 0 0 0 0 0 21 2 2 25 66
08:45 AM 4 0 9 1 14 9 12 0 0 21 0 0 0 1 1 1 5 6 0 12 48
Total 17 0 44 3 64 33 74 0 1 108 0 0 0 3 3 1 56 24 3 84 259
04:00 PM 10 0 10 0 20 17 23 0 0 40 0 0 0 1 1 0 29 4 0 33 94
04:15 PM 7 0 16 2 25 8 18 0 0 26 0 0 0 4 4 0 40 5 1 46 101
04:30 PM 12 0 12 2 26 10 21 0 0 31 0 0 0 3 3 0 39 4 0 43 103
04:45 PM 9 0 15 2 26 13 23 0 0 36 0 0 0 0 0 0 34 4 0 38 100
Total 38 0 53 6 97 48 85 0 0 133 0 0 0 8 8 0 142 17 1 160 398
05:00 PM 16 0 11 2 29 22 15 0 0 37 0 0 0 1 1 0 36 5 5 46 113
05:15 PM 11 0 11 0 22 17 17 0 1 35 0 0 0 4 4 0 23 4 2 29 90
05:30 PM 15 0 15 0 30 22 24 0 0 46 0 0 0 2 2 0 22 5 2 29 107
05:45 PM 19 0 16 1 36 31 16 0 0 47 0 0 0 0 0 0 37 10 2 49 132
Total 61 0 53 3 117 92 72 0 1 165 0 0 0 7 7 0 118 24 11 153 442
06:00 PM 10 0 18 0 28 11 23 0 0 34 0 0 0 0 0 0 15 4 0 19 81
06:15 PM 5 0 12 0 17 10 6 0 0 16 0 0 0 1 1 0 19 4 0 23 57
06:30 PM 10 0 11 4 25 9 15 0 0 24 0 0 0 0 0 0 11 6 2 19 68
06:45 PM 10 0 12 0 22 10 12 0 0 22 0 0 0 1 1 0 28 1 1 30 75
Total 35 0 53 4 92 40 56 0 0 96 0 0 0 2 2 0 73 15 3 91 281
Grand Total 176 0 285 23 484 278 446 2 3 729 0 0 0 24 24 1 479 125 21 626 1863
Apprch %36.4 0 58.9 4.8 38.1 61.2 0.3 0.4 0 0 0 100 0.2 76.5 20 3.4
Total %9.4 0 15.3 1.2 26 14.9 23.9 0.1 0.2 39.1 0 0 0 1.3 1.3 0.1 25.7 6.7 1.1 33.6
vehicles & peds
% vehicles & peds 99.4 0 100 60.9 97.9 100 100 100 100 100 0 0 0 79.2 79.2 100 100 99.2 85.7 99.4 99
heavy trucks & bikes 1 0 0 9 10 0 0 0 0 0 0 0 0 5 5 0 0 1 3 4 19
% heavy trucks & bikes 0.6 0 0 39.1 2.1 0 0 0 0 0 0 0 0 20.8 20.8 0 0 0.8 14.3 0.6 1
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : Shoreline Blvd & Stemmer Ridge Rd
Site Code : 5
Start Date : 5/13/2025
Page No : 2
Shoreline Blvd & Stemmer Ridge Rd
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Stemmer Ridge Rd
From North
Shoreline Blvd
From East
driveway
From South
Shoreline Blvd
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 5 0 8 0 13 12 31 0 0 43 0 0 0 0 0 0 18 6 0 24 80
07:30 AM 4 0 24 0 28 16 25 1 0 42 0 0 0 2 2 0 16 5 1 22 94
07:45 AM 2 0 6 0 8 11 22 1 0 34 0 0 0 2 2 0 21 8 1 30 74
08:00 AM 7 0 10 0 17 5 24 0 0 29 0 0 0 0 0 0 19 8 0 27 73
Total Volume 18 0 48 0 66 44 102 2 0 148 0 0 0 4 4 0 74 27 2 103 321
% App. Total 27.3 0 72.7 0 29.7 68.9 1.4 0 0 0 0 100 0 71.8 26.2 1.9
PHF .643 .000 .500 .000 .589 .688 .823 .500 .000 .860 .000 .000 .000 .500 .500 .000 .881 .844 .500 .858 .854
Stemmer Ridge Rd
S
h
o
r
e
l
i
n
e
B
l
v
d
S
h
o
r
e
l
i
n
e
B
l
v
d
driveway
Right
18
Thru
0
Left
48
Peds
0
InOut Total
71 66 137
Rig
h
t
44
Th
r
u
10
2
Le
f
t
2
Pe
d
s
0
Ou
t
To
t
a
l
In
12
2
14
8
27
0
Left
0
Thru
0
Right
0
Peds
4
Out TotalIn
2 4 6
Le
f
t
27
Th
r
u
74
Ri
g
h
t
0
Pe
d
s
2
To
t
a
l
Ou
t
In
12
0
10
3
22
3
Peak Hour Begins at 07:15 AM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : Shoreline Blvd & Stemmer Ridge Rd
Site Code : 5
Start Date : 5/13/2025
Page No : 3
Shoreline Blvd & Stemmer Ridge Rd
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Stemmer Ridge Rd
From North
Shoreline Blvd
From East
driveway
From South
Shoreline Blvd
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 16 0 11 2 29 22 15 0 0 37 0 0 0 1 1 0 36 5 5 46 113
05:15 PM 11 0 11 0 22 17 17 0 1 35 0 0 0 4 4 0 23 4 2 29 90
05:30 PM 15 0 15 0 30 22 24 0 0 46 0 0 0 2 2 0 22 5 2 29 107
05:45 PM 19 0 16 1 36 31 16 0 0 47 0 0 0 0 0 0 37 10 2 49 132
Total Volume 61 0 53 3 117 92 72 0 1 165 0 0 0 7 7 0 118 24 11 153 442
% App. Total 52.1 0 45.3 2.6 55.8 43.6 0 0.6 0 0 0 100 0 77.1 15.7 7.2
PHF .803 .000 .828 .375 .813 .742 .750 .000 .250 .878 .000 .000 .000 .438 .438 .000 .797 .600 .550 .781 .837
Stemmer Ridge Rd
S
h
o
r
e
l
i
n
e
B
l
v
d
S
h
o
r
e
l
i
n
e
B
l
v
d
driveway
Right
61
Thru
0
Left
53
Peds
3
InOut Total
116 117 233
Rig
h
t
92
Th
r
u
72
Le
f
t
0
Pe
d
s
1
Ou
t
To
t
a
l
In
17
1
16
5
33
6
Left
0
Thru
0
Right
0
Peds
7
Out TotalIn
0 7 7
Le
f
t
24
Th
r
u
11
8
Ri
g
h
t
0
Pe
d
s
11
To
t
a
l
Ou
t
In
13
3
15
3
28
6
Peak Hour Begins at 05:00 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 282 & Baseline Ave
Site Code : 6
Start Date : 5/13/1980
Page No : 1
TH 282 & Baseline Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
Baseline Ave
From North
TH 282
From East
Baseline Ave
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
06:00 AM 0 0 0 0 0 2 17 0 0 19 2 5 1 0 8 0 38 0 0 38 65
06:15 AM 1 0 3 0 4 3 22 0 0 25 2 7 1 0 10 0 53 1 0 54 93
06:30 AM 0 3 4 0 7 7 41 0 0 48 2 11 0 0 13 1 72 0 0 73 141
06:45 AM 1 4 2 0 7 5 42 0 0 47 4 7 1 0 12 0 66 3 0 69 135
Total 2 7 9 0 18 17 122 0 0 139 10 30 3 0 43 1 229 4 0 234 434
07:00 AM 1 3 1 0 5 3 29 1 0 33 7 8 2 0 17 0 58 1 0 59 114
07:15 AM 2 3 6 0 11 5 49 0 0 54 2 11 0 0 13 0 75 0 0 75 153
07:30 AM 0 2 4 0 6 3 55 0 0 58 5 13 1 0 19 0 92 0 0 92 175
07:45 AM 3 2 2 0 7 3 50 1 1 55 2 10 0 0 12 0 67 1 0 68 142
Total 6 10 13 0 29 14 183 2 1 200 16 42 3 0 61 0 292 2 0 294 584
08:00 AM 0 3 3 0 6 4 36 2 0 42 5 4 0 0 9 0 63 1 0 64 121
08:15 AM 0 0 0 0 0 3 31 0 0 34 0 9 0 0 9 1 70 0 0 71 114
08:30 AM 1 3 2 0 6 2 35 0 0 37 2 7 0 0 9 1 52 1 0 54 106
08:45 AM 1 3 2 0 6 3 23 2 0 28 1 3 0 0 4 1 53 0 0 54 92
Total 2 9 7 0 18 12 125 4 0 141 8 23 0 0 31 3 238 2 0 243 433
09:00 AM 2 4 1 0 7 4 32 0 0 36 3 4 1 0 8 1 40 2 0 43 94
09:15 AM 2 2 1 0 5 3 34 1 0 38 3 4 0 0 7 1 36 0 0 37 87
09:30 AM 0 5 2 0 7 2 40 0 0 42 0 8 0 0 8 0 33 0 0 33 90
09:45 AM 0 1 2 0 3 2 30 1 0 33 0 5 2 0 7 1 34 2 2 39 82
Total 4 12 6 0 22 11 136 2 0 149 6 21 3 0 30 3 143 4 2 152 353
10:00 AM 0 1 2 0 3 3 34 2 1 40 4 2 0 0 6 0 36 0 0 36 85
10:15 AM 1 2 1 0 4 2 42 0 0 44 0 5 1 0 6 2 34 0 0 36 90
10:30 AM 1 3 2 0 6 3 29 1 0 33 1 3 0 0 4 0 43 3 0 46 89
10:45 AM 2 3 6 0 11 7 33 1 0 41 0 3 0 0 3 3 34 0 0 37 92
Total 4 9 11 0 24 15 138 4 1 158 5 13 1 0 19 5 147 3 0 155 356
11:00 AM 1 3 3 0 7 7 29 1 0 37 0 2 0 0 2 1 35 0 0 36 82
11:15 AM 1 3 2 0 6 2 44 1 0 47 0 3 0 0 3 0 29 1 1 31 87
11:30 AM 2 5 1 0 8 6 30 3 0 39 0 1 0 0 1 2 26 4 0 32 80
11:45 AM 0 5 2 0 7 3 34 1 0 38 1 1 0 0 2 2 34 0 0 36 83
Total 4 16 8 0 28 18 137 6 0 161 1 7 0 0 8 5 124 5 1 135 332
12:00 PM 3 6 9 0 18 3 32 1 0 36 1 5 1 0 7 1 44 1 0 46 107
12:15 PM 3 0 3 0 6 2 21 2 0 25 0 2 0 0 2 1 26 0 1 28 61
12:30 PM 1 3 0 0 4 1 40 1 0 42 0 3 1 0 4 1 29 1 0 31 81
12:45 PM 0 5 0 0 5 0 37 2 0 39 1 3 2 0 6 0 37 2 0 39 89
Total 7 14 12 0 33 6 130 6 0 142 2 13 4 0 19 3 136 4 1 144 338
01:00 PM 1 2 0 0 3 2 37 1 0 40 3 1 0 0 4 3 25 1 0 29 76
01:15 PM 1 4 0 0 5 0 37 1 0 38 1 4 2 0 7 0 27 0 0 27 77
01:30 PM 2 5 3 0 10 2 37 3 0 42 1 2 1 0 4 2 31 1 0 34 90
01:45 PM 0 5 1 0 6 1 31 0 0 32 1 3 0 0 4 5 34 1 0 40 82
Total 4 16 4 0 24 5 142 5 0 152 6 10 3 0 19 10 117 3 0 130 325
02:00 PM 2 5 2 0 9 2 43 3 0 48 4 0 0 0 4 2 34 0 0 36 97
02:15 PM 2 4 1 0 7 2 47 3 0 52 4 0 2 0 6 4 43 1 0 48 113
02:30 PM 2 9 2 0 13 1 54 2 0 57 1 1 1 0 3 1 35 0 0 36 109
02:45 PM 2 5 4 1 12 4 60 3 1 68 0 2 1 0 3 2 36 3 0 41 124
Total 8 23 9 1 41 9 204 11 1 225 9 3 4 0 16 9 148 4 0 161 443
03:00 PM 2 9 4 0 15 3 59 2 0 64 0 4 1 0 5 5 43 0 0 48 132
03:15 PM 4 11 3 0 18 1 58 3 0 62 1 1 1 0 3 4 57 1 0 62 145
03:30 PM 5 17 5 0 27 2 80 4 0 86 3 2 1 0 6 3 73 1 0 77 196
03:45 PM 3 17 2 0 22 1 87 2 0 90 1 4 0 0 5 4 49 2 0 55 172
Total 14 54 14 0 82 7 284 11 0 302 5 11 3 0 19 16 222 4 0 242 645
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 282 & Baseline Ave
Site Code : 6
Start Date : 5/13/1980
Page No : 2
TH 282 & Baseline Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
Baseline Ave
From North
TH 282
From East
Baseline Ave
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
04:00 PM 2 12 5 0 19 4 72 6 0 82 0 1 1 0 2 4 51 2 0 57 160
04:15 PM 3 21 6 0 30 3 77 5 0 85 2 2 0 0 4 5 72 1 0 78 197
04:30 PM 3 23 7 0 33 3 96 3 0 102 1 3 2 0 6 4 65 2 0 71 212
04:45 PM 6 21 4 0 31 4 91 5 0 100 1 7 1 0 9 4 72 1 0 77 217
Total 14 77 22 0 113 14 336 19 0 369 4 13 4 0 21 17 260 6 0 283 786
05:00 PM 5 11 4 0 20 3 75 3 0 81 0 5 0 0 5 2 57 0 0 59 165
05:15 PM 3 14 5 0 22 3 87 0 0 90 1 3 4 0 8 4 54 0 0 58 178
05:30 PM 0 12 4 0 16 4 75 2 0 81 1 5 2 0 8 2 50 0 0 52 157
05:45 PM 4 10 2 0 16 1 79 4 0 84 1 3 1 0 5 2 44 2 0 48 153
Total 12 47 15 0 74 11 316 9 0 336 3 16 7 0 26 10 205 2 0 217 653
06:00 PM 2 5 3 0 10 0 66 2 0 68 1 3 2 0 6 2 43 0 0 45 129
06:15 PM 3 10 2 0 15 3 45 4 0 52 0 5 2 0 7 4 43 2 0 49 123
06:30 PM 3 7 4 0 14 1 47 0 0 48 1 5 1 0 7 1 29 1 0 31 100
06:45 PM 2 5 3 0 10 0 39 0 0 39 1 5 0 0 6 1 34 0 0 35 90
Total 10 27 12 0 49 4 197 6 0 207 3 18 5 0 26 8 149 3 0 160 442
Grand Total 91 321 142 1 555 143 2450 85 3 2681 78 220 40 0 338 90 2410 46 4 2550 6124
Apprch %16.4 57.8 25.6 0.2 5.3 91.4 3.2 0.1 23.1 65.1 11.8 0 3.5 94.5 1.8 0.2
Total %1.5 5.2 2.3 0 9.1 2.3 40 1.4 0 43.8 1.3 3.6 0.7 0 5.5 1.5 39.4 0.8 0.1 41.6
vehicles & peds 90 316 137 0 543 138 2385 85 0 2608 78 218 40 0 336 89 2371 46 0 2506 5993
% vehicles & peds 98.9 98.4 96.5 0 97.8 96.5 97.3 100 0 97.3 100 99.1 100 0 99.4 98.9 98.4 100 0 98.3 97.9
heavy trucks & bikes 1 5 5 1 12 5 65 0 3 73 0 2 0 0 2 1 39 0 4 44 131
% heavy trucks & bikes 1.1 1.6 3.5 100 2.2 3.5 2.7 0 100 2.7 0 0.9 0 0 0.6 1.1 1.6 0 100 1.7 2.1
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 282 & Baseline Ave
Site Code : 6
Start Date : 5/13/1980
Page No : 3
TH 282 & Baseline Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Baseline Ave
From North
TH 282
From East
Baseline Ave
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 2 3 6 11 5 49 0 0 54 2 11 0 0 13 0 75 0 0 75 153
07:30 AM 0 2 4 0 6 3 55 58 5 13 1 0 19 0 92 0 0 92 175
07:45 AM 3 1 55 2 10 0 0 12 0 67 1
08:00 AM 0 3 3 0 6 4 36 2 0 42 5 4 0 0 9 0 63 1 0 64 121
Total Volume 5 10 15 0 30 15 190 3 1 209 14 38 1 0 53 0 297 2 0 299 591
% App. Total 16.7 33.3 50 0 7.2 90.9 1.4 0.5 26.4 71.7 1.9 0 0 99.3 0.7 0
PHF .417 .833 .625 .000 .682 .750 .864 .375 .250 .901 .700 .731 .250 .000 .697 .000 .807 .500 .000 .813 .844
Baseline Ave
T
H
2
8
2
T
H
2
8
2
Baseline Ave
Right
5
Thru
10
Left
15
Peds
0
InOut Total
55 30 85
Rig
h
t
15
Th
r
u 19
0
Le
f
t
3
Pe
d
s
1
Ou
t
To
t
a
l
In
32
6
20
9
53
5
Left
1
Thru
38
Right
14
Peds
0
Out TotalIn
13 53 66
Le
f
t
2
Th
r
u
29
7
Ri
g
h
t
0
Pe
d
s
0
To
t
a
l
Ou
t
In
19
6
29
9
49
5
Peak Hour Begins at 07:15 AM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 282 & Baseline Ave
Site Code : 6
Start Date : 5/13/1980
Page No : 4
TH 282 & Baseline Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Baseline Ave
From North
TH 282
From East
Baseline Ave
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:15 AM
11:15 AM 1 3 2 0 6 2 44 47 0 3 0 0 3 0 29 1 1
11:30 AM 2 5 1 0 8 6 30 3 0 39 0 1 0 0 1 2 26 4 0 32 80
11:45 AM 0 5 2 0 7 3 34 1 0 38 1 1 0 0 2 2 34 0 0 36 83
12:00 PM 3 6 9 0 18 3 32 1 0 36 1 5 1 0 7 1 44 1 0 46 107
Total Volume 6 19 14 0 39 14 140 6 0 160 2 10 1 0 13 5 133 6 1 145 357
% App. Total 15.4 48.7 35.9 0 8.8 87.5 3.8 0 15.4 76.9 7.7 0 3.4 91.7 4.1 0.7
PHF .500 .792 .389 .000 .542 .583 .795 .500 .000 .851 .500 .500 .250 .000 .464 .625 .756 .375 .250 .788 .834
Baseline Ave
T
H
2
8
2
T
H
2
8
2
Baseline Ave
Right
6
Thru
19
Left
14
Peds
0
InOut Total
30 39 69
Ri
g
h
t
14
Th
r
u 14
0
Le
f
t
6
Pe
d
s
0
Ou
t
To
t
a
l
In
14
9
16
0
30
9
Left
1
Thru
10
Right
2
Peds
0
Out TotalIn
30 13 43
Le
f
t
6
Th
r
u13
3
Rig
h
t
5
Pe
d
s
1
To
t
a
l
Ou
t
In
14
7
14
5
29
2
Peak Hour Begins at 11:15 AM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 282 & Baseline Ave
Site Code : 6
Start Date : 5/13/1980
Page No : 5
TH 282 & Baseline Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Baseline Ave
From North
TH 282
From East
Baseline Ave
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 3 21 6 0 30 3 77 5 2 5 72 1 0 78 197
04:30 PM 3 23 7 33 3 96 102 1 3 2 0 6 4 65 2
04:45 PM 6 21 4 0 31 4 91 5 0 100 1 7 1 0 9 4 72 1 0 77 217
05:00 PM 5 11 4 0 20 3 75 3 0 81 0 5 0 0 5 2 57 0 0 59 165
Total Volume 17 76 21 0 114 13 339 16 0 368 4 17 3 0 24 15 266 4 0 285 791
% App. Total 14.9 66.7 18.4 0 3.5 92.1 4.3 0 16.7 70.8 12.5 0 5.3 93.3 1.4 0
PHF .708 .826 .750 .000 .864 .813 .883 .800 .000 .902 .500 .607 .375 .000 .667 .750 .924 .500 .000 .913 .911
Baseline Ave
T
H
2
8
2
T
H
2
8
2
Baseline Ave
Right
17
Thru
76
Left
21
Peds
0
InOut Total
34 114 148
Rig
h
t
13
Th
r
u
33
9
Le
f
t
16
Pe
d
s
0
Ou
t
To
t
a
l
In
29
1
36
8
65
9
Left
3
Thru
17
Right
4
Peds
0
Out TotalIn
107 24 131
Le
f
t
4
Th
r
u
26
6
Ri
g
h
t
15
Pe
d
s
0
To
t
a
l
Ou
t
In
35
9
28
5
64
4
Peak Hour Begins at 04:15 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 282 & Marshall Rd
Site Code : 7
Start Date : 5/13/1980
Page No : 1
TH 282 & Marshall Rd
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
Marshall Rd
From North
TH 282
From East
Marshall Rd
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
06:00 AM 5 5 0 0 10 5 15 0 0 20 0 59 5 0 64 1 27 10 0 38 132
06:15 AM 8 5 3 0 16 7 21 0 0 28 0 72 3 0 75 4 47 14 0 65 184
06:30 AM 11 13 3 0 27 11 35 0 0 46 0 77 2 0 79 3 54 25 0 82 234
06:45 AM 10 7 4 0 21 6 36 0 0 42 0 92 7 0 99 0 45 19 0 64 226
Total 34 30 10 0 74 29 107 0 0 136 0 300 17 0 317 8 173 68 0 249 776
07:00 AM 5 10 5 0 20 14 25 1 0 40 0 80 8 0 88 1 49 18 0 68 216
07:15 AM 14 26 6 0 46 13 37 0 0 50 0 87 8 0 95 8 52 18 0 78 269
07:30 AM 11 14 9 0 34 18 42 0 0 60 0 76 4 0 80 2 73 29 0 104 278
07:45 AM 5 20 9 0 34 14 41 0 0 55 0 82 3 0 85 4 54 22 0 80 254
Total 35 70 29 0 134 59 145 1 0 205 0 325 23 0 348 15 228 87 0 330 1017
08:00 AM 5 20 8 0 33 11 30 1 0 42 0 57 4 0 61 2 40 20 0 62 198
08:15 AM 5 17 6 0 28 15 31 0 0 46 0 42 2 0 44 3 52 20 0 75 193
08:30 AM 4 17 5 0 26 8 30 0 0 38 0 48 2 0 50 1 36 16 0 53 167
08:45 AM 7 22 2 0 31 7 19 0 0 26 0 31 4 0 35 0 46 12 0 58 150
Total 21 76 21 0 118 41 110 1 0 152 0 178 12 0 190 6 174 68 0 248 708
09:00 AM 11 20 7 0 38 4 25 0 0 29 1 35 5 0 41 0 39 17 0 56 164
09:15 AM 8 17 8 0 33 9 29 0 1 39 0 25 1 0 26 2 26 9 0 37 135
09:30 AM 10 19 8 0 37 5 28 0 0 33 0 27 3 0 30 2 23 11 0 36 136
09:45 AM 7 23 2 0 32 7 25 0 0 32 0 30 9 0 39 2 14 14 0 30 133
Total 36 79 25 0 140 25 107 0 1 133 1 117 18 0 136 6 102 51 0 159 568
10:00 AM 9 18 5 0 32 3 22 0 0 25 0 37 4 0 41 5 27 11 0 43 141
10:15 AM 15 15 6 0 36 7 33 0 0 40 0 33 1 0 34 4 24 12 0 40 150
10:30 AM 9 16 6 0 31 4 17 0 0 21 0 32 6 0 38 3 33 13 0 49 139
10:45 AM 12 19 4 0 35 5 30 0 0 35 0 31 2 0 33 3 22 10 0 35 138
Total 45 68 21 0 134 19 102 0 0 121 0 133 13 0 146 15 106 46 0 167 568
11:00 AM 5 16 5 0 26 6 20 0 0 26 0 14 2 0 16 1 26 11 0 38 106
11:15 AM 8 25 9 0 42 5 35 0 0 40 0 26 3 0 29 1 21 14 0 36 147
11:30 AM 12 30 6 0 48 2 23 0 0 25 0 22 6 0 28 1 21 7 0 29 130
11:45 AM 11 29 5 0 45 9 29 0 0 38 0 12 1 0 13 5 21 10 0 36 132
Total 36 100 25 0 161 22 107 0 0 129 0 74 12 0 86 8 89 42 0 139 515
12:00 PM 10 27 4 0 41 6 23 0 0 29 0 37 3 0 40 4 41 13 0 58 168
12:15 PM 9 22 1 0 32 5 18 0 0 23 0 29 1 0 30 4 22 5 0 31 116
12:30 PM 11 33 9 0 53 8 29 0 0 37 0 23 4 0 27 0 24 7 0 31 148
12:45 PM 7 28 10 0 45 6 33 0 0 39 0 23 2 0 25 4 29 8 0 41 150
Total 37 110 24 0 171 25 103 0 0 128 0 112 10 0 122 12 116 33 0 161 582
01:00 PM 8 26 8 0 42 3 32 0 0 35 0 24 3 0 27 3 21 7 0 31 135
01:15 PM 16 20 1 0 37 8 27 1 0 36 0 28 1 0 29 4 20 4 0 28 130
01:30 PM 12 33 7 0 52 6 26 0 0 32 0 27 1 0 28 4 29 12 0 45 157
01:45 PM 8 27 1 0 36 2 29 0 0 31 0 15 1 0 16 2 26 7 0 35 118
Total 44 106 17 0 167 19 114 1 0 134 0 94 6 0 100 13 96 30 0 139 540
02:00 PM 12 36 8 0 56 2 41 0 0 43 0 21 2 0 23 2 27 9 0 38 160
02:15 PM 16 45 12 0 73 5 39 0 0 44 0 31 1 0 32 4 48 5 0 57 206
02:30 PM 19 47 7 0 73 5 35 0 0 40 0 17 5 0 22 1 29 7 0 37 172
02:45 PM 21 46 8 0 75 8 47 0 0 55 0 28 2 0 30 2 29 11 0 42 202
Total 68 174 35 0 277 20 162 0 0 182 0 97 10 0 107 9 133 32 0 174 740
03:00 PM 16 62 3 0 81 7 48 0 0 55 0 18 7 0 25 2 36 14 0 52 213
03:15 PM 27 87 12 0 126 11 37 0 0 48 0 21 10 0 31 5 41 9 0 55 260
03:30 PM 28 79 14 0 121 8 55 0 1 64 0 31 5 0 36 13 65 17 0 95 316
03:45 PM 24 101 8 0 133 8 59 1 0 68 0 27 3 0 30 7 46 10 0 63 294
Total 95 329 37 0 461 34 199 1 1 235 0 97 25 0 122 27 188 50 0 265 1083
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 282 & Marshall Rd
Site Code : 7
Start Date : 5/13/1980
Page No : 2
TH 282 & Marshall Rd
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
Marshall Rd
From North
TH 282
From East
Marshall Rd
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
04:00 PM 31 94 13 0 138 6 44 1 0 51 0 24 3 0 27 7 51 13 0 71 287
04:15 PM 35 98 17 0 150 6 45 2 1 54 0 30 4 0 34 8 61 14 0 83 321
04:30 PM 35 93 14 0 142 7 68 0 0 75 0 25 1 0 26 3 66 11 0 80 323
04:45 PM 26 97 10 0 133 4 66 0 0 70 1 18 3 0 22 2 58 15 0 75 300
Total 127 382 54 0 563 23 223 3 1 250 1 97 11 0 109 20 236 53 0 309 1231
05:00 PM 17 63 15 0 95 12 66 0 0 78 0 25 3 0 28 7 52 13 0 72 273
05:15 PM 23 80 13 0 116 12 60 0 0 72 0 46 8 0 54 9 49 8 1 67 309
05:30 PM 27 59 12 0 98 12 58 0 0 70 0 39 1 0 40 3 42 16 0 61 269
05:45 PM 24 65 17 0 106 8 50 0 0 58 1 33 1 0 35 2 39 12 0 53 252
Total 91 267 57 0 415 44 234 0 0 278 1 143 13 0 157 21 182 49 1 253 1103
06:00 PM 18 60 11 0 89 3 44 0 0 47 0 42 1 0 43 1 41 7 0 49 228
06:15 PM 13 55 10 0 78 8 41 0 2 51 0 26 1 2 29 2 29 11 2 44 202
06:30 PM 17 48 8 0 73 2 31 0 0 33 0 30 6 0 36 3 21 15 2 41 183
06:45 PM 11 46 7 0 64 11 28 1 1 41 0 11 1 0 12 3 27 9 0 39 156
Total 59 209 36 0 304 24 144 1 3 172 0 109 9 2 120 9 118 42 4 173 769
Grand Total 728 2000 391 0 3119 384 1857 8 6 2255 3 1876 179 2 2060 169 1941 651 5 2766 10200
Apprch %23.3 64.1 12.5 0 17 82.4 0.4 0.3 0.1 91.1 8.7 0.1 6.1 70.2 23.5 0.2
Total %7.1 19.6 3.8 0 30.6 3.8 18.2 0.1 0.1 22.1 0 18.4 1.8 0 20.2 1.7 19 6.4 0 27.1
vehicles & peds 717 1962 387 0 3066 382 1784 8 4 2178 3 1844 165 2 2014 159 1890 651 0 2700 9958
% vehicles & peds 98.5 98.1 99 0 98.3 99.5 96.1 100 66.7 96.6 100 98.3 92.2 100 97.8 94.1 97.4 100 0 97.6 97.6
heavy trucks & bikes 11 38 4 0 53 2 73 0 2 77 0 32 14 0 46 10 51 0 5 66 242
% heavy trucks & bikes 1.5 1.9 1 0 1.7 0.5 3.9 0 33.3 3.4 0 1.7 7.8 0 2.2 5.9 2.6 0 100 2.4 2.4
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 282 & Marshall Rd
Site Code : 7
Start Date : 5/13/1980
Page No : 3
TH 282 & Marshall Rd
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Marshall Rd
From North
TH 282
From East
Marshall Rd
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 5 10 5 0 20 14 25 1 8 0 88 1 49 18 0 68 216
07:15 AM 14 26 6 0 46 13 37 0 0 50 0 87 95 8
07:30 AM 11 14 9 0 34 18 42 0 0 60 0 76 4 0 80 2 73 29 0 104 278
07:45 AM 5 20 9 0 34 14 41 0 0 55 0 82 3 0 85 4 54 22 0 80 254
Total Volume 35 70 29 0 134 59 145 1 0 205 0 325 23 0 348 15 228 87 0 330 1017
% App. Total 26.1 52.2 21.6 0 28.8 70.7 0.5 0 0 93.4 6.6 0 4.5 69.1 26.4 0
PHF .625 .673 .806 .000 .728 .819 .863 .250 .000 .854 .000 .934 .719 .000 .916 .469 .781 .750 .000 .793 .915
Marshall Rd
T
H
2
8
2
T
H
2
8
2
Marshall Rd
Right
35
Thru
70
Left
29
Peds
0
InOut Total
471 134 605
Rig
h
t
59
Th
r
u 14
5
Le
f
t
1
Pe
d
s
0
Ou
t
To
t
a
l
In
25
7
20
5
46
2
Left
23
Thru
325
Right
0
Peds
0
Out TotalIn
86 348 434
Le
f
t
87
Th
r
u22
8
Ri
g
h
t
15
Pe
d
s
0
To
t
a
l
Ou
t
In
20
3
33
0
53
3
Peak Hour Begins at 07:00 AM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 282 & Marshall Rd
Site Code : 7
Start Date : 5/13/1980
Page No : 4
TH 282 & Marshall Rd
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Marshall Rd
From North
TH 282
From East
Marshall Rd
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 10 27 4 0 41 6 23 0 0 29 0 37 40 4 41 13 58 168
12:15 PM 9 22 1 0 32 5 18 0 0 23 0 29 1 0 30 4 22 5 0 31 116
12:30 PM 11 33 9 0 53 8 29 0 0 37 0 23 4 0 27 0 24 7 0 31 148
12:45 PM 7 28 10 33 39 0 23 2 0 25 4 29 8 0 41 150
Total Volume 37 110 24 0 171 25 103 0 0 128 0 112 10 0 122 12 116 33 0 161 582
% App. Total 21.6 64.3 14 0 19.5 80.5 0 0 0 91.8 8.2 0 7.5 72 20.5 0
PHF .841 .833 .600 .000 .807 .781 .780 .000 .000 .821 .000 .757 .625 .000 .763 .750 .707 .635 .000 .694 .866
Marshall Rd
T
H
2
8
2
T
H
2
8
2
Marshall Rd
Right
37
Thru
110
Left
24
Peds
0
InOut Total
170 171 341
Rig
h
t
25
Th
r
u 10
3
Le
f
t
0
Pe
d
s
0
Ou
t
To
t
a
l
In
14
0
12
8
26
8
Left
10
Thru
112
Right
0
Peds
0
Out TotalIn
122 122 244
Le
f
t
33
Th
r
u11
6
Ri
g
h
t
12
Pe
d
s
0
To
t
a
l
Ou
t
In
15
0
16
1
31
1
Peak Hour Begins at 12:00 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 282 & Marshall Rd
Site Code : 7
Start Date : 5/13/1980
Page No : 5
TH 282 & Marshall Rd
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Marshall Rd
From North
TH 282
From East
Marshall Rd
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 31 94 13 0 138 6 44 1 0 51 0 24 3 0 27 7 51 13 0 71 287
04:15 PM 35 98 17 150 6 45 2 1 54 0 30 4 0 34 8 83 321
04:30 PM 35 93 14 0 142 7 68 75 0 25 1 0 26 3 66 11 0 80 323
04:45 PM 26 97 10 0 133 4 66 0 0 70 1 15
Total Volume 127 382 54 0 563 23 223 3 1 250 1 97 11 0 109 20 236 53 0 309 1231
% App. Total 22.6 67.9 9.6 0 9.2 89.2 1.2 0.4 0.9 89 10.1 0 6.5 76.4 17.2 0
PHF .907 .974 .794 .000 .938 .821 .820 .375 .250 .833 .250 .808 .688 .000 .801 .625 .894 .883 .000 .931 .953
Marshall Rd
T
H
2
8
2
T
H
2
8
2
Marshall Rd
Right
127
Thru
382
Left
54
Peds
0
InOut Total
173 563 736
Rig
h
t
23
Th
r
u
22
3
Le
f
t
3
Pe
d
s
1
Ou
t
To
t
a
l
In
29
1
25
0
54
1
Left
11
Thru
97
Right
1
Peds
0
Out TotalIn
405 109 514
Le
f
t
53
Th
r
u
23
6
Ri
g
h
t
20
Pe
d
s
0
To
t
a
l
Ou
t
In
36
1
30
9
67
0
Peak Hour Begins at 04:00 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & Marshall Rd
Site Code : 8
Start Date : 5/13/2025
Page No : 1
TH 13 & Marshall Rd
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - Heavy trucks & bikes
TH 13
From North From East
TH 13
From South
Marshall Rd
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
06:00 AM 0 2 0 0 2 0 0 0 0 0 0 17 65 0 82 6 0 0 0 6 90
06:15 AM 0 4 0 0 4 0 0 0 0 0 0 26 72 0 98 11 0 0 0 11 113
06:30 AM 0 14 0 0 14 0 0 0 0 0 0 25 82 0 107 16 0 0 0 16 137
06:45 AM 0 11 0 0 11 0 0 0 0 0 0 28 98 0 126 6 0 0 0 6 143
Total 0 31 0 0 31 0 0 0 0 0 0 96 317 0 413 39 0 0 0 39 483
07:00 AM 0 7 0 0 7 0 0 0 0 0 0 29 95 0 124 12 0 0 0 12 143
07:15 AM 0 18 0 0 18 0 0 0 0 0 0 36 87 0 123 29 0 2 0 31 172
07:30 AM 1 24 0 0 25 0 0 0 0 0 0 44 78 0 122 16 0 1 0 17 164
07:45 AM 0 16 0 0 16 0 0 0 0 0 0 34 87 0 121 24 0 0 0 24 161
Total 1 65 0 0 66 0 0 0 0 0 0 143 347 0 490 81 0 3 0 84 640
08:00 AM 0 9 0 0 9 0 0 0 0 0 0 15 62 0 77 22 0 1 0 23 109
08:15 AM 0 12 0 0 12 0 0 0 0 0 0 24 43 0 67 20 0 0 0 20 99
08:30 AM 0 15 0 0 15 0 0 0 0 0 0 25 49 0 74 18 0 1 0 19 108
08:45 AM 0 10 0 0 10 0 0 0 0 0 0 27 35 0 62 21 0 1 1 23 95
Total 0 46 0 0 46 0 0 0 0 0 0 91 189 0 280 81 0 3 1 85 411
04:00 PM 0 37 0 0 37 0 0 0 0 0 0 17 29 0 46 104 0 0 0 104 187
04:15 PM 0 39 0 0 39 0 0 0 0 0 0 23 34 0 57 105 0 0 0 105 201
04:30 PM 0 38 0 0 38 0 0 0 0 0 0 23 27 0 50 95 0 0 0 95 183
04:45 PM 0 60 0 0 60 0 0 0 0 0 0 25 19 0 44 101 0 1 0 102 206
Total 0 174 0 0 174 0 0 0 0 0 0 88 109 0 197 405 0 1 0 406 777
05:00 PM 0 36 0 0 36 0 0 0 0 0 0 19 32 0 51 69 0 2 0 71 158
05:15 PM 2 43 0 0 45 0 0 0 0 0 0 30 48 0 78 90 0 0 0 90 213
05:30 PM 0 42 0 0 42 0 0 0 0 0 0 14 40 0 54 60 0 0 0 60 156
05:45 PM 0 35 0 0 35 0 0 0 0 0 0 19 36 0 55 64 0 0 0 64 154
Total 2 156 0 0 158 0 0 0 0 0 0 82 156 0 238 283 0 2 0 285 681
06:00 PM 0 26 0 0 26 0 0 0 0 0 0 15 41 0 56 63 0 0 1 64 146
06:15 PM 0 25 0 0 25 0 0 0 0 0 0 14 29 0 43 58 0 0 1 59 127
06:30 PM 0 28 0 0 28 0 0 0 0 0 0 13 32 0 45 52 0 1 0 53 126
06:45 PM 0 21 0 0 21 0 0 0 0 0 0 18 14 0 32 50 0 1 0 51 104
Total 0 100 0 0 100 0 0 0 0 0 0 60 116 0 176 223 0 2 2 227 503
Grand Total 3 572 0 0 575 0 0 0 0 0 0 560 1234 0 1794 1112 0 11 3 1126 3495
Apprch %0.5 99.5 0 0 0 0 0 0 0 31.2 68.8 0 98.8 0 1 0.3
Total %0.1 16.4 0 0 16.5 0 0 0 0 0 0 16 35.3 0 51.3 31.8 0 0.3 0.1 32.2
vehicles & peds 3 567 0 0 570 0 0 0 0 0 0 553 1218 0 1771 1092 0 11 2 1105 3446
% vehicles & peds 100 99.1 0 0 99.1 0 0 0 0 0 0 98.8 98.7 0 98.7 98.2 0 100 66.7 98.1 98.6
Heavy trucks & bikes 0 5 0 0 5 0 0 0 0 0 0 7 16 0 23 20 0 0 1 21 49
% Heavy trucks & bikes 0 0.9 0 0 0.9 0 0 0 0 0 0 1.2 1.3 0 1.3 1.8 0 0 33.3 1.9 1.4
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & Marshall Rd
Site Code : 8
Start Date : 5/13/2025
Page No : 2
TH 13 & Marshall Rd
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
TH 13
From North From East
TH 13
From South
Marshall Rd
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 7 0 0 7 0 0 0 0 0 0 29 95 0 124 12 0 0 0 12 143
07:15 AM 0 18 0 0 18 0 0 0 0 0 0 36 87 0 123 29 0 2 0 31 172
07:30 AM 1 24 0 0 25 0 0 0 0 0 0 44 78 0 122 16 0 1 0 17 164
07:45 AM 0 16 0 0 16 0 0 0 0 0 0 34 87 0 121 24 0 0 0 24 161
Total Volume 1 65 0 0 66 0 0 0 0 0 0 143 347 0 490 81 0 3 0 84 640
% App. Total 1.5 98.5 0 0 0 0 0 0 0 29.2 70.8 0 96.4 0 3.6 0
PHF .250 .677 .000 .000 .660 .000 .000 .000 .000 .000 .000 .813 .913 .000 .988 .698 .000 .375 .000 .677 .930
TH 13
M
a
r
s
h
a
l
l
R
d
TH 13
Right
1
Thru
65
Left
0
Peds
0
InOut Total
146 66 212
Rig
h
t
0
Th
r
u
0
Le
f
t
0
Pe
d
s
0
Ou
t
To
t
a
l
In
0
0
0
Left
347
Thru
143
Right
0
Peds
0
Out TotalIn
146 490 636
Le
f
t
3
Th
r
u
0
Ri
g
h
t
81
Pe
d
s
0
To
t
a
l
Ou
t
In
34
8
84
43
2
Peak Hour Begins at 07:00 AM
vehicles & peds
Heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & Marshall Rd
Site Code : 8
Start Date : 5/13/2025
Page No : 3
TH 13 & Marshall Rd
6-9am & 4-7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
TH 13
From North From East
TH 13
From South
Marshall Rd
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 37 0 0 37 0 0 0 0 0 0 17 29 0 46 104 0 0 0 104 187
04:15 PM 0 39 0 0 39 0 0 0 0 0 0 23 34 0 57 105 0 0 0 105 201
04:30 PM 0 38 0 0 38 0 0 0 0 0 0 23 27 0 50 95 0 0 0 95 183
04:45 PM 0 60 0 0 60 0 0 0 0 0 0 25 19 0 44 101 0 1 0 102 206
Total Volume 0 174 0 0 174 0 0 0 0 0 0 88 109 0 197 405 0 1 0 406 777
% App. Total 0 100 0 0 0 0 0 0 0 44.7 55.3 0 99.8 0 0.2 0
PHF .000 .725 .000 .000 .725 .000 .000 .000 .000 .000 .000 .880 .801 .000 .864 .964 .000 .250 .000 .967 .943
TH 13
M
a
r
s
h
a
l
l
R
d
TH 13
Right
0
Thru
174
Left
0
Peds
0
InOut Total
89 174 263
Rig
h
t
0
Th
r
u
0
Le
f
t
0
Pe
d
s
0
Ou
t
To
t
a
l
In
0
0
0
Left
109
Thru
88
Right
0
Peds
0
Out TotalIn
579 197 776
Le
f
t
1
Th
r
u
0
Ri
g
h
t
40
5
Pe
d
s
0
To
t
a
l
Ou
t
In
10
9
40
6
51
5
Peak Hour Begins at 04:00 PM
vehicles & peds
Heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & TH 282
Site Code : 9
Start Date : 5/13/2025
Page No : 1
TH 13 & TH 282
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
TH 13
From North From East
TH 13
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
06:00 AM 0 3 0 0 3 0 0 0 0 0 0 22 0 0 22 0 0 25 0 25 50
06:15 AM 0 6 0 0 6 0 0 0 0 0 0 25 0 0 25 0 0 49 0 49 80
06:30 AM 0 14 0 0 14 0 0 0 0 0 0 25 0 0 25 0 0 57 0 57 96
06:45 AM 0 12 0 0 12 0 0 0 0 0 0 30 0 0 30 0 0 49 0 49 91
Total 0 35 0 0 35 0 0 0 0 0 0 102 0 0 102 0 0 180 0 180 317
07:00 AM 0 7 0 0 7 0 0 0 0 0 0 31 0 0 31 0 0 52 0 52 90
07:15 AM 0 20 0 0 20 0 0 0 0 0 0 41 0 0 41 0 0 54 0 54 115
07:30 AM 0 24 0 0 24 0 0 0 0 0 0 45 0 0 45 1 0 78 0 79 148
07:45 AM 0 18 0 0 18 0 0 0 0 0 0 33 0 0 33 0 0 62 0 62 113
Total 0 69 0 0 69 0 0 0 0 0 0 150 0 0 150 1 0 246 0 247 466
08:00 AM 0 8 0 0 8 0 0 0 0 0 0 19 0 0 19 0 0 50 0 50 77
08:15 AM 0 12 0 0 12 0 0 0 0 0 0 24 0 0 24 0 0 58 0 58 94
08:30 AM 0 14 0 0 14 0 0 0 0 0 0 28 0 0 28 0 0 42 0 42 84
08:45 AM 0 10 0 0 10 0 0 0 0 0 0 30 0 0 30 1 0 47 0 48 88
Total 0 44 0 0 44 0 0 0 0 0 0 101 0 0 101 1 0 197 0 198 343
09:00 AM 0 8 0 0 8 0 0 0 0 0 0 26 0 0 26 0 0 48 0 48 82
09:15 AM 0 12 0 0 12 0 0 0 0 0 0 23 0 0 23 0 0 32 0 32 67
09:30 AM 0 20 0 0 20 0 0 0 0 0 0 23 0 0 23 0 0 32 0 32 75
09:45 AM 0 16 0 0 16 0 0 0 0 0 0 19 0 0 19 0 0 15 0 15 50
Total 0 56 0 0 56 0 0 0 0 0 0 91 0 0 91 0 0 127 0 127 274
10:00 AM 0 16 0 0 16 0 0 0 0 0 0 13 0 0 13 0 0 34 2 36 65
10:15 AM 0 16 0 0 16 0 0 0 0 0 0 24 0 0 24 0 0 28 0 28 68
10:30 AM 0 17 0 0 17 0 0 0 0 0 0 24 0 0 24 0 0 36 0 36 77
10:45 AM 0 15 0 0 15 0 0 0 2 2 0 15 0 0 15 1 0 26 0 27 59
Total 0 64 0 0 64 0 0 0 2 2 0 76 0 0 76 1 0 124 2 127 269
11:00 AM 0 21 0 0 21 0 0 0 0 0 0 11 0 0 11 1 0 29 0 30 62
11:15 AM 0 14 0 0 14 0 0 0 0 0 0 10 0 0 10 0 0 31 0 31 55
11:30 AM 0 17 0 0 17 0 0 0 0 0 0 17 0 0 17 0 0 26 0 26 60
11:45 AM 0 20 0 0 20 0 0 0 0 0 0 24 0 0 24 0 0 28 0 28 72
Total 0 72 0 0 72 0 0 0 0 0 0 62 0 0 62 1 0 114 0 115 249
12:00 PM 0 22 0 0 22 0 0 0 0 0 0 20 0 0 20 0 0 41 0 41 83
12:15 PM 0 19 0 0 19 0 0 0 0 0 0 20 0 0 20 0 0 23 0 23 62
12:30 PM 0 15 0 0 15 0 0 0 0 0 0 19 0 0 19 0 0 32 0 32 66
12:45 PM 0 20 0 0 20 0 0 0 0 0 0 20 0 0 20 0 0 40 0 40 80
Total 0 76 0 0 76 0 0 0 0 0 0 79 0 0 79 0 0 136 0 136 291
01:00 PM 0 16 0 0 16 0 0 0 0 0 0 22 0 0 22 2 0 27 0 29 67
01:15 PM 0 19 0 0 19 0 0 0 0 0 0 20 0 0 20 0 0 22 0 22 61
01:30 PM 0 17 0 0 17 0 0 0 0 0 0 26 0 0 26 0 0 33 0 33 76
01:45 PM 0 16 0 0 16 0 0 0 0 0 0 19 0 0 19 0 0 29 0 29 64
Total 0 68 0 0 68 0 0 0 0 0 0 87 0 0 87 2 0 111 0 113 268
02:00 PM 0 20 0 0 20 0 0 0 0 0 0 22 0 0 22 0 0 33 0 33 75
02:15 PM 0 27 0 0 27 0 0 0 0 0 0 21 0 0 21 0 0 60 0 60 108
02:30 PM 0 27 0 0 27 0 0 0 0 0 0 21 0 0 21 0 0 36 0 36 84
02:45 PM 0 31 0 0 31 0 0 0 0 0 0 17 0 0 17 0 0 35 0 35 83
Total 0 105 0 0 105 0 0 0 0 0 0 81 0 0 81 0 0 164 0 164 350
03:00 PM 0 24 0 0 24 0 0 0 0 0 0 17 0 0 17 0 0 38 0 38 79
03:15 PM 0 30 0 0 30 0 0 0 0 0 0 20 0 0 20 0 0 54 0 54 104
03:30 PM 0 41 0 0 41 0 0 0 0 0 0 13 0 0 13 0 0 75 0 75 129
03:45 PM 0 38 0 0 38 0 0 0 0 0 0 22 0 0 22 0 0 55 0 55 115
Total 0 133 0 0 133 0 0 0 0 0 0 72 0 0 72 0 0 222 0 222 427
04:00 PM 0 39 0 0 39 0 0 0 0 0 0 16 0 0 16 0 0 64 0 64 119
04:15 PM 0 39 0 0 39 0 0 0 0 0 0 25 0 0 25 0 0 73 0 73 137
04:30 PM 0 40 0 0 40 0 0 0 0 0 0 24 0 0 24 0 0 76 0 76 140
04:45 PM 0 56 0 0 56 0 0 0 0 0 0 26 0 0 26 2 0 68 0 70 152
Total 0 174 0 0 174 0 0 0 0 0 0 91 0 0 91 2 0 281 0 283 548
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & TH 282
Site Code : 9
Start Date : 5/13/2025
Page No : 2
TH 13 & TH 282
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
TH 13
From North From East
TH 13
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
05:00 PM 0 36 0 0 36 0 0 0 0 0 0 22 0 0 22 0 0 71 0 71 129
05:15 PM 0 46 0 0 46 0 0 0 0 0 0 30 0 0 30 0 0 65 0 65 141
05:30 PM 0 42 0 0 42 0 0 0 0 0 0 14 0 0 14 0 0 54 0 54 110
05:45 PM 0 35 0 0 35 0 0 0 0 0 0 19 0 0 19 0 0 59 0 59 113
Total 0 159 0 0 159 0 0 0 0 0 0 85 0 0 85 0 0 249 0 249 493
06:00 PM 0 25 0 0 25 0 0 0 0 0 0 17 0 0 17 0 0 45 0 45 87
06:15 PM 0 23 0 0 23 0 0 0 0 0 0 13 0 0 13 0 0 44 0 44 80
06:30 PM 0 29 0 0 29 0 0 0 0 0 0 15 0 0 15 0 0 29 0 29 73
06:45 PM 0 20 0 0 20 0 0 0 0 0 0 19 0 0 19 1 0 34 0 35 74
Total 0 97 0 0 97 0 0 0 0 0 0 64 0 0 64 1 0 152 0 153 314
Grand Total 0 1152 0 0 1152 0 0 0 2 2 0 1141 0 0 1141 9 0 2303 2 2314 4609
Apprch %0 100 0 0 0 0 0 100 0 100 0 0 0.4 0 99.5 0.1
Total %0 25 0 0 25 0 0 0 0 0 0 24.8 0 0 24.8 0.2 0 50 0 50.2
vehicles & peds 0 1131 0 0 1131 0 0 0 0 0 0 1131 0 0 1131 9 0 2210 0 2219 4481
% vehicles & peds 0 98.2 0 0 98.2 0 0 0 0 0 0 99.1 0 0 99.1 100 0 96 0 95.9 97.2
heavy trucks & bikes 0 21 0 0 21 0 0 0 2 2 0 10 0 0 10 0 0 93 2 95 128
% heavy trucks & bikes 0 1.8 0 0 1.8 0 0 0 100 100 0 0.9 0 0 0.9 0 0 4 100 4.1 2.8
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & TH 282
Site Code : 9
Start Date : 5/13/2025
Page No : 3
TH 13 & TH 282
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
TH 13
From North From East
TH 13
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 7 0 0 7 0 0 0 0 0 0 31 0 0 31 0 0 52 0 52 90
07:15 AM 0 20 0 0 20 0 0 0 0 0 0 41 0 0 41 0 0 54 0 54 115
07:30 AM 0 24 0 0 24 0 0 0 0 0 0 45 0 0 45 1 0 78 0 79 148
07:45 AM 0 18 0 0 18 0 0 0 0 0 0 33 0 0 33 0 0 62 0 62 113
Total Volume 0 69 0 0 69 0 0 0 0 0 0 150 0 0 150 1 0 246 0 247 466
% App. Total 0 100 0 0 0 0 0 0 0 100 0 0 0.4 0 99.6 0
PHF .000 .719 .000 .000 .719 .000 .000 .000 .000 .000 .000 .833 .000 .000 .833 .250 .000 .788 .000 .782 .787
TH 13
T
H
2
8
2
TH 13
Right
0
Thru
69
Left
0
Peds
0
InOut Total
396 69 465
Rig
h
t
0
Th
r
u
0
Le
f
t
0
Pe
d
s
0
Ou
t
To
t
a
l
In
0
0
0
Left
0
Thru
150
Right
0
Peds
0
Out TotalIn
70 150 220
Le
f
t
24
6
Th
r
u
0
Ri
g
h
t
1
Pe
d
s
0
To
t
a
l
Ou
t
In
0
24
7
24
7
Peak Hour Begins at 07:00 AM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & TH 282
Site Code : 9
Start Date : 5/13/2025
Page No : 4
TH 13 & TH 282
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
TH 13
From North From East
TH 13
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 0 22 0 0 22 0 0 0 0 0 0 20 0 0 20 0 0 41 0 41 83
12:15 PM 0 19 0 0 19 0 0 0 0 0 0 20 0 0 20 0 0 23 0 23 62
12:30 PM 0 15 0 0 15 0 0 0 0 0 0 19 0 0 19 0 0 32 0 32 66
12:45 PM 0 20 0 0 20 0 0 0 0 0 0 20 0 0 20 0 0 40 0 40 80
Total Volume 0 76 0 0 76 0 0 0 0 0 0 79 0 0 79 0 0 136 0 136 291
% App. Total 0 100 0 0 0 0 0 0 0 100 0 0 0 0 100 0
PHF .000 .864 .000 .000 .864 .000 .000 .000 .000 .000 .000 .988 .000 .000 .988 .000 .000 .829 .000 .829 .877
TH 13
T
H
2
8
2
TH 13
Right
0
Thru
76
Left
0
Peds
0
InOut Total
215 76 291
Rig
h
t
0
Th
r
u
0
Le
f
t
0
Pe
d
s
0
Ou
t
To
t
a
l
In
0
0
0
Left
0
Thru
79
Right
0
Peds
0
Out TotalIn
76 79 155
Le
f
t
13
6
Th
r
u
0
Ri
g
h
t
0
Pe
d
s
0
To
t
a
l
Ou
t
In
0
13
6
13
6
Peak Hour Begins at 12:00 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & TH 282
Site Code : 9
Start Date : 5/13/2025
Page No : 5
TH 13 & TH 282
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
TH 13
From North From East
TH 13
From South
TH 282
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 40 0 0 40 0 0 0 0 0 0 24 0 0 24 0 0 76 0 76 140
04:45 PM 0 56 0 0 56 0 0 0 0 0 0 26 0 0 26 2 0 68 0 70 152
05:00 PM 0 36 0 0 36 0 0 0 0 0 0 22 0 0 22 0 0 71 0 71 129
05:15 PM 0 46 0 0 46 0 0 0 0 0 0 30 0 0 30 0 0 65 0 65 141
Total Volume 0 178 0 0 178 0 0 0 0 0 0 102 0 0 102 2 0 280 0 282 562
% App. Total 0 100 0 0 0 0 0 0 0 100 0 0 0.7 0 99.3 0
PHF .000 .795 .000 .000 .795 .000 .000 .000 .000 .000 .000 .850 .000 .000 .850 .250 .000 .921 .000 .928 .924
TH 13
T
H
2
8
2
TH 13
Right
0
Thru
178
Left
0
Peds
0
InOut Total
382 178 560
Rig
h
t
0
Th
r
u
0
Le
f
t
0
Pe
d
s
0
Ou
t
To
t
a
l
In
0
0
0
Left
0
Thru
102
Right
0
Peds
0
Out TotalIn
180 102 282
Le
f
t
28
0
Th
r
u
0
Ri
g
h
t
2
Pe
d
s
0
To
t
a
l
Ou
t
In
0
28
2
28
2
Peak Hour Begins at 04:30 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & Vergus Ave
Site Code : 10
Start Date : 5/13/2025
Page No : 1
TH 13 & Vergus Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
Vergus Ave
From North
TH 13
From East
Vergus Ave
From South
TH 13
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
06:00 AM 2 0 2 0 4 1 21 0 0 22 1 0 0 0 1 0 46 0 0 46 73
06:15 AM 3 0 1 0 4 1 32 0 0 33 5 0 1 0 6 1 72 1 0 74 117
06:30 AM 1 0 3 0 4 1 55 0 0 56 2 0 1 0 3 3 78 0 0 81 144
06:45 AM 1 2 4 0 7 1 50 0 0 51 2 1 0 0 3 0 81 0 0 81 142
Total 7 2 10 0 19 4 158 0 0 162 10 1 2 0 13 4 277 1 0 282 476
07:00 AM 1 0 5 0 6 0 48 3 0 51 4 0 0 0 4 3 84 0 0 87 148
07:15 AM 2 0 6 0 8 3 59 0 0 62 1 1 1 0 3 1 96 1 0 98 171
07:30 AM 1 1 3 0 5 1 78 2 0 81 3 0 4 0 7 1 116 1 0 118 211
07:45 AM 2 0 4 0 6 1 67 2 0 70 5 0 0 0 5 2 97 1 0 100 181
Total 6 1 18 0 25 5 252 7 0 264 13 1 5 0 19 7 393 3 0 403 711
08:00 AM 0 0 3 0 3 1 46 2 0 49 3 0 1 0 4 2 67 1 0 70 126
08:15 AM 2 0 1 0 3 2 43 2 0 47 2 0 2 0 4 2 76 1 0 79 133
08:30 AM 0 0 1 0 1 1 51 1 0 53 0 0 2 0 2 0 75 1 0 76 132
08:45 AM 1 0 4 0 5 2 37 1 0 40 2 0 0 0 2 3 72 1 0 76 123
Total 3 0 9 0 12 6 177 6 0 189 7 0 5 0 12 7 290 4 0 301 514
09:00 AM 0 0 3 2 5 2 29 2 0 33 4 0 2 0 6 2 66 0 0 68 112
09:15 AM 1 1 2 0 4 3 49 1 0 53 2 1 4 0 7 4 54 0 0 58 122
09:30 AM 1 0 2 0 3 4 49 2 0 55 1 0 3 0 4 2 46 1 0 49 111
09:45 AM 3 0 1 0 4 1 42 3 0 46 1 0 5 0 6 0 36 0 0 36 92
Total 5 1 8 2 16 10 169 8 0 187 8 1 14 0 23 8 202 1 0 211 437
10:00 AM 0 0 3 2 5 0 42 3 0 45 1 0 0 0 1 2 46 1 0 49 100
10:15 AM 0 0 0 0 0 3 46 4 0 53 5 0 2 0 7 0 51 0 0 51 111
10:30 AM 0 0 4 0 4 2 41 4 0 47 3 0 1 0 4 2 61 0 0 63 118
10:45 AM 0 0 1 0 1 1 48 0 0 49 1 0 0 0 1 0 36 0 0 36 87
Total 0 0 8 2 10 6 177 11 0 194 10 0 3 0 13 4 194 1 0 199 416
11:00 AM 2 0 9 0 11 0 40 4 0 44 3 0 1 2 6 2 42 1 0 45 106
11:15 AM 0 0 1 0 1 4 59 2 0 65 4 0 2 0 6 2 34 1 0 37 109
11:30 AM 3 0 4 0 7 0 41 2 0 43 4 0 1 1 6 2 43 0 0 45 101
11:45 AM 2 0 3 1 6 0 51 3 0 54 1 0 0 0 1 3 47 2 0 52 113
Total 7 0 17 1 25 4 191 11 0 206 12 0 4 3 19 9 166 4 0 179 429
12:00 PM 1 0 2 0 3 3 54 5 0 62 1 0 1 0 2 0 60 1 0 61 128
12:15 PM 1 0 1 0 2 3 33 3 0 39 0 0 1 0 1 0 40 0 0 40 82
12:30 PM 2 0 4 0 6 2 51 4 0 57 3 0 0 0 3 4 38 2 0 44 110
12:45 PM 1 0 2 0 3 1 60 0 0 61 6 0 1 0 7 2 52 3 0 57 128
Total 5 0 9 0 14 9 198 12 0 219 10 0 3 0 13 6 190 6 0 202 448
01:00 PM 1 0 4 0 5 3 48 5 0 56 2 0 2 0 4 0 53 0 0 53 118
01:15 PM 0 0 2 0 2 4 50 2 0 56 3 0 3 0 6 0 39 1 0 40 104
01:30 PM 1 0 2 0 3 4 46 1 0 51 2 0 1 0 3 0 58 2 0 60 117
01:45 PM 1 0 4 0 5 4 43 1 0 48 0 0 0 0 0 1 43 0 0 44 97
Total 3 0 12 0 15 15 187 9 0 211 7 0 6 0 13 1 193 3 0 197 436
02:00 PM 2 0 3 0 5 3 64 2 0 69 2 0 0 0 2 2 52 1 0 55 131
02:15 PM 4 0 2 0 6 6 68 3 0 77 2 0 0 0 2 5 75 0 0 80 165
02:30 PM 2 1 2 0 5 4 65 4 0 73 4 1 0 0 5 1 52 0 0 53 136
02:45 PM 0 0 4 0 4 4 83 4 0 91 2 0 3 0 5 0 59 0 0 59 159
Total 8 1 11 0 20 17 280 13 0 310 10 1 3 0 14 8 238 1 0 247 591
03:00 PM 1 1 7 0 9 6 73 3 0 82 2 0 1 0 3 0 47 1 0 48 142
03:15 PM 0 0 3 0 3 4 75 5 0 84 4 0 4 0 8 1 67 1 0 69 164
03:30 PM 0 1 2 0 3 12 106 3 0 121 2 0 4 0 6 2 81 4 0 87 217
03:45 PM 1 5 2 0 8 5 94 4 0 103 2 1 2 0 5 4 74 2 1 81 197
Total 2 7 14 0 23 27 348 15 0 390 10 1 11 0 22 7 269 8 1 285 720
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & Vergus Ave
Site Code : 10
Start Date : 5/13/2025
Page No : 2
TH 13 & Vergus Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Groups Printed- vehicles & peds - heavy trucks & bikes
Vergus Ave
From North
TH 13
From East
Vergus Ave
From South
TH 13
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
04:00 PM 0 0 1 0 1 2 93 3 1 99 5 0 3 0 8 1 78 0 0 79 187
04:15 PM 0 0 1 0 1 3 88 1 1 93 4 1 2 0 7 3 90 0 0 93 194
04:30 PM 1 0 4 0 5 6 115 3 0 124 3 1 4 0 8 2 88 2 0 92 229
04:45 PM 1 0 0 0 1 9 114 6 1 130 2 0 0 0 2 3 96 1 1 101 234
Total 2 0 6 0 8 20 410 13 3 446 14 2 9 0 25 9 352 3 1 365 844
05:00 PM 1 1 8 0 10 3 123 4 0 130 0 0 4 0 4 3 82 0 0 85 229
05:15 PM 0 1 6 0 7 5 103 1 0 109 4 0 1 0 5 3 93 1 1 98 219
05:30 PM 1 0 0 0 1 6 114 0 0 120 3 0 0 0 3 2 70 1 0 73 197
05:45 PM 0 0 4 0 4 6 82 8 0 96 1 0 1 0 2 1 73 2 0 76 178
Total 2 2 18 0 22 20 422 13 0 455 8 0 6 0 14 9 318 4 1 332 823
06:00 PM 0 1 6 0 7 7 69 4 0 80 5 1 1 0 7 3 60 0 0 63 157
06:15 PM 0 1 2 0 3 5 75 2 0 82 3 0 1 0 4 0 55 0 0 55 144
06:30 PM 0 0 2 0 2 9 59 0 2 70 1 0 1 0 2 0 45 1 0 46 120
06:45 PM 0 0 1 0 1 0 63 2 0 65 1 0 0 0 1 2 47 1 0 50 117
Total 0 2 11 0 13 21 266 8 2 297 10 1 3 0 14 5 207 2 0 214 538
Grand Total 50 16 151 5 222 164 3235 126 5 3530 129 8 74 3 214 84 3289 41 3 3417 7383
Apprch %22.5 7.2 68 2.3 4.6 91.6 3.6 0.1 60.3 3.7 34.6 1.4 2.5 96.3 1.2 0.1
Total %0.7 0.2 2 0.1 3 2.2 43.8 1.7 0.1 47.8 1.7 0.1 1 0 2.9 1.1 44.5 0.6 0 46.3
vehicles & peds 50 16 151 0 217 164 3115 125 2 3406 126 8 74 0 208 81 3201 41 2 3325 7156
% vehicles & peds 100 100 100 0 97.7 100 96.3 99.2 40 96.5 97.7 100 100 0 97.2 96.4 97.3 100 66.7 97.3 96.9
heavy trucks & bikes 0 0 0 5 5 0 120 1 3 124 3 0 0 3 6 3 88 0 1 92 227
% heavy trucks & bikes 0 0 0 100 2.3 0 3.7 0.8 60 3.5 2.3 0 0 100 2.8 3.6 2.7 0 33.3 2.7 3.1
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & Vergus Ave
Site Code : 10
Start Date : 5/13/2025
Page No : 3
TH 13 & Vergus Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Vergus Ave
From North
TH 13
From East
Vergus Ave
From South
TH 13
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 1 0 5 0 6 0 48 3 3
07:15 AM 2 0 6 0 8 3 59 0 0 62 1 1 1 0 3 1 96 1 0 98 171
07:30 AM 1 1 3 0 5 1 78 2 0 81 3 0 4 0 7 1 116 1 0 118 211
07:45 AM 2 0 4 0 6 1 67 2 0 70 5
Total Volume 6 1 18 0 25 5 252 7 0 264 13 1 5 0 19 7 393 3 0 403 711
% App. Total 24 4 72 0 1.9 95.5 2.7 0 68.4 5.3 26.3 0 1.7 97.5 0.7 0
PHF .750 .250 .750 .000 .781 .417 .808 .583 .000 .815 .650 .250 .313 .000 .679 .583 .847 .750 .000 .854 .842
Vergus Ave
T
H
1
3
T
H
1
3
Vergus Ave
Right
6
Thru
1
Left
18
Peds
0
InOut Total
9 25 34
Ri
g
h
t
5
Th
r
u
25
2
Le
f
t
7
Pe
d
s
0
Ou
t
To
t
a
l
In
42
4
26
4
68
8
Left
5
Thru
1
Right
13
Peds
0
Out TotalIn
15 19 34
Le
f
t
3
Th
r
u39
3
Rig
h
t
7
Pe
d
s
0
To
t
a
l
Ou
t
In
26
3
40
3
66
6
Peak Hour Begins at 07:00 AM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & Vergus Ave
Site Code : 10
Start Date : 5/13/2025
Page No : 4
TH 13 & Vergus Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Vergus Ave
From North
TH 13
From East
Vergus Ave
From South
TH 13
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:45 PM
12:45 PM 1 60 61 6 7 2 3 128
01:00 PM 1 0 4 5 3 48 5
01:15 PM 0 0 2 0 2 4 50 2 0 56 3 0 3 0 6 0 39 1 0 40 104
01:30 PM 1 0 2 0 3 4 46 1 0 51 2 0 1 0 3 0 58 2 0 60 117
Total Volume 3 0 10 0 13 12 204 8 0 224 13 0 7 0 20 2 202 6 0 210 467
% App. Total 23.1 0 76.9 0 5.4 91.1 3.6 0 65 0 35 0 1 96.2 2.9 0
PHF .750 .000 .625 .000 .650 .750 .850 .400 .000 .918 .542 .000 .583 .000 .714 .250 .871 .500 .000 .875 .912
Vergus Ave
T
H
1
3
T
H
1
3
Vergus Ave
Right
3
Thru
0
Left
10
Peds
0
InOut Total
18 13 31
Rig
h
t
12
Th
r
u
20
4
Le
f
t
8
Pe
d
s
0
Ou
t
To
t
a
l
In
22
5
22
4
44
9
Left
7
Thru
0
Right
13
Peds
0
Out TotalIn
10 20 30
Le
f
t
6
Th
r
u
20
2
Ri
g
h
t
2
Pe
d
s
0
To
t
a
l
Ou
t
In
21
4
21
0
42
4
Peak Hour Begins at 12:45 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
File Name : TH 13 & Vergus Ave
Site Code : 10
Start Date : 5/13/2025
Page No : 5
TH 13 & Vergus Ave
6am to 7pm
vehicles, heavy trucks, peds, bikes
Prior Lake, MN
Vergus Ave
From North
TH 13
From East
Vergus Ave
From South
TH 13
From West
Start Time Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Right Thru Left bikes App. Total Int. Total
Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 1 1 4 0 8 2 88 2
04:45 PM 1 0 0 0 1 9 114 6 1 130 2 0 0 0 2 3 96 1 1 101 234
05:00 PM 1 1 8 10 3 123
05:15 PM 0 1 6 0 7 5 103 1 0 109 4 0 1 0 5 3 93 1 1 98 219
Total Volume 3 2 18 0 23 23 455 14 1 493 9 1 9 0 19 11 359 4 2 376 911
% App. Total 13 8.7 78.3 0 4.7 92.3 2.8 0.2 47.4 5.3 47.4 0 2.9 95.5 1.1 0.5
PHF .750 .500 .563 .000 .575 .639 .925 .583 .250 .948 .563 .250 .563 .000 .594 .917 .935 .500 .500 .931 .973
Vergus Ave
T
H
1
3
T
H
1
3
Vergus Ave
Right
3
Thru
2
Left
18
Peds
0
InOut Total
28 23 51
Ri
g
h
t
23
Th
r
u 45
5
Le
f
t
14
Pe
d
s
1
Ou
t
To
t
a
l
In
38
6
49
3
87
9
Left
9
Thru
1
Right
9
Peds
0
Out TotalIn
27 19 46
Le
f
t
4
Th
r
u35
9
Rig
h
t
11
Pe
d
s
2
To
t
a
l
Ou
t
In
46
7
37
6
84
3
Peak Hour Begins at 04:30 PM
vehicles & peds
heavy trucks & bikes
Peak Hour Data
North
wsb
701 Xenia Ave S, Suite 300
Minneapolis, MN 55416
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 58
APPENDIX B –
ADT / ADVMT FORECASTS
TRIP GENERATION TABLES
2050 Comp Plan (Scenario 1) Forecast ADT and ADVMT
2050 Scenario 2 Forecast ADT and ADVMT
Roadway Limits Length
(miles)
Existing
ADT
SMSC
Devel
Annual
Growth
2050 No-
Build ADT
2050 No-Build
ADVMT
Comp Plan
Trip Gen
2050 Comp
Plan ADT
2050 Comp Plan
ADVMT
TH 13 Marschall Rd to Vergus Ave 1 7198 702 1.01 10025 10025 15187 25212 25212
TH 282 Baseline Ave to Marschall Rd 1.2 5417 0 1.01 7016 8420 11307 18323 21988
TH 13 South of TH 282 0.5 7312 176 1.01 9647 4823 17499 27146 13573
Baseline Ave TH 282 to 160th St 2.5 913 738 1.01 1944 4861 11923 13867 34668
Shoreline Blvd Marschall Rd to Stemmer Ridge Rd 0.75 2198 210 1.01 3085 2314 6162 9247 6936
Marschall Rd 170th St to 160th St 1 7500 1090 1.01 11402 11402 26015 37417 37417
Marschall Rd TH 13 to 170th St 1.3 5723 878 1.01 8365 10874 22820 31185 40540
160th St Baseline Ave to Marschall Rd 1.5 200 1582 1.01 1838 2758 4041 5879 8819
170th St Baseline Ave to Marschall Rd 1.5 300 0 1.01 385 577 12293 12678 19017
Roadway Limits Length
(miles)
Existing
ADT
SMSC
Devel
Annual
Growth
2050 No
Build ADT
2050 No-Build
ADVMT
Scen 2 Trip
Gen
2050 Scen2
ADT
2050 Scenario 2
ADVMT
TH 13 Marschall Rd to Vergus Ave 1 7198 702 1.01 10025 10025 17385 27410 27410
TH 282 Baseline Ave to Marschall Rd 1.2 5417 0 1.01 7016 8420 11571 18587 22305
TH 13 South of TH 282 0.5 7312 176 1.01 9647 4823 16007 25654 12827
Baseline Ave TH 282 to 160th St 2.5 913 738 1.01 1944 4861 12902 14846 37116
Shoreline Blvd Marschall Rd to Stemmer Ridge Rd 0.75 2198 210 1.01 3085 2314 7658 10743 8058
Marschall Rd 170th St to 160th St 1 7500 1090 1.01 11402 11402 30199 41601 41601
Marschall Rd TH 13 to 170th St 1.3 5723 878 1.01 8365 10874 25403 33768 43898
160th St Baseline Ave to Marschall Rd 1.5 200 1582 1.01 1838 2758 4613 6451 9677
170th St Baseline Ave to Marschall Rd 1.5 300 0 1.01 385 577 17154 17539 26308
Trip Generation Tables for Scenario 1 (Comp Plan)
In Out Total In Out Total
NW LDR 210 - Single-Family
Detached Housing 62 Dwelling
Unit 12 32 44 36 22 58 564
12 32 44 36 22 58 564
LDR 210 - Single-Family
Detached Housing 139 Dwelling
Unit 26 71 97 80 49 129 1,264
26 71 97 80 49 129 1,264
LDR 210 - Single-Family
Detached Housing 219 Dwelling
Unit 41 112 153 126 77 203 1,991
41 112 153 126 77 203 1,991
NE LDR 210 - Single-Family
Detached Housing 326 Dwelling
Unit 62 167 229 188 115 303 2,963
62 167 229 188 115 303 2,963
141 382 523 430 263 693 6,781
AM Trips PM Trips Weekday
TripsAreaLand
Use ITE Code/Description # of Units Unit Type
Trip Generation- Scenario 1. Comp Plan & Scen 2 (Phase 1 Complete-2030)
Subtotal NW Area New Trips
West
Subtotal West Area New Trips
Subtotal NE Area New Trips
Total New Trips (Year 2030)
E
Subtotal East Area New Trips
In Out Total In Out Total
NW LDR 210 - Single-Family
Detached Housing 1,011 Dwelling
Unit 191 517 708 583 357 940 9,190
191 517 708 583 357 940 9,190
LDR 210 - Single-Family
Detached Housing 498 Dwelling
Unit 94 254 348 287 176 463 4,527
MDR 215 - Single-Family
Attached Housing 593 Dwelling
Unit 70 209 279 172 130 302 3,896
164 463 627 459 306 765 8,423
LDR 210 - Single-Family
Detached Housing 340 Dwelling
Unit 64 174 238 196 120 316 3,091
MDR 215 - Single-Family
Attached Housing 404 Dwelling
Unit 47 142 189 117 89 206 2,654
R/GB Retail / General Business*146 KSF 298 154 452 216 318 534 3,925
(38) (31) (69) (57) (57) (114) (931)
371 439 810 472 470 942 8,739
NE LDR 210 - Single-Family
Detached Housing 326 Dwelling
Unit 62 167 229 188 115 303 2,963
62 167 229 188 115 303 2,963
788 1,586 2,374 1,702 1,248 2,950 29,315
*Includes a mix of uses: bank, daycare, salon, gas station, medical/dental office, small office, strip retail.
Trip Generation- Scenario 1. Comp Plan (Phase 1 & 2 Complete-2040)
Area Land
Use ITE Code/Description # of Units Unit Type AM Trips PM Trips Weekday
Trips
Subtotal NW Area New Trips
West
Subtotal West Area New Trips
E
Retail Pass-by
Subtotal East Area New Trips
Subtotal NE Area New Trips
Total New Trips (Year 2040)
Trip Generation Tables for Scenario 2
In Out Total In Out Total
LDR 210 - Single-Family
Detached Housing 635 Dwelling
Unit 120 324 444 366 224 590 5,772
MDR 215 - Single-Family
Attached Housing 636 Dwelling
Unit 75 224 299 185 139 324 4,179
HDR 220 - Multifamily Housing
(Low Rise)477 Dwelling
Unit 47 149 196 154 94 248 2,962
242 697 939 705 457 1,162 12,913
LDR 210 - Single-Family
Detached Housing 405 Dwelling
Unit 77 207 284 234 143 377 3,681
MDR 215 - Single-Family
Attached Housing 616 Dwelling
Unit 72 217 289 179 135 314 4,047
HDR 220 - Multifamily Housing
(Low Rise)630 Dwelling
Unit 62 196 258 203 124 327 3,912
211 620 831 616 402 1,018 11,641
LDR 210 - Single-Family
Detached Housing 411 Dwelling
Unit 78 210 288 237 145 382 3,736
R/GB Retail / General Business*504 KSF 1,028 527 1,555 745 1,096 1,841 13,346
(138) (112) (250) (205) (205) (410) (3,415)
968 625 1,593 777 1,036 1,813 13,667
NE LDR 210 - Single-Family
Detached Housing 326 Dwelling
Unit 62 167 229 188 115 303 2,963
62 167 229 188 115 303 2,963
1,483 2,109 3,592 2,286 2,010 4,296 41,184
*Includes a mix of uses: bank, daycare, salon, gas station, medical/dental office, small office, strip retail.
Trip Generation- Scenario 2 (Phase 1 & 2 Complete-2040)
Area Land
Use ITE Code/Description # of Units Unit Type AM Trips PM Trips Weekday
Trips
NW
Subtotal NW Area New Trips
West
Subtotal West Area New Trips
E
Total New Trips (Year 2040)
Retail Pass-by
Subtotal East Area New Trips
Subtotal NE Area New Trips
2050- Comp Plan
In Out Rate In Out Rate Weekday In Out Total In Out Total
R/GB 912 - Drive-in Bank 2 KSF 58%42%9.95 50%50%21.03 98.85 12 8 20 21 21 42 198
(4) (2) (6) (6) (6) (13) (59)
8 6 14 15 15 29 138
R/GB 918 - Hair Salon/Spa 5 KSF 83%17%1.21 17%83%1.45 50.50 5 1 6 1 6 7 253
5 1 6 1 6 7 253
R/GB 565 - Day Care Center 13 KSF 53%47%10.88 47%53%10.75 39.30 75 66 141 66 74 140 511
75 66 141 66 74 140 511
R/GB 720 - Medical-Dental Office Building 15 KSF 78%22%3.21 30%70%3.42 34.03 38 11 49 15 36 51 510
38 11 49 15 36 51 510
R/GB 712 - Small Office Building 15 KSF 83%17%1.64 34%66%2.16 14.39 20 4 24 11 21 32 216
20 4 24 11 21 32 216
R/GB 822 - Strip Retail Plaza (<40K)15 KSF 55%45%3.93 50%50%6.29 54.45 32 27 59 47 47 94 817
(6) (5) (12) (9) (9) (19) (163)
(13) (11) (24) (19) (19) (38) (327)
13 11 24 19 19 38 327
R/GB 945 - Convenience Store/Gas Station
(7k & 20 pumps) VFP 50%50%13.65 50%50%15.85 211.05 - - - - - - -
- - - - - - -
- - - - - - -
65 (16) (13) (30) (25) (25) (50) (386)
159 98 258 127 171 297 1,955
AM IN AM OUT AM TOT PM IN PM OUT PM TOT Daily
R/GB 912 - Drive-in Bank 12 KSF 58%42%9.95 50%50%21.03 98.85 69 50 119 126 126 252 1,186
(21) (15) (36) (38) (38) (76) (356)
48 35 83 88 88 176 830
R/GB 918 - Hair Salon/Spa 15 KSF 83%17%1.21 17%83%1.45 50.50 15 3 18 4 18 22 758
15 3 18 4 18 22 758
R/GB 565 - Day Care Center 50 KSF 53%47%10.88 47%53%10.75 39.30 288 256 544 253 285 538 1,965
288 256 544 253 285 538 1,965
R/GB 720 - Medical-Dental Office Building 250 KSF 78%22%3.21 30%70%3.42 34.03 626 177 803 257 599 856 8,508
626 177 803 257 599 856 8,508
R/GB 712 - Small Office Building 250 KSF 83%17%1.64 34%66%2.16 14.39 340 70 410 184 356 540 3,598
340 70 410 184 356 540 3,598
R/GB 822 - Strip Retail Plaza (<40K)250 KSF 55%45%3.93 50%50%6.29 54.45 540 442 982 786 786 1,572 13,613
(108) (88) (196) (157) (157) (314) (2,723)
(216) (177) (393) (314) (314) (629) (5,445)
216 177 393 314 314 629 5,445
R/GB 945 - Convenience Store/Gas Station
(7k & 16 pumps)16 VFP 50%50%13.65 50%50%15.85 211.05 109 109 218 127 127 254 3,377
(82) (82) (164) (95) (95) (191) (2,533)
27 27 55 32 32 64 844
843 (318) (274) (592) (447) (447) (895) (8,333)
1,561 745 2,306 1,132 1,692 2,825 21,947
AM IN AM OUT AM TOT PM IN PM OUT PM TOT Daily
R/GB 912 - Drive-in Bank 2 KSF 58%42%9.95 50%50%21.03 98.85 12 8 20 21 21 42 198
(4) (2) (6) (6) (6) (13) (59)
8 6 14 15 15 29 138
R/GB 918 - Hair Salon/Spa 10 KSF 83%17%1.21 17%83%1.45 50.50 10 2 12 2 12 14 505
10 2 12 2 12 14 505
R/GB 565 - Day Care Center 30 KSF 53%47%10.88 47%53%10.75 39.30 173 153 326 152 171 323 1,179
173 153 326 152 171 323 1,179
R/GB 720 - Medical-Dental Office Building 100 KSF 78%22%3.21 30%70%3.42 34.03 250 71 321 103 239 342 3,403
250 71 321 103 239 342 3,403
R/GB 712 - Small Office Building 100 KSF 83%17%1.64 34%66%2.16 14.39 136 28 164 73 143 216 1,439
136 28 164 73 143 216 1,439
Weekday
TripsAreaLand
Use ITE Code/Description # of Units Unit Type AM Rate PM Rate AM Trips PM Trips
Pass-by (30% Weekday)
Subtotal Area New Trips
Subtotal Area New Trips
Mixed Use (20% Weekday)
Pass-by (40% Weekday)
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Pass-by (30% Weekday)
Subtotal Area New Trips
Pass-by (75% Weekday)
Subtotal Area New Trips
Pass-by Trips
West
Pass-by Trips
New Trips
SW
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Mixed Use (20% Weekday)
Subtotal Area New Trips
Pass-by (75% Weekday)
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
New Trips
SE
Pass-by (30% Weekday)
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Pass-by (40% Weekday)
R/GB 822 - Strip Retail Plaza (<40K)100 KSF 55%45%3.93 50%50%6.29 54.45 216 177 393 315 315 630 5,445
(43) (35) (79) (63) (63) (126) (1,089)
(86) (71) (157) (126) (126) (252) (2,178)
86 71 157 126 126 252 2,178
R/GB 945 - Convenience Store/Gas Station
(7k & 20 pumps) VFP 50%50%13.65 50%50%15.85 211.05 - - - - - - -
- - - - - - -
- - - - - - -
342 (90) (73) (163) (132) (132) (265) (2,237)
664 330 994 471 706 1,176 8,842
AM IN AM OUT AM TOT PM IN PM OUT PM TOT Daily
R/GB 912 - Drive-in Bank 2 KSF 58%42%9.95 50%50%21.03 98.85 12 8 20 21 21 42 198
(4) (2) (6) (6) (6) (13) (59)
8 6 14 15 15 29 138
R/GB 918 - Hair Salon/Spa 5 KSF 83%17%1.21 17%83%1.45 50.50 5 1 6 1 6 7 253
5 1 6 1 6 7 253
R/GB 565 - Day Care Center 15 KSF 53%47%10.88 47%53%10.75 39.30 86 77 163 76 85 161 590
86 77 163 76 85 161 590
R/GB 720 - Medical-Dental Office Building 44 KSF 78%22%3.21 30%70%3.42 34.03 110 31 141 45 105 150 1,497
110 31 141 45 105 150 1,497
R/GB 712 - Small Office Building 40 KSF 83%17%1.64 34%66%2.16 14.39 54 11 65 29 57 86 576
54 11 65 29 57 86 576
R/GB 822 - Strip Retail Plaza (<40K)40 KSF 55%45%3.93 50%50%6.29 54.45 86 71 157 126 126 252 2,178
(17) (14) (31) (25) (25) (50) (436)
(34) (28) (63) (50) (50) (101) (871)
34 28 63 50 50 101 871
R/GB 945 - Convenience Store/Gas Station
(7k & 20 pumps) VFP 50%50%13.65 50%50%15.85 211.05 - - - - - - -
- - - - - - -
- - - - - - -
146 (38) (31) (69) (57) (57) (113) (931)
298 154 452 216 318 534 3,925
2040- Comp Plan
AM IN AM OUT AM TOT PM IN PM OUT PM TOT Daily
R/GB 912 - Drive-in Bank 2 KSF 58%42%9.95 50%50%21.03 98.85 12 8 20 21 21 42 198
(4) (2) (6) (6) (6) (13) (59)
8 6 14 15 15 29 138
R/GB 918 - Hair Salon/Spa 5 KSF 83%17%1.21 17%83%1.45 50.50 5 1 6 1 6 7 253
5 1 6 1 6 7 253
R/GB 565 - Day Care Center 15 KSF 53%47%10.88 47%53%10.75 39.30 86 77 163 76 85 161 590
86 77 163 76 85 161 590
R/GB 720 - Medical-Dental Office Building 44 KSF 78%22%3.21 30%70%3.42 34.03 110 31 141 45 105 150 1,497
110 31 141 45 105 150 1,497
R/GB 712 - Small Office Building 40 KSF 83%17%1.64 34%66%2.16 14.39 54 11 65 29 57 86 576
54 11 65 29 57 86 576
R/GB 822 - Strip Retail Plaza (<40K)40 KSF 55%45%3.93 50%50%6.29 54.45 86 71 157 126 126 252 2,178
(17) (14) (31) (25) (25) (50) (436)
(34) (28) (63) (50) (50) (101) (871)
34 28 63 50 50 101 871
R/GB 945 - Convenience Store/Gas Station
(7k & 20 pumps) VFP 50%50%13.65 50%50%15.85 211.05 - - - - - - -
- - - - - - -
- - - - - - -
146 (38) (31) (69) (57) (57) (113) (931)
298 154 452 216 318 534 3,925
Mixed Use (20% Weekday)
Subtotal Area New Trips
SE
Subtotal Area New Trips
Pass-by (75% Weekday)
Subtotal Area New Trips
Pass-by Trips
New Trips
E
Pass-by (30% Weekday)
Subtotal Area New Trips
E
Pass-by (30% Weekday)
Subtotal Area New Trips
Mixed Use (20% Weekday)
Pass-by Trips
New Trips
Mixed Use (20% Weekday)
Subtotal Area New Trips
Pass-by (75% Weekday)
Subtotal Area New Trips
New Trips
Pass-by (40% Weekday)
Pass-by (40% Weekday)
Pass-by (40% Weekday)
Subtotal Area New Trips
Pass-by (75% Weekday)
Subtotal Area New Trips
Pass-by Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
2050- Scen 2
In Out Rate In Out Rate Weekday In Out Total In Out Total
R/GB 912 - Drive-in Bank 2 KSF 58%42%9.95 50%50%21.03 98.85 12 8 20 21 21 42 198
(4) (2) (6) (6) (6) (13) (59)
8 6 14 15 15 29 138
R/GB 918 - Hair Salon 5 KSF 83%17%1.21 17%83%1.45 50.50 5 1 6 1 6 7 253
5 1 6 1 6 7 253
R/GB 565 - Day Care Center 11 KSF 53%47%10.88 47%53%10.75 39.30 63 56 119 56 63 119 432
63 56 119 56 63 119 432
R/GB 720 - Medical-Dental Office Building 75 KSF 78%22%3.21 30%70%3.42 34.03 188 53 241 77 180 257 2,552
188 53 241 77 180 257 2,552
R/GB 712 - Small Office Building 75 KSF 83%17%1.64 34%66%2.16 14.39 102 21 123 55 107 162 1,079
102 21 123 55 107 162 1,079
R/GB 822 - Strip Retail Plaza (<40K)75 KSF 55%45%3.93 50%50%6.29 54.45 162 133 295 236 236 472 4,084
(32) (27) (59) (47) (47) (94) (817)
(65) (53) (118) (94) (94) (189) (1,634)
65 53 118 94 94 189 1,634
R/GB 945 - Convenience Store/Gas Station
(7k & 20 pumps)16 VFP 50%50%13.65 50%50%15.85 211.05 109 109 218 127 127 254 3,377
(82) (82) (164) (95) (95) (191) (2,533)
27 27 55 32 32 64 844
259 (150) (137) (288) (196) (196) (392) (4,225)
458 217 676 330 497 827 6,932
AM IN AM OUT AM TOT PM IN PM OUT PM TOT Daily
R/GB 912 - Drive-in Bank 2 KSF 58%42%9.95 50%50%21.03 98.85 12 8 20 21 21 42 198
(4) (2) (6) (6) (6) (13) (59)
8 6 14 15 15 29 138
R/GB 918 - Hair Salon 7 KSF 83%17%1.21 17%83%1.45 50.50 7 1 8 2 8 10 354
7 1 8 2 8 10 354
R/GB 565 - Day Care Center 20 KSF 53%47%10.88 47%53%10.75 39.30 115 102 217 101 114 215 786
115 102 217 101 114 215 786
R/GB 720 - Medical-Dental Office Building 90 KSF 78%22%3.21 30%70%3.42 34.03 225 64 289 92 215 307 3,063
225 64 289 92 215 307 3,063
R/GB 712 - Small Office Building 90 KSF 83%17%1.64 34%66%2.16 14.39 123 25 148 66 128 194 1,295
123 25 148 66 128 194 1,295
R/GB 822 - Strip Retail Plaza (<40K)90 KSF 55%45%3.93 50%50%6.29 54.45 195 159 354 283 283 566 4,901
(39) (32) (71) (57) (57) (113) (980)
(78) (64) (142) (113) (113) (226) (1,960)
78 64 142 113 113 226 1,960
R/GB 945 - Convenience Store/Gas Station
(7k & 20 pumps) VFP 50%50%13.65 50%50%15.85 211.05 - - - - - - -
- - - - - - -
- - - - - - -
299 (82) (66) (148) (120) (120) (239) (2,020)
556 261 818 389 593 982 7,596
AM IN AM OUT AM TOT PM IN PM OUT PM TOT Daily
R/GB 912 - Drive-in Bank 5 KSF 58%42%9.95 50%50%21.03 98.85 29 21 50 53 53 106 494
(9) (6) (15) (16) (16) (32) (148)
20 15 35 37 37 74 346
R/GB 918 - Hair Salon 10 KSF 83%17%1.21 17%83%1.45 50.50 10 2 12 2 12 14 505
10 2 12 2 12 14 505
R/GB 565 - Day Care Center 50 KSF 53%47%10.88 47%53%10.75 39.30 288 256 544 253 285 538 1,965
288 256 544 253 285 538 1,965
R/GB 720 - Medical-Dental Office Building 150 KSF 78%22%3.21 30%70%3.42 34.03 376 106 482 154 359 513 5,105
376 106 482 154 359 513 5,105
R/GB 712 - Small Office Building 150 KSF 83%17%1.64 34%66%2.16 14.39 204 42 246 110 214 324 2,159
204 42 246 110 214 324 2,159
Weekday
TripsAreaUnit Type AM Rate PM Rate AM Trips PM TripsLand
Use ITE Code/Description # of Units
West
Pass-by (30% Weekday)
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Pass-by Trips
New Trips
Subtotal Area New Trips
Mixed Use (20% Weekday)
Subtotal Area New Trips
Pass-by (75% Weekday)
Subtotal Area New Trips
Pass-by (40% Weekday)
Subtotal Area New Trips
SE
Pass-by (30% Weekday)
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Mixed Use (20% Weekday)
Subtotal Area New Trips
E
Pass-by (30% Weekday)
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Pass-by (40% Weekday)
Pass-by (75% Weekday)
Subtotal Area New Trips
Pass-by Trips
New Trips
R/GB 822 - Strip Retail Plaza (<40K)150 KSF 55%45%3.93 50%50%6.29 54.45 324 265 589 472 472 944 8,168
(65) (53) (118) (94) (94) (189) (1,634)
(130) (106) (236) (189) (189) (378) (3,267)
130 106 236 189 189 378 3,267
R/GB 945 - Convenience Store/Gas Station
(7k & 20 pumps) VFP 50%50%13.65 50%50%15.85 211.05 - - - - - - -
- - - - - - -
- - - - - - -
515 (138) (112) (251) (205) (205) (409) (3,415)
1,028 527 1,555 745 1,096 1,841 13,346
2040- Scen 2
AM IN AM OUT AM TOT PM IN PM OUT PM TOT Daily
R/GB 912 - Drive-in Bank 4 KSF 58%42%9.95 50%50%21.03 98.85 23 17 40 42 42 84 395
(7) (5) (12) (13) (13) (25) (119)
16 12 28 29 29 59 277
R/GB 918 - Hair Salon 10 KSF 83%17%1.21 17%83%1.45 50.50 10 2 12 2 12 14 505
10 2 12 2 12 14 505
R/GB 565 - Day Care Center 40 KSF 53%47%10.88 47%53%10.75 39.30 231 205 436 202 228 430 1,572
231 205 436 202 228 430 1,572
R/GB 720 - Medical-Dental Office Building 150 KSF 78%22%3.21 30%70%3.42 34.03 376 106 482 154 359 513 5,105
376 106 482 154 359 513 5,105
R/GB 712 - Small Office Building 150 KSF 83%17%1.64 34%66%2.16 14.39 204 42 246 110 214 324 2,159
204 42 246 110 214 324 2,159
R/GB 822 - Strip Retail Plaza (<40K)150 KSF 55%45%3.93 50%50%6.29 54.45 324 265 589 472 472 944 8,168
(65) (53) (118) (94) (94) (189) (1,634)
(130) (106) (236) (189) (189) (378) (3,267)
130 106 236 189 189 378 3,267
R/GB 945 - Convenience Store/Gas Station
(7k & 20 pumps) VFP 50%50%13.65 50%50%15.85 211.05 - - - - - - -
- - - - - - -
- - - - - - -
504 (137) (111) (248) (201) (201) (403) (3,386)
967 473 1,440 686 1,031 1,717 12,884
E
Mixed Use (20% Weekday)
Subtotal Area New Trips
E
Pass-by (30% Weekday)
Subtotal Area New Trips
Mixed Use (20% Weekday)
Subtotal Area New Trips
Pass-by (75% Weekday)
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Subtotal Area New Trips
Pass-by (75% Weekday)
Pass-by Trips
New Trips
Pass-by (40% Weekday)
Pass-by (40% Weekday)
Subtotal Area New Trips
Pass-by Trips
New Trips
Traffic Analysis – Prior Lake Annexation AUAR
City of Prior Lake
Page 59
APPENDIX C –
FULL ACCESS INTERSECTION ANALYSIS
AT MARSCHALL ROAD AND LANGFORD
AVENUE
Full Access at the Marschall Road and Langford Avenue intersection
An analysis on Marschall Road between Langford Avenue and 170th Street/ Shoreline Boulevard was
conducted to evaluate the impacts on 170th Street/Shoreline Boulevard if the Marshall Road and Langford
Avenue intersection was full access in future Build scenarios. Two scenarios were evaluated, with the
assumption that Marschall Road will be a four-lane divided section in years 2040 and 2050.
• Option 1: 2x1 Roundabout at 170th Street/ Shoreline Boulevard and 2x1 Roundabout at Langford Ave
• Option 2: Roundabout Interchange at 170th Street/ Shoreline Boulevard and 2x1 Roundabout at
Langford Ave
2040 Build Analysis – Scenario 1 (Comp Plan)
Option 1: 2x1 Roundabout at 170th Street/ Shoreline Boulevard and 2x1 Roundabout at Langford Ave
Option 2: Roundabout Interchange at 170th Street/ Shoreline Boulevard and 2x1 Roundabout at Langford Ave
NB 11 10
EB 9 20
WB 24 13
SB 5 13
NB 8 6
EB 8 11
WB 11 9
SB 5 8
Intersection AM Peak Hour PM Peak Hour
Co
n
t
r
o
l
Location Movement Delay*Delay*
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& 170th St/
Shoreline Blvd
11 12
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& Langford Ave 7 8
Delay*Delay*
NB 5 7
EB 6 6
WB 6 6
SB 5 9
NB 8 6
EB 8 11
WB 11 9
SB 5 8
Intersection AM Peak Hour PM Peak Hour
Co
n
t
r
o
l
Location Movement Delay*Delay*
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& 170th St/
Shoreline Blvd
6 7
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& Langford Ave 7 7
Delay*Delay*
2040 Build Analysis – Scenario 2
Option 1: 2x1 Roundabout at 170th Street/ Shoreline Boulevard and 2x1 Roundabout at Langford Ave
Option 2: Roundabout Interchange at 170th Street/ Shoreline Boulevard and 2x1 Roundabout at Langford Ave
NB 19 15
EB 20 49
WB 44 33
SB 7 23
NB 11 8
EB 14 18
WB 15 18
SB 6 11
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& 170th St/
Shoreline Blvd
18 24
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& Langford Ave 10 12
Delay*Delay*
Intersection AM Peak Hour PM Peak Hour
Co
n
t
r
o
l
Location Movement Delay*Delay*
NB 6 8
EB 8 8
WB 7 8
SB 6 12
NB 11 8
EB 14 18
WB 15 18
SB 6 11
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& 170th St/
Shoreline Blvd
7 10
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& Langford Ave 10 12
Delay*Delay*
Intersection AM Peak Hour PM Peak Hour
Co
n
t
r
o
l
Location Movement Delay*Delay*
2050 Build Analysis – Scenario 1 (Comp Plan)
Option 1: 2x1 Roundabout at 170th Street/ Shoreline Boulevard and 2x1 Roundabout at Langford Ave
Option 2: Roundabout Interchange at 170th Street/ Shoreline Boulevard and 2x1 Roundabout at Langford Ave
2050 Build Analysis – Scenario 2
Option 1: 2x1 Roundabout at 170th Street/ Shoreline Boulevard and 2x1 Roundabout at Langford Ave: Not
analyzed due to multiple approaches incurring several minutes of delay in Scenario 1
Option 2: Roundabout Interchange at 170th Street/ Shoreline Boulevard and 2x1 Roundabout at Langford Ave
Not analyzed due to the eastbound Langford Ave approach incurring several minutes of delay in Scenario 1
NB 59 120
EB 340 651
WB 261 285
SB 20 157
NB 19 29
EB 192 376
WB 30 54
SB 15 36
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& Shoreline
Blvd
100 203
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& Langford Ave 40 73
Delay*Delay*
Intersection AM Peak Hour PM Peak Hour
Co
n
t
r
o
l
Location Movement Delay*Delay*
NB 8 13
EB 10 12
WB 9 10
SB 7 21
NB 19 29
EB 192 376
WB 30 54
SB 15 36
Intersection AM Peak Hour PM Peak Hour
Co
n
t
r
o
l
Location Movement Delay*Delay*
* Delay measured in seconds per vehicle
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& Shoreline
Blvd
9 15
Ro
u
n
d
a
b
o
u
t
Marschall Rd
& Langford Ave 40 73
Delay*Delay*
Conclusion
Based on the rerouting of trips by converting the partial access (3/4 access assumed previously) intersection
of Marschall Road and Langford Avenue to a full access intersection, two-way stop-controlled intersection is
expected to fail for all scenarios. A roundabout control is expected to be needed if the intersection is to be full
access, as signal control would not be a potential option that the County will accept. A full access intersection
at Langford Avenue would temporarily relieve the 170th Street/ Shoreline Boulevard intersection in 2040 but
would negatively impact operations before full build out of the development area (2050). Based on forecasted
traffic volumes on Marschall Road, at-grade roundabouts are not recommended between 170th
Street/Shoreline Boulevard and TH 282/ TH 13. Therefore, only partial access is recommended at the Marschall
Road and Langford Avenue intersection.
March 2026
Final AUAR Appendix
APPENDIX I
WATER SYSTEM STUDIES
H:\PLAK\25X138377000\2_Preliminary\C_Reports\2025-12-05 24X138377 City Memo Prior Lake Orderly Annexation Area-Water System Study_Revised.docx
MEMORANDUM
Date: December 5, 2025
To: Luke Schwarz, Assistant City Engineer (lschwarz@priorlakemn.gov)
Nick Monserud, Public Works Director, City Engineer (nmonserud@priorlakemn.gov)
From: Seth A. Peterson, P.E., Bolton & Menk, Inc. (seth.peterson@bolton-menk.com)
Subject: Orderly Annexation Area – Water System Study (Revised)
City of Prior Lake, Minnesota
Project No.: 25X.138377
The City of Prior Lake is considering two scenarios for the orderly annexation area. Bolton & Menk
completed a water study for the city as part of the 2040 Comprehensive Plan, but a more in-depth study
is required to focus on the various needs of the water system. Based on preliminary estimates of water
demand, we estimate that Annexation Scenario 1 would impose an additional average day demand of
1.04 million gallons per day (MGD) and that Annexation Scenario 2 would impose an additional average
day demand of 1.13 MGD of water. Additional population due to annexation is assumed to increase
linearly by phase. Phase 1 is estimated to be completed by 2030, and Phase 2 by 2040.
Acquiring the annexation area will result in a significant increase in the Prior Lake water system. To
ensure the system can meet these demands as the community continues to grow, an analysis of the
system supply, storage, and treatment capacity was completed. The results of this analysis were used to
create recommendations for system improvements, estimated costs, and a proposed schedule of
improvements. This analysis aims to provide the city with a plan to acquire the annexation area and still
reliably provide quality drinking water for its residents.
I. Existing System
Supply
1. Wells
The City of Prior Lake water system consists of seven groundwater wells. One
groundwater well is used only for peak demands. These wells are summarized below
in Table 1.
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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Table 1 - Existing Wells
Well # MN Unique Well # Year Installed Capacity (gpm)
(Provided in 2022) Depth (ft)
3 207308 1973 900 364
4 110452 1975 900 645
5 420954 1988 900 672
7 655913 2003 450 640
8 686263 2006 1100 402
9 686264 2001 450 N/A
1) This analysis does not include Well No. 6, as this well is available for emergency use only by the
Prior Lake Water Treatment Plant.
The total capacity of the water supply well is 4,700 gpm, or 5.64 MGD if well pumps
are run for 20 hours per day as recommended. However, the firm capacity of the
water supply well, or the water supply if the highest-producing well is offline, is often
used for planning purposes to represent the worst-case scenario. Well No. 8 is the top
producing well for the city system. If Well No. 8 is offline for maintenance or repair,
3,600 gpm (4.32 MGD) remains the firm capacity of the well.
2. Interconnections
To supplement the water supply and to make up for deficits in pumping capacity
during maximum day demands, the City of Prior Lake has an agreement with the
Shakopee Mdewakanton Sioux Community (SMSC) to purchase up to 2.2 million
gallons of water per day. As SMSC grows and water use increases, the total volume of
water the city can utilize decreases to 1.5 MGD. Table 2 below shows the total supply
capacity of the water system.
Table 2 - Existing Water System Capacity
Item Firm Capacity Total Capacity
Well Capacity (MGD) 4.32 5.64
SMSC Capacity (MGD) 1.5 1.5
Total Capacity (MGD) 5.82 7.14
The city began using the interconnection in 2014. In 2023 and 2024, the city
purchased 372 and 301 million gallons, respectively. The interconnection with SMSC
has helped provide a supplemental water source to meet the city’s maximum day
demands.
Treatment
1. Prior Lake Water Treatment Plant
The Prior Lake Water Treatment Plant (WTP) consists of aeration, detention, filtration,
chlorination, fluoridation, and corrosion control. Its current treatment capacity is
7.5 MGD, and there are no current plans to expand it.
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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2. SMSC Water Treatment Plant
As discussed above, the SMSC Water Treatment Plant is currently able to provide up
to 2.2 MGD to Prior Lake. Table 3 below summarizes the total existing water
treatment capacity of Prior Lake and SMSC combined.
Table 3 - Existing Water Treatment Plant Capacity
Treatment Plant Maximum Capacity
Prior Lake 7.5 MGD(1)
SMSC (Current) 2.2 MGD
Total Capacity 9.7 MGD
1) Prior Lake WTP is significantly limited by the availability of source water. This is discussed further in
Section IV § C.
Storage
The Prior Lake Water system has three storage facilities, summarized below in Table 4:
Table 4 - Existing Water System Storage
Structure Name Type of Storage Year Constructed Storage Capacity
(gal.)
South Tower Elevated Storage 1973 750,000
North Tower Elevated Storage 1986 1,000,000
WTP Clearwell Ground Storage 2009 1,500,000
Total System Storage (Gal.) 3,250,000
All three storage facilities receive regular maintenance and are generally in good condition.
The WTP clearwell requires minimum maintenance. Joint storage at the SMSC South Water
Treatment plant was not included in this analysis to provide a conservative estimate of
storage needs.
Water Model
The water distribution model was updated based on the GIS data and the demands
presented in the following section. The existing system was then analyzed for pressure and
fire flow. Fire flow was analyzed under maximum daily demands. Pressure was analyzed
under average daily demands and maximum daily demands. During average daily demands,
the water towers are two feet from full, the water treatment plant and SMSC pumps are off,
one low-flow pump is on at the west booster station, and two low-flow pumps are on at the
Summit Preserve booster station. During maximum daily demands, the water towers are
half-full, one pump is on at the water treatment plant and SMSC, the high flow pump is on
at the west booster station, and all pumps are on at the Summit Preserve booster station.
Table 5 summarizes pressure and fire flow results for each pressure zone.
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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Table 5 - Existing System Pressure and Fire Flow
Pressure Zone Average Daily Demand
- Pressure (psi)
Maximum Daily
Demand - Pressure (psi)
Maximum Daily Demand
- Fire Flow (gpm)
Main Pressure
Zone
48 - 127,
Avg. 81 ±12
42 - 121,
Avg. 76 ±12
2,200 - 5,000+,
Avg. 5,000+
Northwest
Pressure Zone
38 - 90,
Avg. 68 ±11
33 - 84,
Avg. 63 ±11
3,600 - 5,000+,
Avg. 5,000+
Jeffer’s Pond
Pressure Zone
92 - 113,
Avg. 104 ±5
86 - 108,
Avg. 98 ±5
5,000+ - 5,000+,
Avg. 5,000+
Summit Preserve
Pressure Zone
36 - 60,
Avg. 48 ±7
31 - 55,
Avg. 43 ±7
2,500 - 5,000+,
Avg. 5,000+
II. System Demand
The current system demands can be estimated from the system’s service population and historical
data. For communities close to the Twin Cities metro area, the Metropolitan Council estimates
future city populations. The Metropolitan Council estimates that the current Prior Lake population
is 27,617 and projects that the population will grow to 33,800 by 2050. Table 6 below displays the
current and future average day and maximum day demands.
Table 6 - Historical and Future Water Use Projections
Year Population Average Day Demand Maximum Day Demand
Historical Data 2.2 mgd 7.03 mgd (2007)
2023-current 28,056 2.23 mgd 6.29 mgd (2023)
2030 28,100 2.44 mgd 5.75 mgd
2040 30,300 2.64 mgd 6.19 mgd
2050 33,800 2.94 mgd 6.91 mgd
This table represents the city’s average and maximum day demands on the water system if the
annexation does not take place. Note that these demands are based on historical values of 87
gallons per capita per day and a peaking factor of 2.35, which is typical for a community of this
size.
III. Restrictions/Regulations
The 10 States Standards, a set of design standards for water and wastewater systems created by
the Great Lakes – Upper Mississippi River Board of State and Provincial Public Health and
Environmental Managers, are traditionally used in this type of system analysis. The relevant
standards for this analysis are:
• Total Water Storage should be ≥ Average Day Demand
• Total Firm Water Supply should be ≥ Maximum Day Demand
• Filtration Rates = 2-4 gpm/sq. ft. of filter area
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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IV. Existing System vs Future Demands
To determine what improvements to the existing system will need to be made if the orderly
annexation area is acquired, the existing system supply, storage, and treatment capacity were
compared to the estimated future water demands. There are two proposed annexation scenarios
with differing land use areas for each. To calculate the water demand for each land use,
estimation factors of 2.6 persons per unit and 87 gallons per capita per day were used. Appendix A
contains a table showing the values used for these calculations. A summary is provided in Table 7
below.
Table 7 - Orderly Annexation Area Water Demand Projections Summary
Scenario
Developable Acres in
Study Area
Estimated
Population
Estimated Water Demand
(MGD)
Scenario 1 1,883 12,000 1.04
Scenario 2 1,883 13,000 1.13
Additional population due to annexation is assumed to increase linearly by phase. Phase 1 is
estimated to be completed by 2030, Phase 2 by 2040, and Phases 3 and 4 by 2050.
Supply
First, the water system supply was compared to the future system demands under the two
scenarios. For clarity, the demands if the user does not come online were also included.
Figure 1: Estimated Max Day Water Demands of System with No New User and Existing Water Supply
0.00
2.00
4.00
6.00
8.00
10.00
12.00
14.00
2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 2055
De
m
a
n
d
(
M
G
D
)
Year
Max Day vs. Current Supply (No New User)
MDD (No New User)Current Supply (Firm Capacity)Current Supply (Total Capacity)
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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Figure 2: Estimated Max Day Water Demands of System with Annexation Scenario 1 and
Existing Water Supply
Figure 3: Estimated Max Day Water Demands of System with Annexation Scenario 2 and
Existing Water Supply
0.00
2.00
4.00
6.00
8.00
10.00
12.00
14.00
2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 2055
De
m
a
n
d
(
M
G
D
)
Year
Max Day vs. Current Supply (Scenario 1)
MDD (Scenario 1)Current Supply (Firm Capacity)Current Supply (Total Capacity)
0.00
2.00
4.00
6.00
8.00
10.00
12.00
14.00
2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 2055
De
m
a
n
d
(
M
G
D
)
Year
Max Day vs. Current Supply (Scenario 2)
MDD (Scenario 2)Current Supply (Firm Capacity)Current Supply (Total Capacity)
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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As shown in the figures above, the system cannot currently meet future Max Day Demands, even if the
annexation area is not acquired. This is based on historical water demand data, current population
projections from the Metropolitan Council, and the estimated water demand of the annexation area.
The analysis of the water system supply shows that the city needs an additional water supply before the
orderly annexation area is acquired.
Storage
Second, the water system was compared to future system demands. According to 10 States
Standards, total water system storage should be greater than or equal to the Average Day
Demand.
Figure 4: Estimated Average Day Water Demands with No New User and Existing Water Storage
0
0.5
1
1.5
2
2.5
3
3.5
2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 2055
St
o
r
a
g
e
(
M
G
)
Year
Average Day vs. Current Storage (No New User)
ADD (No New User)Current Storage
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
Page 8
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Figure 5: Estimated Average Day Water Demands with Annexation Scenario 1 and
Existing Water Storage
Figure 6: Estimated Average Day Water Demands with Annexation Scenario 2 and
Existing Water Storage
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
4.50
2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 2055
St
o
r
a
g
e
(
M
G
)
Year
Average Day vs. Current Storage (Scenario 1)
ADD (Scenario 1)Current Storage
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
4.50
2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 2055
St
o
r
a
g
e
(
M
G
)
Year
Average Day vs. Current Storage (Scenario 2)
ADD (Scenario 2)Current Storage
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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As shown in Figure 4 above, the existing system water storage can meet average day
demands until at least 2050; however, average day demand will be greater than current
system storage by 2040 for annexation Scenarios 1 and 2. For Scenario 1, the ADD in year
2050 is 3.98 mgd, and for Scenario 2, the ADD in year 2050 is 4.07 mgd. Both of these
exceed the current available storage. The available storage capacity was also evaluated
against the needed supply to meet fire flow demands in the event of a large fire. The
industry standard is to evaluate fire flow demands of 3,000 gpm for a 3-hour firefighting
effort. Table 8 below shows that existing water system storage is insufficient to meet the
projected fire flow demand from a 3-hour firefighting event.
Table 8 - Required Storage: Peak Hour, Equalizing Storage, plus Fire Flow Method
3- Hour Flow
No New
User
Scenario
1
Scenario
2
Fire Demand (gpm) 3,000 3,000 3,000
Peak Usage (gpm)(1) + 8,875 11,960 12,216
Total Coincident Demand (gpm) = 11,875 14,960 15,216
Supply (gpm)(2) - 4,040 4,040 4,040
Withdrawal from Storage (gpm) = 7,835 10,920 11,176
Fire Flow Duration (minutes)(3) x 180 180 180
Firefighting Storage (MG) = 1.41 1.97 2.01
Equalizing Storage (25% of maximum day demand) + 1.73 2.34 2.39
Total Storage Required (MG) = 3.14 4.31 4.40
Available Storage (MG) - 3.25 3.25 3.25
Storage Deficit (MG) = -0.11 1.06 1.15
1) Peak Usage calculated based on population and peak hour demand to average day demand ratio.
2) Supply assumes wells are running at firm capacity and the treatment plant is operating at maximum
capacity during a peak hour fire flow scenario. SMSC supply is also provided.
3) Fire duration requirements from 2008 AWWA Distribution System Requirements for Fire Protection
(M31).
Treatment
The water treatment capacity was compared to future demands. Currently, Prior Lake WTP
has a treatment capacity of 7.5 MGD, and the SMSC WTP has a treatment capacity of 2.2
MGD. However, Prior Lake WTP is significantly limited by a lack of available water supply.
Due to being near the Savage Fen, Prior Lake can only drill one additional well to the east of
Prior Lake. Thus, even though Prior Lake WTP has the design capacity to treat 7.5 MGD, due
to water supply constraints, it will feasibly only be able to produce a maximum of 6.5 MGD,
and the current plant is constrained by the total well capacity (5.64 MGD).
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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Additionally, as SMSC continues to grow, its ability to provide water to Prior Lake will
decrease to 1.5 MGD. Currently, Prior Lake has two additional filter cells sitting empty at
SMSC that may be completed to increase flow from SMSC. Per an agreement with SMSC,
once these filters are constructed, an additional 2.1 MGD can be provided. Total treatment
capacity is compared under scenarios where an additional well is drilled to increase water
production at Prior Lake WTP, additional filters are constructed at SMSC, as well as a
condition where the additional filter cells are not constructed. Table 9 below summarizes
the adjusted treatment capacities that were evaluated.
Table 9- Evaluated Water Treatment Plant Capacity
Treatment Plant Existing Maximum Capacity Future Maximum Capacity
Prior Lake 5.63 MGD(1) 6.5 MGD(2)
SMSC (Current) 2.2 MGD 1.5 MGD + 2.1 MGD of Filter Capacity (3)
Total Capacity 7.83 MGD 8.0 MGD/10.1 MGD (4)
1) Prior Lake WTP is significantly limited by availability of source water. Currently, the plant can produce a maximum of 5.63
MGD. This value is evaluated as existing capacity, as the plant cannot feasibly produce 7.5 MGD.
2) Prior Lake WTP is significantly limited by availability of source water. Prior Lake WTP is not predicted to be able to use all
of its design capacity without the construction of significant water infrastructure. Future Capacity assumes an additional well
has been constructed nearby the existing WTP that produces 1 MGD.
3) 2.1 MGD of additional filter capacity at SMSC assumes a filtration rate of 2.7 gpm/ ft2.
4) The 8.0 MGD represents capacity without new SMSC capacity, and the 10.1 MGD represents the new added capacity from
SMSC.
As shown in Figure 7 below, the existing water treatment capacity, even without
constructing additional filters, can meet maximum day demands until at least 2045;
however, maximum day demand will be greater than all evaluated treatment capacities by
2050 and will be greater than current treatment capacity as soon as the annexation area is
acquired and Phase 1 is developed for Scenarios 1 and 2. This analysis shows that water
treatment capacity will need to be increased before the annexation area is acquired.
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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Figure 7: Estimated Max Day Water Demands with No New User and Current Treatment Capacity, Future Treatment Capacity with No New
Filter Construction, and Future Treatment Capacity with New Filter Construction.
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.00
2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 2055
De
m
a
n
d
(
M
G
D
)
Year
Max Day vs. WTP Capacity (No New User)
MDD (No New User)Current Treatment Capacity
Future Treatment Capacity (No New Filter Construction)Future Treatment Capacity (2.1 MGD of Added Filter Capacity)
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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Figure 8: Estimated Max Day Water Demands with Annexation Scenario 1 and Current Treatment Capacity, Future Treatment Capacity with
No New Filter Construction, and Future Treatment Capacity with New Filter Construction.
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.00
2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 2055
De
m
a
n
d
(
M
G
D
)
Year
Max Day vs. WTP Capacity (Scenario 1)
MDD (Scenario 1)Current Treatment Capacity
Future Treatment Capacity (No New Filter Construction)Future Treatment Capacity (2.1 MGD of Added Filter Capacity)
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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Figure 9: Estimated Max Day Water Demands with Annexation Scenario 2 and Current Treatment Capacity, Future Treatment Capacity with
No New Filter Construction, and Future Treatment Capacity with New Filter Construction.
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.00
2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 2055
De
m
a
n
d
(
M
G
D
)
Year
Max Day vs. WTP Capacity (Scenario 2)
MDD (Scenario 2)Current Treatment Capacity
Future Treatment Capacity (No New Filter Construction)Future Treatment Capacity (2.1 MGD of Added Filter Capacity)
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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Water Model
The Orderly Annexation’s Scenario 1 and Scenario 2 demands and layouts were evaluated to
size transmission and arterial mains for the area under each scenario. Both scenarios have
an industrial and commercial area in the southwestern corner. Based on peak flows, arterial
mains in the southwest corner shall be a minimum of 10 inches for Scenario 1 and 12 inches
for Scenario 2. For Scenario 2, a minimum 8-inch arterial main is needed for the medium
and high-density residential area in the northeast corner of the annexation area. However,
12-inch arterial mains are recommended for fire flow capacity.
Based on peak flows for the entire area, the minimum size for a single transmission main
feeding the area is a 16-inch for Scenario 1 and a 20-inch for Scenario 2. Since there are
existing 20-inch and 16-inch watermains leading to the annexation area, it is recommended
to extend these existing transmission mains.
A 16-inch transmission main extends through the annexation area to the south side in the
event that a redundant 16-inch transmission main is constructed along Richard J. Ames
Memorial Highway (TH 13) to the existing 16-inch watermain north of Crystal Lake. A water
tower is added to the Orderly Annexation area at the high elevation point, near the
southwest side of Campbell Lake. The attached figures show pressure and fire flow results
under maximum daily demands for the existing system, Scenario 1, and Scenario 2.
Table 10 summarizes Scenario 1 pressure and fire flow results for each pressure zone.
Table 11 summarizes Scenario 2 pressure and fire flow results for each pressure zone. The
Orderly Annexation area has grade elevations compatible with the main pressure zone;
therefore, it is an extension of the main pressure zone, not its own pressure zone. The
existing ‘Main’ pressure zone and Orderly Annexation are given their own rows to
distinguish summary pressures and fire flows in these areas. There is a negligible difference
between the two scenarios; total demand between each scenario is not significant, and both
place the industrial and commercial areas in the southwest.
Pressures and fire flows for the existing system are analyzed at hydrants. For the Orderly
Annexation results, they are analyzed at junctions between transmission and arterial mains
and do not include distribution mains and hydrant leads that would restrict fire flow. As the
annexation area develops and distribution mains are added, fire flows for specific
developments should be re-evaluated.
Scenario 1 and Scenario 2 were also examined by adding a redundant 16-inch transmission
line on the south side of Spring Lake; this watermain connected to the existing 16-inch
watermain along Richard J. Ames Memorial Highway (TH 13). Results had a negligible impact
on the pressures presented below. The addition of this redundant route improved fire flow
performance; however, nearly all fire flows at transmission and arterial main junctions were
above the 5,000 gpm cap; only one junction in both scenarios had a 4,000 gpm fire flow.
This 16-inch watermain adds a redundant route to feed the annexation area in the event of
watermain breaks; however, the existing system and figures have a 20-inch and a redundant
16-inch watermain to feed the annexation area on the north side of Spring Lake; therefore,
this southern route adds benefit but is not needed since a redundant route already exists.
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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Table 10 – Scenario 1 Pressure and Fire Flow
Pressure Zone or
Annexation
Average Daily Demand
- Pressure (psi)
Maximum Daily
Demand - Pressure (psi)
Maximum Daily Demand
- Fire Flow (gpm)
Main Pressure
Zone
48 - 127,
Avg. 81 ±12
42 - 121,
Avg. 76 ±12
2,200 - 5,000+,
Avg. 5,000+
Northwest
Pressure Zone
38 - 90,
Avg. 69 ±11
33 - 84,
Avg. 63 ±11
3,600 - 5,000+,
Avg. 5,000+
Jeffer’s Pond
Pressure Zone
92 - 113,
Avg. 104 ±5
86 - 108,
Avg. 98 ±5
5,000+ - 5,000+,
Avg. 5,000+
Summit Preserve
Pressure Zone
36 - 60,
Avg. 48 ±7
31 - 55,
Avg. 43 ±7
2,500 - 5,000+,
Avg. 5,000+
Orderly Annexation
Scenario 1
74 - 96,
Avg. 82 ±5
68 - 91,
Avg. 76 ±5
4,100 - 5,000+,
Avg. 5,000+
Table 11 – Scenario 2 Pressure and Fire Flow
Pressure Zone or
Annexation
Average Daily Demand
- Pressure (psi)
Maximum Daily
Demand - Pressure (psi)
Maximum Daily Demand
- Fire Flow (gpm)
Main Pressure
Zone
48 - 127,
Avg. 81 ±12
42 - 121,
Avg. 75 ±12
2,200 - 5,000+,
Avg. 5,000+
Northwest
Pressure Zone
38 - 90,
Avg. 68 ±11
33 - 84,
Avg. 63 ±11
3,600 - 5,000+,
Avg. 5,000+
Jeffer’s Pond
Pressure Zone
92 - 113,
Avg. 104 ±5
86 - 108,
Avg. 98 ±5
5,000+ - 5,000+,
Avg. 5,000+
Summit Preserve
Pressure Zone
36 - 60,
Avg. 48 ±7
30 - 55,
Avg. 43 ±7
2,500 - 5,000+,
Avg. 5,000+
Orderly Annexation
Scenario 2
74 - 96,
Avg. 82 ±5
68 - 91,
Avg. 76 ±5
4,100 - 5,000+,
Avg. 5,000+
V. Recommended Improvements
Supply
Traditionally, water supply sources are designed to meet demands 20 years in the future
from when the source is brought online. A new well could come online as early as 2027.
Looking out from the near term to 2050, Max Day Demands with the proposed annexation
area will be at least 9.36 MGD and at most 9.57 MGD. 10 States Standards recommend that
the system supply meet the Max Day Demands with the largest producing well out of
service. Prior Lake’s existing firm capacity is 5.82 MGD. This means that a minimum of 3.75
MGD (3,123 gpm at 20 hrs./day) of additional supply should be acquired by the time all
phases have been developed in 2050. Table 12 below shows the water supply needs by year.
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
Page 16
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Table 12- Water Supply Needs by Phase [1]
Year Capacity Deficit (MGD) Capacity Deficit (gpm @ 20 hrs/day)
Phase 1 Complete 0.81 676
Phase 2 Complete 2.15 1,789
Phases 3 and 4 Complete 3.75 3,124
1) Phasing assumes a linear increase in users by year. Current phasing demand is not based on land use/population density
developed.
Drilling a new well to meet a specific supply volume is difficult; however, given the
production of the existing wells, it can be reasonably expected that new wells will provide
800-1,000 gpm. After wells are drilled, test pumping is often performed to determine how
much the well can produce. The city will need to contact a well drilling contractor to
perform a series of tests to design and drill multiple new wells. The city will also need to
obtain an increase in its water appropriation permit from the DNR to account for these new
wells.
Due to Prior Lake’s proximity to the Savage Fen, the city cannot construct more than one
additional well east of Prior Lake. Additional wells will need to be constructed west of the
lake and either conveyed to the existing Prior Lake WTP, SMSC, or a new water treatment
plant. Depending on available treatment options, flow from the additional wells may need
to be split between multiple water treatment facilities. Recommended treatment
improvements are discussed further below.
The city should proceed with drilling well 10 as soon as possible, as that will generate
roughly 0.87 mgd in additional water supply and treatment capacity. This will buy some time
for the city to plan for the two additional wells needed to feed the SMSC water treatment
plant. The wells for SMSC may need to be drilled concurrently, depending on the water
supply needs for SMSC. At a minimum, it should be planned for at least one SMSC well by
2035, if not both wells. Drilling just one well or two wells will depend on the discussions
with SMSC. The city should plan on doing some preliminary well siting in 2032, design in
2033, with construction in 2034. The same schedule would apply to working with SMSC on
expanding their water treatment facility.
Storage
The lifetime of a water storage facility, such as a water tower, is upwards of 100 years. Any
water storage facility should be designed for demands far into the future to ensure the
structure meets the system’s needs over its lifetime. However, predicting city populations
100 years into the future is very difficult and will induce a high chance of error. Therefore,
the recommendations for storage will be based on expected distribution system expansion
and industrial, commercial, and fire flow demands.
Current projected flows estimate a water storage deficit of 0.82 to 1.15 million gallons (MG)
should the city proceed with Scenario 2 of annexation. The 0.82 MG represents the ADD
demand, and the 1.15 MG represents the fire flow calculation, which is a more conservative
estimate for storage requirements, especially for the larger community. Regardless, the city
will need to construct additional capacity to ensure sufficient water storage for fire
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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protection. Elevated water storage tanks provide water storage for a distribution system
and residual water pressure. It is recommended that Prior Lake construct a 1.0 MG elevated
storage tank to provide for future storage and residual pressure needs.
The distance from these new areas to the current water system storage towers will require
long water mains to convey water. To avoid some of these long mains, the future water
tower should be placed close to this industrial/commercial area to serve the growing
community.
The city has adequate storage until 2037. Tower construction has been taking 24-30 months
recently, so the city should plan for the design in 2033 and construction starting in 2034.
Treatment
Traditionally, water treatment is sized to match estimated demands 20 years from the plant
coming online. It will take approximately three years for a new water treatment plant or
process to come online.
The Maximum Day Demand (MDD) estimated in 2050 is 9.36 and 9.57 MGD for Scenarios 1
and 2, respectively. As discussed previously, the Prior Lake WTP is significantly constrained
by a lack of available water supply. Maximizing the allowable withdrawal per requirements
from the DNR, the maximum capacity of the Prior Lake WTP is approximately 6.5 MGD. To
utilize the full capacity of the Prior Lake WTP, wells would need to be drilled west of the lake
and piped via raw water main to the existing plant. Due to the inherent complexity of
constructing a large pipeline over a significant distance, this scenario should be further
evaluated in future engineering studies to determine if it is feasible.
Based on the projected MDD, additional capacity needed would be approximately 1.4-1.6
MGD. This additional capacity could be obtained by constructing the two additional filter
cells at SMSC. Per the agreement with SMSC, constructing these two additional filter cells
would provide an additional 2.1 MGD. However, SMSC would need to construct additional
wells in order to utilize the additional filter capacity, and treatment capacity would still not
be fully addressed.
Orderly Annexation Area – Water System Study
City of Prior Lake, Minnesota
December 5, 2025
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VI. Summary
Based on the water demand and capacity calculations in earlier sections, the following
improvements to the Prior Lake water system are recommended:
Table 12 - Orderly Annexation Area Water Demand Projections Summary
Item Size Needed By
Supply
New Wells 3 wells of
800-1,000 gpm each
Before annexation, the present supply firm capacity is
unable to support the current maximum day demands
Storage
New Water Tower 1.5 MG By 2040
Treatment
Construction of Additional
Filters at SMSC
2.1 MG By 2045
Note that the requirements for storage and supply are based on the comprehensive plan
projections of population and estimated water demand based on land use. The land use of each
phase of development was not taken into consideration; instead, users were assumed to increase
linearly between Phase 1 and Phase 5. These estimates may be conservative and thus lessen the
need for proposed improvements; however, the city should still proceed with planning and design
for wells and improving treatment capacity.
VII. Estimated Costs
Published and unpublished data on costs for similar types of construction were used to prepare
the opinion of costs presented below. In recent years, annual inflation rates for this type of
construction have ranged from approximately 6 to 8 percent. The cost opinions presented are
intended for use as guidelines in the decision process. Once final drawings and specifications are
prepared, the cost estimates can be refined. The opinion of costs in Table 13 includes engineering,
construction observation, and administration. Land and easement acquisition costs are not
included in these costs.
Table 13 - Orderly Annexation Area Water Demand Projections Summary
Item Estimated Costs
Supply
New Well(s) $1,000,000 per well
Storage
New Water Tower $8 – 10 Million
Treatment
Construction of Additional Filters at SMSC $1.7 – 2.0 Million
Attachments:
• Six (6) figures showing pressure and fire flow results
• Appendix A: Orderly Annexation Area Water Demand Calculations
APPENDIX A
Orderly Annexation Area
Water Demand Calculations
Land Use Characteristics Allowed Density/Floor Area Ratio Units per Acre Acres in Study Area Developable Acres in Study Area Units Estimated Population Estimated Water Demand
Rural Density 1 unit/40 acres 0.025 0 0 0 0 0
Urban Low Density 3.0 units/acre 3 1780 1297.9 3893.7 10124 880755
Urban Medium Density 5.0 units/acre 4 139 124.3 497.2 1293 112467
Urban High Density 12 units/acre 12 0 0 0 0 0
Retail/General Business 0.5 units/acre 0.5 180 127.4 63.7 166 14409
Planned Industrial 0.5 unit/acre 0.5 413 303.3 151.65 394 34303
Parks, Rec., and Open Space 0 units/acre 0 0 30 0 0 0
2512 1883 4606 11976 1041934
Land Use Characteristics Allowed Density/Floor Area Ratio Units per Acre Acres in Study Area Developable Acres in Study Area Units Population Water Demand
Rural Density 1 unit/40 acres 0.025 0 0 0 0 0
Urban Low Density 3.0 units/acre 3 1485 1075 3226 8387 729631
Urban Medium Density 5.0 units/acre 4 356 284 1136 2955 257054
Urban High Density 12 units/acre 12 42 32 385 1002 87132
Retail/General Business 0.5 units/acre 0.5 295 208 104 270 23480
Planned Industrial 0.5 unit/acre 0.5 334 254 127 330 28671
Parks, Rec., and Open Space 0 units/acre 0 0 30 0 0 0
2512 1883 4978 12942 1125967
Total
1) This analysis utilized estimated calculation factors of 2.6 persons per unit and 87 gallons per capita per day.
Land Use Characteristics Scenario 1
Scenario 2Land Use Characteristics
Total
Appendix A - Orderly Annexation Area Water Demand Projections
H:\PLAK\25X138378000\3_Design\C_Reports\138378_Sanitary_Sewer_Annexation_Report.docx
MEMORANDUM
Date: 12/10/2025
To: Luke Schwarz, PE
Assistant City Engineer
Subject: Prior Lake Sanitary Study – Orderly Annexation Area with Spring Lake Township
Prior Lake, MN
Project No.: 25X.138378.000
I. Project Overview/Background
The City of Prior Lake has requested updated sanitary sewer modeling and an evaluation to
incorporate three potential options into their comprehensive sanitary sewer system plan. The
previous assessment was completed in 2021, which evaluated multiple options for serving the
area west of Spring Lake. More specifically, the 2021 study assessed the future annexation area as
it relates to potential development phasing, impacts to the capacity of the current trunk sewer
system, and anticipated timing of bringing a lift station online for service of the annexation area.
The City is reviewing potential development within their future growth area, which impacts
sewershed service areas, constructed segments of trunk pipe, the alignment of future pipe trunk
lines and extensions, and capacity of the existing system downstream of the County Road 12 lift
station. Three different options were analyzed in the comprehensive sanitary sewer model to
recommend the most effective option. The key considerations that were evaluated were cost,
schedule, and potential interim maintenance risks. A breakdown of the method, options, and
results are explored below.
II. Sanitary Sewer Modeling
As part of this current study, the City comprehensive sanitary sewer model was transferred from
Autodesk’s InfoSWMM (by others) to Autodesk’s Storm and Sanitary Sewer Analysis (SSA)
software. Following the model conversion, land use-based sanitary flow calculations were
completed for all future growth sewer districts in the relevant area west of Spring Lake and
compared to the comprehensive plan and 2021 study (see Figures 1-4 for AUAR boundary).
Specifically, land use-based sanitary flow was calculated for the parcel of interest (PID 119180030)
and sanitary sewer discharges for Scott County Public Works Facility (PID 119180031) were
calculated based on an estimate of continuous employees present in any given day (confirmed 55
people from Scott County).
The SSA model was updated to reflect the land use-based flows in the sanitary manholes in this
area. Four routing options were evaluated to serve this area ahead of full buildout, as shown in
Figures 1-4.
Name: Prior Lake Sanitary Sewer
Date: 12/10/2025
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• Option 1: Acquire right-of-way (ROW) and route sanitary sewer trunk line north along
Langford Avenue and connect to trunk line along E 170th Avenue.
• Option 2: Route sanitary sewer trunk line along County Highway 17 and connect at County
Road 12 lift station.
• Option 3: Acquire right-of-way and route sanitary sewer trunk line northeast from Halifax
Avenue to County Road 12 lift station and maintain segment of sewer line on Langford
Avenue. This option has been evaluated in previous studies but is likely not the most
conducive to future development in the vicinity of the trunk pipe.
• Option 3A: Identical to Option 3 with a temporary lift station and forcemain routed
northeast along County Highway 17 with connection at existing Manhole 1 per the
Springview Meadows as-built.
The following is a summary of the modeling changes that were completed:
• Sanitary flow from areas indicated as “to be included” as part of the annexation project
were calculated using AUAR Development Scenario 2 land use projections (see Figure 6).
Proposed sanitary manholes were updated with these flows accordingly (see Table 1).
• Sanitary flows from the same areas noted above were calculated using only infrastructure
that currently exists today. Proposed sanitary manholes were updated with these flows
accordingly (see Tables 2-4).
• Sanitary flow from the area indicated as “do not include” (see Figure 5) was not included in
the flow calculations as it will not be served by this particular development.
• Sanitary Manhole rim elevations and inverts were adjusted for each option to maintain
minimum grade in each pipe where possible.
Table 1: Summary of future (2040 Comprehensive Plan) flows
Base Flow 1470 GPM
Base Flow 2.12 MGD
Peaking Factor 2.8
Total Peak Flow 4116 GPM
Table 2: Summary of assumed development service flows for homes
Number of Homes* 105 homes
Assumed Persons per Home 2.6 persons
Total Persons 273 persons
Assumed Service Flow 100 gallons/person/day
Base Flow 19.0 GPM
Peaking Factor 4.0
Peak Flow 76.0 GPM
Name: Prior Lake Sanitary Sewer
Date: 12/10/2025
Page: 3
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*Number of homes that currently exist were counted using aerial imagery
Table 3: Summary of assumed development service flows for parcels of interest
Number of Scott County
Facility Employees (PID
119180031) 55 persons
Assumed Service Flow 25 gallons/person/day
Base Flow (PID 119180031) 0.95 GPM
Base Flow (PID 119180030) 8.27 GPM
Facility Car Wash* 50 gallons/day
Peaking Factor 4.0
Total Peak Flow 37.0 GPM
*Assumed value
Table 4: Summary of assumed development service flows from other contributing parcels
Base Flow (industrial &
business park) 43.4 GPM
Peaking Factor 4.0
Peak Flow 173.6 GPM
III. Sanitary System Evaluation
Each option was thoroughly evaluated for three main criteria: cost, scheduling, and potential risks.
Sub-criteria such as pipe length, manhole depth, and right-of-way were evaluated in Table 5.
Option 1
Option 1 offers a simplistic design with one major trunk line that requires additional right-of-way
acquisition along Langford Avenue. The trunk sewer connection essentially runs straight north
from Highway 282, up County Highway 17, then along Langford Avenue to 170th Street. This
option requires private ROW acquisition. See the attached cost estimate for an in-depth
breakdown of this option’s cost.
Option 2
Option 2 utilizes County Highway 17 from Highway 282. Easement within county ROW would need
to be negotiated. It is assumed that maintenance of this pipe is slightly easier than Option 1 as it
will reside in a wider public ROW. Option 2 requires less pipe length than Option 1, which results
in slightly less ROW required as compared to Option 1. However, the difference between public
and private ROW should still be noted and considered. See attached cost estimate for an in-depth
breakdown of this option’s cost.
Option 3
Option 3 offers the most complex design with two sanitary sewer lines, which will require
additional right-of-way acquisition stemming from Halifax Avenue. This option cuts through a
significant development area just west of the lake, which is the regional low draw in the area. This
route was identified in the city’s comprehensive sewer plan. A major drawback of this design is
that it requires the greatest amount of pipe as compared to Option 1 and 2 and requires two
Name: Prior Lake Sanitary Sewer
Date: 12/10/2025
Page: 4
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additional manholes. Not only does this raise the cost of this option, but it creates a greater need
for future maintenance as two potential trunk lines require construction ahead of full
development. See attached cost estimate for an in-depth breakdown of this option’s cost.
Option 3A
Option 3A is identical to Option 3 but adds a temporary lift station along County Highway 13 with
a forcemain routed northeast along County Highway 17 with a connection at existing Manhole 1
per the Springview Meadows as-built. The temporary lift station and forcemain would be installed
now to serve Scott County Public Works Facility and PID 119180030. The gravity sewer system
along Halifax Avenue would be installed with future development. The major drawbacks of this
option are cost and right-of-way acquisition. Due to the high level nature of this report, the lift
station design and cost will be refined in final design. One major consideration is the location of
the lift station relative to a creek that runs below County Highway 13. At this stage, the temporary
lift station would be located to the east of the creek with a forcemain installed via trenchless
technology to connect at County Highway 17. In final design, installing the lift station to the west
of the creek would be a viable option worth exploring. See attached cost estimate for an in-depth
breakdown of this option’s cost.
Lift Station Analysis
Additionally, the City of Prior Lake provided pump run time data for the County Road 12 lift station
and Lime lift station. County Road 12 lift station has a 5 horsepower Flygt 3102 pump system
within a duplex lift station that can produce 400 GPM at 25 feet of total dynamic head. Lime lift
station has a 10 horsepower Flygt 3127 pump system within a duplex lift station that can produce
420 GPM at 45 feet of total dynamic head. The County Road 12 lift station is ready for future
upgrades. The wet well is large enough for additional pump expansion and there are dual force
mains installed that ultimately connect the entire growth area north along Stemmer Ridge Road
NW. The Lime lift station has been analyzed for several years relative to its capacity for future
growth, and relative to the gravity capacity of the sanitary sewer lines discharging to it. As new
development comes online, the pipes capacity and anticipated effective growth limits are
analyzed.
For each lift station and their respective pumps, a breakdown of pump run time per day was
analyzed to understand how each pump is currently functioning. County Road 12 lift station data
showed an average run time per day of 30 minutes. Assuming a standard duplex lift station
configuration, a 30-minute run time was broken down to 15 starts per day with an average of 2
minutes of pumping time and an overall average pumping rate of 8.32 GPM. The same
methodology was performed for Lime lift station, which showed a daily average run time of 3.62
hours and an overall average pumping rate of 63.34 GPM.
Both lift stations are currently operating below their ultimate capacity based on this period of
record. Higher peak flows during extreme wet weather or high service times may not have been
captured in this time period. The hydraulic modeling does show that the smaller sanitary sewer
lines, especially along County Road 12 leading up to the Lime lift station, are approaching their
gravity capacity and may not have enough room to service peak flows. Additional development
will continue to stress these lines. Since the lift stations appear to be operating well below the
design capacity of the sewer service lines, it may be prudent for the city to install flow meters to
measure the actual flow in the pipes, substantiate previous data collection, and ensure that
proper model calibration reflects realistic flow conditions.
Name: Prior Lake Sanitary Sewer
Date: 12/10/2025
Page: 5
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Connection Point Analysis
An additional modeling consideration involved an analysis of the most feasible and effective
connection point near the existing sanitary stubs at Sunset Avenue and the existing manhole
(Figures 1-4: MH 1 (EX)). Based on topography, the most feasible connection point for the
proposed options is MH 1 (EX). If decided the 10-inch stub at Sunset Avenue was more desirable,
the stub would be able to serve sewersheds SL-1 and SL-8.1 with a reasonable peaking factor in
the sewer pipe. Similarly, if the 8-inch stub at Sunset Avenue was chosen, the stub would be able
to serve sewersheds SL-1 and SL-8.1; however, the 8-inch sewer pipe still has a reasonable peaking
factor, but it is lower than if the 10-inch stub option were chosen. See Table 5 below for a
breakdown of the flow, pipe capacities, and peaking factors for both stub connection options at
Sunset Avenue.
Table 5: Connection point flow summary
Anticipated Full Build Base
Flow
76 GPM
MH-1 (EX) 36-inch Gravity
Capacity
8346 GPM
10-Inch Gravity Capacity 676 GPM
8-inch Gravity Capacity 446 GPM
MH-1 (EX) 36-inch Design
Peaking Factor*
27.0
10-Inch Design Peaking
Factor
8.9
8-Inch Design Peaking
Factor
5.9
*Peaking factor calculation includes existing and upstream flow
Name: Prior Lake Sanitary Sewer
Date: 12/10/2025
Page: 6
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Sewer Option Decision Matrix
The following decision matrix generally normalizes the four options based on infrastructure needs,
potential ROW acquisition, interim maintenance, and cost. Each factor is given equal weight and
ranked from 1 to 4. This methodology could be modified. For instance, more weight could be
given to cost or maintenance over upfront infrastructure installation. In this assessment, a scoring
system of 1-4 was used for Table 6 with 1 being the least desirable and 4 being the most desirable
ranking. The highest total score represents the most desirable option for the criteria listed in the
decision matrix.
Table 6: Decision matrix for each design option
Design
Option
Summary Pipe
Length
Manhole
Depths
Right-of-
Way
Interim
Maintenance
Cost* Total
Option 1 Sanitary sewer trunk
line north along
Langford Avenue and
connect to trunk line
along E 170th
Avenue
3 3 3 3 3 15
Option 2 Sanitary sewer trunk
line along County
Highway 17 and
connect at County
Road 12 (SL-1.1) lift
station
4 4 4 4 4 20
Option 3 Sanitary sewer trunk
line northeast from
Halifax Avenue to
County Road 12 (SL-
1.1) lift station and
keep segment of
sewer line on
Langford Avenue
1 2 1 1 1 6
Option 3A Option 3 with
temporary lift station
and forcemain on
County Highway 17
2 1 2 2 2 9
*Cost includes 5% erosion control cost which includes silt fence type machine sliced, common topsoil borrow, and seed mixture
25-141. A 15% contingency was applied to the overall cost for each option.
Name: Prior Lake Sanitary Sewer
Date: 12/10/2025
Page: 7
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IV. Conclusion
Option 2 scored the highest on the decision matrix as shown in Table 6. It is recommended to
pursue Option 2 as this provides the most efficient design. However, it is important to note that
Option 1 resulted in a similar score and provides different benefits and drawbacks. With this in
mind, either option can effectively serve Scott County Public Works Facility and Parcel PID
119180030. The major point of deliberation is the future of County Road 12 and Lime lift stations,
specifically when these lift stations need to be upgraded. The Lime Road lift station is a perceived
bottle neck in the current system. Future trunk force mains, such as the three options evaluated in
this memorandum, will rely on the upgraded County Road 12 (SL-1.1) lift station to bypass to the
N and S21 districts.
Please reach out if you have any questions or concerns. You can contact me at
timothy.olson@bolton-menk.com or 651-724-0404.
Sincerely,
Bolton & Menk, Inc.
Timothy J. Olson, PE, CFM
Principal Water Resources Engineer
Attachments
Figure 1: Sanitary Sewer Layout Option 1
Figure 2: Sanitary Sewer Layout Option 2
Figure 3: Sanitary Sewer Layout Option 3
Figure 4: Sanitary Sewer Layout Option 3A
Figure 5: Infrastructure Studies Map
Figure 6: AUAR Development
Cost estimate for each option
Legend
MH Collection Points
Lift Station
Existing Sewer
Force Main
Gravity Sewer
Proposed Sewer of Interest
Sunset Ave Stub
Area of Interest
City_Limits
AUAR Boundary
Sewer Districts
0 1,500
Feet
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Sanitary Sewer Assessment - Development Service
Prior Lake, MN
Figure 1 - Future Trunk Sewer Reroute Option 1
December 2025
LS
INV = 885.0
LS
INV = 892.38
MH SL-6.1
RIM = 938.0
INV = 922.81
15
"
S
A
N
P
I
P
E
15" SAN PIPE
MH STUB
INV = 920.82
12" SAN PIPE15" SAN PIPE
12" SAN PIPE
12" SAN PIPE
12
"
S
A
N
P
I
P
E
12
"
S
A
N
PI
P
E
10"
S
A
N
P
I
P
E
10" SAN
PIPE 15" SA
N
P
I
P
E
36" SAN
PIPE
PID 119180030
12" SAN PIPE
15
"
S
A
N
P
I
P
E
15
"
S
A
N
P
I
P
E
SCOTT COUNTY
PUBLIC WORKS FACILITY
MH JUN-04
RIM = 950.0
INV = 925.34
MH SL-8.1
RIM = 954.0
INV = 928.26
MH JUN-03
RIM = 941.6
INV = 930.92
MH SL-9.1
RIM = 946.0
INV = 931.89
MH U11
RIM = 954.0
INV = 935.58
MH SL-5.1
RIM = 970.0
INV = 959.45
MH SL-4.1
RIM = 968.0
INV = 950.16
MH SL-3.1
RIM = 963.0
INV = 945.59
MH SL 11.1
RIM = 956.0
INV = 939.83
MH SL-10.1
RIM = 950.0
INV = 939.39
MH SL-12.1
RIM = 929.0
INV = 893.68
MH SL-2.1
RIM = 950.0
INV = 938.0
MH SL-7.1
RIM = 939.9
INV = 929.0
MH 1 (EX)
RIM = 929.21
INV = 901.76
MH 2 (EX)
RIM = 938.21
INV = 903.23
16" SAN PIPE
MH U11A
RIM = 946.0
INV = 933.7
Sunset Ave
10" Stub
SL-7
SL-10
SL-11
SL-12
SL-8
SL-8.1
SL-1
SL-2
SL-5
SL-4
SL-3
SL-9
SL-6
Legend
MH Collection Points
Lift Station
Existing Sewer
Force Main
Gravity Sewer
Proposed Sewer of Interest
Sunset Ave Stub
Area of Interest
City_Limits
AUAR Boundary
Sewer Districts
0 1,500
Feet
!I
Ma
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Sanitary Sewer Assessment - Development Service
Prior Lake, MN
Figure 2 - Future Trunk Sewer Reroute Option 2
December 2025
LS
INV = 885.0
LS
INV = 892.38
MH SL-6.1
RIM = 938.0
INV = 922.81
15
"
S
A
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MH STUB
INV = 920.82
12" SAN PIPE15" SAN PIPE
12" SAN PIPE
12" SAN PIPE
12
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N
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A
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36" SAN
PIPE
PID 119180030
12" SAN PIPE
SCOTT COUNTY
PUBLIC WORKS FACILITY
MH JUN-04
RIM = 950.0
INV = 926.54
MH SL-8.1
RIM = 954.0
INV = 927.79
MH JUN-03
RIM = 941.6
INV = 930.92
MH SL-9.1
RIM = 946.0
INV = 931.89
MH U11
RIM = 954.0
INV = 935.58
MH SL-5.1
RIM = 970.0
INV = 959.45
MH SL-4.1
RIM = 968.0
INV = 950.16
MH SL-3.1
RIM = 963.0
INV = 945.59
MH SL 11.1
RIM = 956.0
INV = 939.83
MH SL-10.1
RIM = 950.0
INV = 939.39
MH SL-12.1
RIM = 929.0
INV = 893.68
MH SL-2.1
RIM = 950.0
INV = 938.0
MH SL-7.1
RIM = 939.9
INV = 929.0
MH 1 (EX)
RIM = 929.21
INV = 901.76
MH 2 (EX)
RIM = 938.21
INV = 903.23
15" SAN PIPE
MH U11A
RIM = 946.0
INV = 933.7
Sunset Ave
10" Stub
SL-7
SL-10
SL-11
SL-12
SL-8
SL-8.1
SL-1
SL-2
SL-5
SL-4
SL-3
SL-9
SL-6
Legend
MH Collection Points
Lift Station
Existing Sewer
Force Main
Gravity Sewer
Proposed Sewer of Interest
Sunset Ave Stub
Area of Interest
City_Limits
AUAR Boundary
Sewer Districts
0 1,500
Feet
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Sanitary Sewer Assessment - Development Service
Prior Lake, MN
Figure 3 - Future Trunk Sewer Reroute Option 3
December 2025
LS
INV = 885.0
LS
INV = 892.38
MH SL-6.1
RIM = 938.0
INV = 922.81
12
"
S
A
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15"
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A
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15" SAN PIPE
MH/STUB
INV = 920.82
12" SAN PIPE15" SAN PIPE
12" SAN PIPE
12" SAN PIPE
12
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10" SAN
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36" SAN
PIPE
PID 119180030
12" SAN PIPE
15
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A
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10
"
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A
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MH JUN-04
RIM = 950.0
INV = 926.52
MH SL-8.1
RIM = 954.0
INV = 931.97
MH JUN-03
RIM = 941.6
INV = 930.92
MH SL-9.1
RIM = 946.0
INV = 931.89
MH U11
RIM = 954.0
INV = 935.58
MH JUN-12
RIM = 920.0
INV = 908.0
MH JUN-02
RIM = 934.0
INV = 910.66
MH SL-5.1
RIM = 970.0
INV = 959.45
MH SL-4.1
RIM = 968.0
INV = 950.16
MH SL-3.1
RIM = 963.0
INV = 945.59
MH SL 11.1
RIM = 956.0
INV = 939.83
MH SL-10.1
RIM = 950.0
INV = 939.39
MH SL-12.1
RIM = 929.0
INV = 893.68
MH SL-2.1
RIM = 950.0
INV = 938.0
MH SL-7.1
RIM = 939.9
INV = 929.0
MH 2 (EX)
RIM = 938.21
INV = 903.23
MH 1 (EX)
RIM = 929.21
INV = 901.76
16" SAN PIPE
MH U11A
RIM = 946.0
INV = 933.7
SL-7
SL-10
SL-11
SL-12
SL-8
SL-8.1
SL-1
SL-2
SL-5
SL-4
SL-3
SL-9
SL-6
Sunset Ave
10" Stub
SCOTT COUNTY
PUBLIC WORKS FACILITY
Legend
MH Collection Points
Lift Station
Existing Sewer
Force Main
Gravity Sewer
Proposed Sewer of Interest
Sunset Ave Stub
Area of Interest
City_Limits
AUAR Boundary
Sewer Districts
0 1,500
Feet
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Sanitary Sewer Assessment - Development Service
Prior Lake, MN
Figure 4 - Future Trunk Sewer Reroute Option 3A
December 2025
LS
INV = 885.0
LS
INV = 892.38
MH SL-6.1
RIM = 938.0
INV = 922.81
12
"
S
A
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P
I
P
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15
"
S
A
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P
I
P
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15" SAN PIPE
MH/STUB
INV = 920.82
12" SAN PIPE15" SAN PIPE
12" SAN PIPE
12" SAN PIPE
12
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PIPE
PID 119180030
12" SAN PIPE
15
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10
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MH JUN-04
RIM = 950.0
INV = 925.34
MH SL-8.1
RIM = 954.0
INV = 928.26
MH JUN-03
RIM = 941.6
INV = 930.92
MH SL-9.1
RIM = 946.0
INV = 931.89
MH U11
RIM = 954.0
INV = 935.58
MH JUN-12
RIM = 920.0
INV = 908.0
MH JUN-02
RIM = 934.0
INV = 910.66
MH SL-5.1
RIM = 970.0
INV = 959.45
MH SL-4.1
RIM = 968.0
INV = 950.16
MH SL-3.1
RIM = 963.0
INV = 945.59
MH SL 11.1
RIM = 956.0
INV = 939.83
MH SL-10.1
RIM = 950.0
INV = 939.39
MH SL-12.1
RIM = 929.0
INV = 893.68
MH SL-2.1
RIM = 950.0
INV = 938.0
MH SL-7.1
RIM = 939.9
INV = 929.0
MH 2 (EX)
RIM = 938.21INV = 903.23
MH 1 (EX)
RIM = 929.21
INV = 901.76
16" SAN PIPE
MH U11A
RIM = 946.0
INV = 933.7
SL-7
SL-10
SL-11
SL-12
SL-8
SL-8.1
SL-1
SL-2
SL-5
SL-4
SL-3
SL-9
SL-6
Sunset Ave
10" Stub
SCOTT COUNTY
PUBLIC WORKS FACILITY
Do not include
Area within
City to be
included
Area within
annexation area to
be included
Figure 5: Infrastructure Studies Map
13
12
282
282
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¯1 inch = 2,000 feet
0 2,000
FeetCity of Prior Lake, MN
Figure 3 - AUAR Development Scenario 2
AUAR Development
Scenario
Business Park
HDR
LDR
MDR
Planned Industrial
Retail/ General
Business
County Parcels
AUAR Boundary
Figure 6
ENGINEER'S ESTIMATE
ORDERLY ANNEXATION AREA INFRASTRUCTURE STUDY
CITY PROJECT NO.
CITY OF PRIOR LAKE, MN
BMI PROJECT NO. 25X.138378.000
Item No.MnDOT
Spec No.Item Unit Unit Price
Option 1 Option 2 Option 3 Option 3A
Estimated
Quantity
Estimated
Amount
Estimated
Quantity
Estimated
Amount
Estimated
Quantity Estimated Amount Estimated
Quantity Estimated Amount
1 2503.503 10" SAN SEWER LIN FT $200.00 1,946 $389,200.00
2 2503.503 12" SAN SEWER LIN FT $250.00 1,686 $421,500.00
3 2503.503 15" SAN SEWER LIN FT $275.00 8,599 $2,364,725.00 8,297 $2,281,675.00 10,164 $2,795,100.00 4,011 $1,103,025.00
4 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $10,000.00 1 $10,000.00 1 $10,000.00 1 $10,000.00 1 $10,000.00
5 2506.502 CASTING ASSEMBLY TYPE R-1642 (SANITARY)EACH $1,025.00 6 $6,150.00 5 $5,125.00 8 $8,200.00 9 $9,225.00
6 2503.603 48" SANITARY MANHOLE, PRECAST RC LIN FT $600.00 103 $61,728.00 87 $52,056.00 133 $79,998.00 178 $106,998.00
7 2504.603 8" FORCEMAIN LIN FT $90.00 8,606 $774,540.00
8 TEMPORARY LIFT STATION*LUMP SUM $1,100,000.00 1 $1,100,000.00
9 TEMP EASEMENT SQ FT $1.00 257,970 $257,970.00 248,910 $248,910.00 413,880 $413,880.00 378,510 $378,510.00
10 PERM EASEMENT SQ FT $5.00 171,980 $859,900.00 165,940 $829,700.00 275,920 $1,379,600.00 252,340 $1,261,700.00
SUBTOTAL:$3,561,000 $3,428,000 $5,498,000 $4,744,000
5% EROSION CONTROL:$179,000 $172,000 $275,000 $238,000
15% CONTINGENCY:$535,000 $515,000 $825,000 $712,000
TOTAL ESTIMATED CONSTRUCTION COST:$4,275,000 $4,115,000 $6,598,000 $5,694,000
SOFT COSTS (ENGINEERING, TESTING, ADMINISTRATION) (15%)$642,000 $618,000 $990,000 $855,000
TOTAL ESTIMATED PROJECT COST:$4,917,000 $4,733,000 $7,588,000 $6,549,000
NOTES:*HIGH-LEVEL COST. SUBJECT TO CHANGE THROUGH FINAL DESIGN.
8/5/2025, 10:13 AM
OPTION 1-3 Engineer's Estimate
Bolton & Menk, Inc.Page 1 of 1
March 2026
Final AUAR Appendix
APPENDIX J
AGENCY COMMENTS AND RESPONSE MATRIX
PRIOR LAKE-SPRING LAKEWATERSHED DISTRICT
January 29, 2026
Casey McCabe
Community Development Director
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
Subject: Draft Alternative Urban Areawide Review (AUAR) Prior Lake Annexation Area
Dear Mr. McCabe,
Thank you for the opportunity for Prior Lake-Spring Lake Watershed District (PLSLWD) to
participate in the AUAR process. PLSLWD has reviewed the draft AUAR for the Prior Lake
Annexation Area dated January 2026 and would like to offer the following comments for City
consideration.
Page 44, First Paragraph
PLSLWD recommends including "Drainage Authority" to the list of entities that a developer
would need to obtain approvals from regarding any proposed impacts to County Ditch 13.
Appendix H, Figure 3c
While PLSLWD understands the future roadway network depicted in Figure 3c is conceptual and
roadway alignment refinements will occur, PLSLWD wants to bring attention to a proposed
future north-south collector road south of Highway 13, approximately ½ mile east of the
intersection of Marschall Road and TH 282. This proposed roadway directly conflicts with the
location of a PLSLWD facility that stores ferric chloride.
PLSLWD operates this ferric chloride system, under a MPCA NPDES/State Disposal System
permit, for the purpose of removing phosphorus from water in County Ditch 13 before the
water reaches Spring Lake, which is included on the MPCA's impaired water list, as stated on
AUAR page 31. PLSLWD also holds easements over the adjacent wetland south of Highway 13
as operations of that wetland also serves a critical role in reducing nutrient loads to Spring Lake.
4646 Dakota Street SE Prior Lake, MN 55372
952-447-4166 info@plslwd.org
As development occurs in the future, the alignment of this proposed collector roadway will
need to be revised to avoid impacts the PLSLWD ferric chloride facility and the adjacent
wetland.
If the City has any questions or desires additional information regarding these comments,
please feel free to contact me at (952) 440-0067.
Sincerely,
Sqou HuiseJoni Giese
Distriet Administrator
cc: Allison Harwood, WSB
4646 Dakota Street SE Prior Lake, MN 55372
952-447-4166 info@plslwd.org
Page 2
1
Division of Ecological and Water Resources Transmitted by Email
Region 3 Headquarters
1200 Warner Road
Saint Paul, MN 55106
February 5, 2026
Jason Wedel
City Manager
4646 Dakota Street SE
Prior Lake, MN 55372
Dear Jason Wedel,
Thank you for the opportunity to review the Prior Lake Annexation Area Draft Alternative Urban
Areawide Review (AUAR) for the project area located in Scott County. The DNR respectfully submits
the following comments for your consideration:
1. It does not appear that a scoping document was prepared in preparation for the Draft AUAR
based on the executive summary and timeline for the project. Minn. Rule 4410.3610, Subp. 5a.
describes the additional procedures required when certain large specific projects are reviewed
through the AUAR process that would otherwise meet a mandatory category for an EIS. It
appears the scenarios studied in this document likely meet one or more mandatory thresholds
for an Environmental Impact Statement requiring a scoping document and public comment
period prior to publishing a Draft AUAR.
2. Page 15, Table 3. Climate Considerations and Adaptations. As energy needs and renewable
energy goals put further pressure on agricultural lands, some communities have started to tap
into industrial facilities to combine development with energy production through the use of
rooftop solar. Installing solar panels on industrial facilities has the added benefit of producing
energy right where it is needed without any additional facility footprint. We encourage the City
as well as local energy providers to explore the feasibility of combining these land uses to help
meet state climate goals as the City plans for the future.
We encourage the developer to consider installing water reuse systems to reduce water usage,
and utilize other water conservation measures to the greatest extent possible.
3. Page 20, Table 5: Anticipated Permits and Approvals. A Utility Crossing License may be needed
from the DNR’s Land and Minerals division for extension of the municipal sewer and water
system across any public waters.
4. Page 30, Water Resources. Please add the following public water to your list of water
resources:
• Unnamed Public Water Wetland (70-57W) present within AUAR boundary
2
5. Page 37, Stormwater. The DNR recommends that stormwater be used for the irrigation of
development landscaping. The re-use of stormwater for irrigation will reduce the volume of
stormwater and stormwater pollution flowing downstream of the site. In addition, using
stormwater for landscaping irrigation will conserve valuable groundwater for household use.
6. Page 37, Stormwater. Either development scenario would significantly increase the amount of
impervious surfaces within the project area, and consequently the amount of road salt used for
winter maintenance. We appreciate that the City will encourage developers to minimize
chloride use. Chloride released into local lakes, streams, and groundwater does not break
down, and instead accumulates in the environment, potentially reaching levels that are toxic to
aquatic wildlife and plants. Consider promoting local business and city participation in the
Smart Salting Training offered through the Minnesota Pollution Control Agency. There are a
variety of classes available for road applicators, sidewalk applicators, and property managers.
More information and resources can be found at this website. Many winter maintenance staff
who have attended the Smart Salting training — both from cities and counties and from private
companies — have used their knowledge to reduce salt use and save money for their
organizations.
We encourage cities and counties to consider how they may participate in the Statewide
Chloride Management Plan and provide public outreach to reduce the overuse of chloride. Here
are some educational resources for residents as well as a sample ordinance regarding chloride
use.
7. Page 40, Water Appropriation. A DNR Water Appropriation Permit is required if the water
pumped exceeds 10,000 gallons in a day, or one million gallons in one year. The DNR General
Permit for Temporary Appropriation, with its lower permit application fee and reduced review
time, may be used for dewatering if the dewatering volume is less than 50 million gallons and
the appropriation is for less than 1 year.
If water for dust control is taken from a non-municipal well, a lake, or a stream, then a DNR
Water Appropriation Permit is required if the volume of water taken exceeds 10,000 gallons in
a day, or one million gallons of water in a year.
8. Page 51, Rare Features. A portion of the project area is located with a High Potential Zone for
the federally endangered rusty patched bumblebee. Please be aware that a new rule change is
expected this year that would uplist the rusty patched bumblebee in Minnesota to state listed
as endangered. This new status is likely to result in the need for further coordination with DNR
prior to development.
Thank you again for the opportunity to review this document. Please let me know if you have any
questions.
Sincerely,
3
Melissa Collins
Regional Environmental Assessment Ecologist | Ecological and Water Resources
Minnesota Department of Natural Resources
Phone: 651-259-5755
Email: melissa.collins@state.mn.us
CC: Casey McCabe, Community Development Director
Equal Opportunity Employer
An equal opportunity employer.
Protecting, Maintaining and Improving the Health of All Minnesotans
February 3, 2026
Jason Wedel
City of Prior Lake
City Manager
4646 Dakota Street SE
Prior Lake, MN 55372
Dear Jason Wedel,
Thank you for providing the Minnesota Department of Health (MDH) with the opportunity to
comment on the Alternative Urban Areawide Review (AUAR) for Prior Lake Annexation Area. The
mission of MDH is to protect, maintain, and improve the health of all Minnesotans. The careful
planning and development of projects such as this one supports this mission and is an important
step in ensuring health in all policies.
Water Resources discussing groundwater states that the northern portion of the site is in the
Minneapolis Drinking Water Supply Management Area (DWSMA). That is incorrect the northern
portion of the site is in Shakopee’s DWSMA.
There is one public supply well within the site. Care should be taken to protect the well during
construction from both heavy equipment, possible spills, and stormwater run-off. We suggest
that the City work with the Source Water Protection Unit at MDH for the exact location of the
well and in determining suitable protections for this public water supply well before any
construction takes place.
Health starts where we live, learn, work, and play. To create and maintain healthy Minnesota
communities, we have to think in terms of health in all policies. Thank you again for the
opportunity to provide comments on this Prior Lake Annexation Area AUAR. Feel free to contact
Anneka Munsell at (651) 201-5841 or anneka.munsell@state.mn.us if you have any questions
regarding this letter.
Sincerely,
Anneka Munsell
Environmental Health Division
2
PO Box 64975,
St. Paul, MN 55164-0975
(651) 201-5841
anneka.munsell@state.mn.us
www.health.state.mn.us
CC:
David Bell, MDH, Environmental Review Coordinator
John Woodside, MDH, Hydrologist Supervisor
Steve Robertson, MDH, Source Water Protection Manager
Abby Shea, MDH, Source Water Protection Planner
Metropolitan District
1500 County Road B-2 West
Roseville, MN 55113
Page 1 of 3
October 29, 2025
Alison Harwood
Director, Natural Resources
WSB
540 Gateway Blvd
Burnsville, MN 55337
Casey McCabe
Community Development Director
City of Prior Lake
4646 Dakota St. SE
Prior Lake, MN 55372
SUBJECT: Prior Lake AUAR Traffic Study
MnDOT Review #AUAR25-005A
Southerly City Limit Extension into Spring Lake Twp
Prior Lake, Scott County
Dear Alison Harwood and Casey McCabe,
Due to the concept level nature of an AUAR, the information determined in the traffic impact study can
only be considered as a general indication of environmental impact. The development scenarios many
times change after the AUAR is completed, therefore rendering the traffic analysis incomplete. Review of
the AUAR does not constitute approval of a regional analysis and is not a specific approval for access or
new roadway improvements.
When the detailed site plans are developed the traffic analysis should reflect the proposed development.
Our agency would request the opportunity to review any updated information, as well as coordinate with
the city and developer to discuss traffic issues.
MnDOT’s staff has reviewed the document and has the following comments:
Design Layout
The proposed grade separation at MN 282 and MN 13 will require a Level 1 layout and further coordination
with MnDOT’s Geometric Design Support Unit (GDSU) and Metro District Design as concepts/layouts are
developed.
Please contact Heather Gardner, Metro District Design, at heather.gardner@state.mn.us or 651-396-7863
with any questions.
Greenhouse Gas Emissions Reductions
Since 2023, Minnesota lawmakers have made changes to state laws to help reduce greenhouse gas
emissions and fight climate change. The key changes include:
• Setting a goal for the state to reach "net zero" emissions by the year 2050. That means balancing
the amount of emissions released with the amount that can be removed from the air.
• Requiring the Commissioner of Transportation to create targets for reducing emissions from cars,
trucks and other transportation sources.
Page 2 of 3
• Making road projects that increase vehicle capacity take steps to offset the emissions and extra
driving those projects may cause.
Because this AUAR proposes expansion of Highway 13 and Highway 282 and the addition of an interchange
as part of its mitigation depending on the development scenario, any proposed highway expansion would
trigger a GHG Impact Assessment. A project that adds lane capacity of more than a half mile (2,500ft) or
creates a new interchange on the highway system will need to assess the added tailpipe emissions and
vehicle miles travels (VMT).
Capacity expansion projects will assess increased emissions from increased VMT that the added lanes or
interchange will generate over 20 years. Using the same vehicle fleet assumptions for gas, hybrid and
electric vehicles over the time period, the assessment will isolate the emissions added under the build
scenario.
Projects can offset GHG/VMT using any of the following nine offset categories identified by the legislature:
• Transit expansion
• Transit service improvements
• Active transportation infrastructure (biking and walking)
• Micromobility
• Transportation demand management
• Parking management
• Land use changes (residential, mixed-use, transit-orientated)
• Infrastructure improvements related to traffic operations
• Natural systems
There is procedure guidance to assess GHG emission impact here: How to assess project impacts and
offset (PDF)
Water Resources
A MnDOT drainage permit is required before development occurs. The permit applicant shall demonstrate
that the off-site runoff entering MnDOT drainage system(s) and/or right of way will not increase. The
drainage permit application, including the information below, should be submitted online to:
https://olpa.dot.state.mn.us/OLPA/. Please upload this letter with the drainage permit application.
The following information must be submitted with the drainage permit application:
1. Grading plans, drainage plans, and hydraulic calculations demonstrating that proposed flows to
MnDOT right of way remain the same as existing conditions or are reduced.
2. Existing and proposed drainage area maps with flow arrows and labeling that corresponds with the
submitted calculations.
3. Hydro CAD model and PDF of output for the 2, 10, and 100-year Atlas 14 storm events.
Once a drainage permit application is submitted, a thorough review will be completed and additional
information may be requested. Please contact Jason Swenson, Water Resources Engineering, at
jason.swenson@state.mn.us or 651-234-7539 with any questions.
Permits
Any work that affects MnDOT right of way will require an appropriate permit. All permits are available and
must be applied at: https://olpa.dot.state.mn.us/OLPA/. Upload this letter when applying for permits.
Page 3 of 3
For questions regarding permit submittal requirements, please contact Buck Craig of MnDOT’s Metro
District Permits Section at buck.craig@state.mn.us or 651-775-0405.
Review Submittal Options
MnDOT’s goal is to complete reviews within 30 calendar days. Review materials received electronically
can be processed more rapidly. Do not submit files via a cloud service or SharePoint link. In order of
preference, review materials may be submitted as:
1. Email documents and plans to metrodevreviews.dot@state.mn.us. Attachments may not exceed
20 MB (megabytes) per email. Documents can be zipped as well. If multiple emails are necessary,
number each email.
2. Files over 20 MB can also be uploaded to MnDOT’s Web Transfer Client site:
https://mft.dot.state.mn.us. Contact metrodevreviews.dot@state.mn.us, and staff will create a
shared folder in which files can be uploaded to. Please send an accompanying email with a
narrative for the development.
You are welcome to contact me at regina.burstein@state.mn.us with any questions.
Sincerely,
Regina Burstein
Senior Planner
Copy sent via email:
Jason Swenson, Water Resources
Buck Craig, Permits
Mark Lundquist, Right of Way
Almin Ramic, Traffic
Amrish Patel, Transit
Diane Langenbach, Area Coordinator
Bryant Ficek, Area Manager
Heather Gardner, Design
Michael Kowski, Maintenance
Molly McCormick, Ped/Bike/ADA Planning
Jordan Olson, Surveying
Tod Sherman, Planning
Cameron Muhic, Planning
Scott Shaffer, Planning
Joseph Widing, Metropolitan Council
Metropolitan District
1500 County Road B-2 West
Roseville, MN 55113
Page 1 of 2
March 10, 2026
Casey McCabe
Community Development Director
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
Alison Harwood
Director, Natural Resources
WSB
540 Gateway Blvd
Burnsville, MN 55337
SUBJECT: Prior Lake Annexation Area Final AUAR
MnDOT Review #AUAR26-001
Southerly City Limit Extension into Spring Lake Twp
Prior Lake, Spring Lake Township, Scott County
Dear Casey McCabe and Alison Harwood,
Thank you for the opportunity to review the Prior Lake Annexation Area Final AUAR. Please note that
MnDOT's review of this AUAR does not constitute approval of a regional traffic analysis and is not a specific
approval for access or new roadway improvements. As plans are refined, we would like the opportunity to
coordinate with our partners and to review the updated information, especially related to the potential
realignment of County Road 17 and Trunk Highway 13.
MnDOT’s staff has reviewed the document and has the following comments:
Water Resources
Construction of a grade-separated interchange at TH 282 / TH 13 is likely to require implementation of
stormwater treatment facilities to treat new and reconstructed impervious areas on MnDOT Right of Way.
MnDOT Water Resources Engineering (WRE) would welcome being involved in any regional stormwater
treatment coordination to see if there are opportunities to meet stormwater treatment requirements in
cooperation with the City.
Please contact Derek Beauduy, Water Resources Engineering, at derek.beauduy@state.mn.us or 651-234-
7522 with any questions.
Review Submittal Options
MnDOT’s goal is to complete reviews within 30 calendar days. Review materials received electronically
can be processed more rapidly. Do not submit files via a cloud service or SharePoint link. In order of
preference, review materials may be submitted as:
1. Email documents and plans to metrodevreviews.dot@state.mn.us. Attachments may not exceed
20 MB (megabytes) per email. Documents can be zipped as well. If multiple emails are necessary,
number each email.
2. Files over 20 MB can also be uploaded to MnDOT’s Web Transfer Client site:
https://mft.dot.state.mn.us. Contact metrodevreviews.dot@state.mn.us, and staff will create a
Page 2 of 2
shared folder in which files can be uploaded to. Please send an accompanying email with a
narrative for the development.
You are welcome to contact me at regina.burstein@state.mn.us with any questions.
Sincerely,
Regina Burstein
Senior Planner
Copy sent via email:
Derek Beauduy, Water Resources
Jeff Dierberger, Permits
Mark Lundquist, Right of Way
Almin Ramic, Traffic
Amrish Patel, Transit
Diane Langenbach, Area Engineer
Heather Gardner, Design
Michael Kowski, Maintenance
Tristan Trejo, Ped/Bike/ADA Planning
Jordan Olson, Surveying
Joseph Widing, Metropolitan Council
Metropolitan Council (Regional Office & Environmental Services) 390 Robert Street North, Saint Paul, MN 55101-1805 P 651.602.1000 | F 651.602.1550 | TTY 651.291.0904 metrocouncil.org
An Equal Opportunity Employer
February 4, 2026 Casey McCabe, Community Development Director City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 RE: City of Prior Lake – Alternative Urban Areawide Review AUAR – Prior Lake Annexation Area Metropolitan Council Review File No. 23168-1 Metropolitan Council District No. 4 Dear Casey McCabe: The AUAR study area encompasses 2,512 acres located in southwest Prior Lake around Campbell Lake extending southwest to the intersection of 79 and 282. The AUAR proposes two scenarios. The two scenarios primarily differ in the type and number of residential units and in the breakdown of the area’s industrial/business districts. Metropolitan Council staff completed its review of the Prior Lake Annexation Area AUAR to determine its accuracy and completeness in addressing regional concerns. Staff conclude that the AUAR is complete and accurate with respect to regional concerns and does not raise major issues of consistency with Council policies. However, staff offers the following comments for your consideration: Item 7: Climate (MacKenzie Young-Walters, 651-602-1373) The discussion of anticipated climate trends and proposed adaptations are adequate. The city should consider utilizing techniques like cluster-style development to minimize the amount of new impervious surface associated with development and reduce the impact of development on high quality natural resources. Given that both scenarios contemplate removing approximately 100 acres of trees, opportunities for tree replacement/planting beyond the minimum required by city ordinance should be identified to help
offset the impacts of the impervious surface associated with development.
Item 9: Permits and Approvals (Joseph Widing, 651-602-1822)
The AUAR includes potential projects to mitigate anticipated future traffic growth. Two of these proposed projects are indicated to be new grade separated interchanges at Marschall Road and 170th St and Marschall Road and TH 282. If Prior Lake or Scott County intends to construct new interchanges they should be aware that all new interchanges in the region must be approved by the Council prior to implementation through the Preliminary Interchange Approval Process (Preliminary Interchange Approval Process - Imagine 2050) and that in order to be approve new interchanges must meet the outlined evaluation criteria. This should be acknowledged in the approvals/permits section of the final AUAR if interchanges are proposed to mitigate future traffic impacts for either build scenario.
Item 10: Land Use (Colin Kelly, 651-602-1361) The AUAR acknowledges the two existing or planned units of the Regional Park and Trails System are in the vicinity of the proposed study area: the existing and planned segments of the Spring Lake Regional Trail and the Spring Lake Regional Park. Council Parks and Trails staff encourage the City of Prior Lake to coordinate future development of the planned segments of the Spring Lake Regional Trail with Scott County (Regional Park Implementing Agency Manager) and Three Rivers Park District (Contract Agency Partner) as a well-connected regional and local trail system would benefit both residents and visitors.
Page - 2 | February 4, 2026 | METROPOLITAN COUNCIL
Item 10: Land Use (Todd Graham, 651-602-1322) The AUAR covers over 2,500 acres, historically the northwestern quarter of Spring Lake Twp. Most of this land was not previously considered as Prior Lake urban reserve during Met Council’s Imagine 2050 forecasts preparation. Prior Lake intends to address this future land supply in a Plan Amendment or the 2050 Plan Update which will include a forecast adjustment. At the time of a next Plan Amendment or Plan Update, Met Council will use its Imagine 2050 forecast as a start point, and will recommend adding to the Prior Lake forecast as much as +1,800 jobs (either scenario); as well as +2,900 households (scenario 1) or +3,400 households (scenario 2). Council staff advise a discussion of forecasts and TAZ allocations of growth during the City’s preparation of a 2050 Plan Update.
Item 12: Water Resources- Surface Water (Maureen Hoffman, 651-602-8026) The Council requests that future impacts on wetlands be minimized and avoided. And encourages the developer to look within the same watershed/sub-watershed to do the wetland banking replacement if impacts can't be avoided. Additionally, the AUAR site is adjacent to two lakes and contains another lake. Impacts to all should be limited, and treatment and BMPs for stormwater should aim to improve the overall water quality of these waterbodies.
Item 12: Water Resources- Wastewater (Roger Janzig, 651-602-1119) Include a staging table and map showing Scenario 1 and 2 forecasts by decade.
Item 18: Greenhouse Gas Emissions (GHG) (MacKenzie Young-Walters, 651-602-1373) The discussion of projected Greenhouse Gas emissions is reasonable and the proposed mitigation measures are appropriate. Staff encourage the City to commit to requiring some of the identified mitigation measure, for example, on-site native landscaping for commercial/industrial sites.
The Council will not take formal action on the AUAR. If you have any questions or need further information, please contact MacKenzie Young-Walters, Principal Reviewer, at 651-602-1373 or via email at MacKenzie.Young-Walters@metc.state.mn.us. Sincerely,
Angela R. Torres, AICP, Senior Manager Local Planning Assistance CC: Tod Sherman, Development Reviews Coordinator, MnDOT - Metro Division Deb Barber, Metropolitan Council District No. 4 Judy Sventek, Water Resources Manager MacKenzie Young-Walters, Sector Representative/ Principal Reviewer Reviews Coordinator
N:\CommDev\LPA\Communities\Prior Lake\Letters\Prior Lake 2026 Prior Lake Annexation Area Admin Review 23168-1.docx
January 21, 2026
Jason Wedel
City of Prior Lake
4646 Dakota Street Southeast
Prior Lake, Minnesota 55372
jwedel@priorlakemn.gov
RE: Prior Lake Annexation – Draft Alternative Urban Areawide Review
Dear Jason Wedel:
Thank you for the opportunity to review and comment on the Draft Alternative Urban Areawide Review
(DAUAR) for the <name> project (Project) located in <city>, <name> County, Minnesota. The Project
consists of the Alternative Urban Areawide Review (AUAR) process, which provides local governments
with the opportunity to evaluate how differing land use scenarios may impact resources within an area
where development is anticipated, and outlines measures to manage and mitigate those impacts. It
allows for environmental analysis before major development occurs, helping guide local planning and
zoning decisions. The AUAR also serves as an alternative environmental review document, satisfying
Minnesota Rule 4410 for development, which aligns with the studied scenarios. Regarding matters for
which the Minnesota Pollution Control Agency (MPCA) has regulatory responsibility and other interests,
the MPCA staff has the following comments for your consideration.
Watershed
• Water resources:
• Include which impaired water list you used.
• Picha has an additional impairment for Benthic macroinvertebrates.
Wastewater
• Section 12. b. indicates that that design average daily for the scenarios is between 2.2 mgd and
2.4 mgd. Sanitary sewer segments will be extended or upgraded as the development occurs. If
any segment has a design average daily flow of greater than 2 mgd, a separate EAW may be
required in accordance with Minn. R. 4410.4300, subp. 18(B).
We appreciate the opportunity to review this Project. Please be aware that this letter does not
constitute approval by the MPCA of any or all elements of the Project for the purpose of pending or
future permit actions by the MPCA. Ultimately, it is the responsibility of the Project Proposer to secure
any required permits and to comply with any requisite permit conditions. If you have any questions
concerning our review of this EA, please contact me by email at chris.green@state.mn.us or by
telephone at 507-476-4258.
Jason Wedel
Page 2
January 21, 2026
Sincerely,
Chris Green
This document has been electronically signed. Chris Green, Project Manager
Environmental Review Unit
Resource Management and Assistance Division
CG:rs
Attachment
cc: Amy Timm, MPCA (w/attachment)
Andri Dahlmeier, MPCA (w/attachment)
Matthew Moon, MPCA (w/attachment)
Nicole Peterson, MPCA (w/attachment)
Lauren Dickerson, MPCA (w/attachment)
Deepa deAlwis, MPCA (w/attachment)
Julie Henderson, MPCA (w/attachment)
David Sahli, MPCA (w/attachment)
625 ROBERT STREET NORTH, SAINT PAUL, MN 55155-2538 651-201-6000 or 1-800-967-2474 WWW.MDA.STATE.MN.US In accordance with the Americans with Disabilities Act, this information is available in alternative forms of communication upon request by calling 651-201-6000. TTY users can call the Minnesota Relay Service at 711. The MDA is an equal opportunity employer and provider.
January 23, 2026
Jason Wedel
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Prior Lake Alternative Urban Areawide Review
Dear Mr. Wedel:
The Minnesota Department of Agriculture (MDA) appreciates the opportunity to comment on the
proposed Prior Lake AUAR.
Background
The MDA has historically played a significant role in the preservation of agriculture as an industry and a
vocation, as well as preserving the farmland that is the natural resource base of agriculture. We
recognize that land use change is inevitable especially within urban areas. Nonetheless, agricultural
production, in particular, food crops, can provide economic, environmental, and public health benefits
to urban communities. We encourage the planning processes involved in guiding future land use
change in Prior Lake to consider the benefits of incorporating local food production in plans for future
development.
Local Food Production
Local food production is an umbrella term for a wide variety of activities that can be classified as either
small-scale commercial or recreational. Small-scale commercial farms provide a variety of fresh food
to local markets through direct sales to consumers or through sales to schools, restaurants, and retail
stores. When allowed, they can also attract tourists though fun seasonal activities, educational
opportunities, and outdoor events. These small businesses can be economically successful on small
parcels of ‘leftover’ land that are oddly shaped or too small for other forms of development in
commercial, industrial, and low-density residential areas.
Recreational local food production typically takes the form of community gardens, often incorporated
into park and open space areas within residential areas. Community gardens can improve residents’
diet, physical fitness, mental health, and social connectedness, and have even been shown to improve
public safety and raise nearby property values. They add the most value in medium- and high-density
residential settings.
Additionally, urban agriculture and community gardens can help provide environmental benefits
important to cities such as combatting urban heat islands, reducing runoff, sequestering carbon, and
supporting pollinators. When perennial crops such as fruit trees and bushes are planted, they can also
provide shade and contribute to the tree canopy.
Finally, setting aside land for local food production in the AUAR can help the City of Prior Lake advance
further in the GreenStep Cities program through Best Practice #27: Local Food as well as the new Gold
Leaf Challenge.
Opportunities within the Prior Lake AUAR
The MDA recommends that City of Prior Lake consider two additional scenarios for the Prior Lake
AUAR that would reduce environmental impact and take advantage of the various benefits of allowing
space for local food production.
Scenario 3: “Higher Density + Ag Zoning”
• Take Scenario 2 and increase the housing density on the eastern side of the AUAR study area, adding
more Urban Medium and Urban High density areas.
• Leave a contiguous section of parcels on the western edge of the AUAR study area to be zoned
“Agricultural”, from north of the proposed industrial area and west of the Campbell Lake.
• This will reduce the cost of extending public services to the western edge, reduce GHG emissions from
traffic, and maintain ecosystem benefits of the farmland like water infiltration and wildlife habitat.
• It also aligns land use with Ag Preserve areas nearby in Sand Creek Township and Louisville Township.
Scenario 4: “Incorporating Local Food”
• Take Scenario 1 or 2 and modify the zoning ordinances in the Urban Low Density and/or Planned
Industrial Areas to allow “Urban Agriculture” as a permitted or conditional use. This can be done by
drawing on “Urban Agriculture” definitions from other cities and modifying the uses allowed to fit Prior
Lake’s needs. Other cities commonly allow things like hoop houses / high tunnels, farm stands, pack
sheds, and a small number of chickens or bees. These are land uses that don’t produce excessive noise
or odors or pose a threat to public safety.
• Allowing more flexibility in the zoning ordinance for local food production to take place in certain areas
can help the City of Prior Lake take advantage of the environmental, economic, and public health
benefits described above.
If you have any questions about the MDA’s comments, or would like additional information about local
food production, please feel free to contact me.
Sincerely,
Mike Zastoupil
Agricultural and Food Systems Planner
Energy and Environment Section
651-201-6369
michael.zastoupil@state.mn.us
cc: Stephen Roos, Environmental Planner, MDA
A
February 4, 2026
Shakopee Mdewakanton
Sioux Community
2330 SIOUX TRAIL NW. PRIOR LAKE, MINNESOTA 55372TRIBAL OFFICE: 952.445.8900 FAX: 952.233.4256
OFFICERS
Cole W. MillerChairman
Natasha K. HackerVice-Chairwoman
Ashley J. CornforthSecretary/Treasurer
City of Prior Lake
Mr. Casey McCabe
Community Development Director4646 Dakota Street SE
Prior Lake, MN 55372
Re: AUAR - Prior Lake Annexation Area (Scott County)
Dear Mr. McCabe,
The Shakopee Mdewakanton Sioux Community (SMSC), pursuant to the Prior Lake Annexation
Area Alternative Urban Areawide Review dated January 2026, submits this response during the
30 day public comment period. The SMSC provides these comments with the understanding that
both the City of Prior Lake and the SMSC's long range plans are subject to modification, and that
the SMSC's comments should not be construed as an agreement or consent, and that proper permits
and approvals would still be required.
I.
II.
General Comments:
Recent property acquisitions by the SMSC are not reflected accurately in the mapping.
The SMSC can provide accurate updates of boundaries if required. Additionally, SMSC
should be included as a regulatory agency/partnership/etc. that borders the subject area
and requires consultation throughout.
Summary of Mitigation Measures
SMSC Comment: Please indicate under 12.11 that SMSC will be consulted regardingnew wells being constructed. It is important the City and SMSC work together to
ensure efficient utilization of ground water resources and limit interference with each
other.
RE: City of Prior Lake Annexation Area Draft AUAR
February 4, 2026
IV.
V.
VI.
Climate Considerations
SMSC Comment: AUAR states that fish, wildlife, plant and sensitive ecological
habitat will be lost, but their solution is that native plantings and stormwater BMPs will
provide suitable habitat. Stormwater BMPs are not considered an offset to habitat loss.
Additionally, the AUAR states the proposed development is not going to generate
hazardous materials, but the title includes contamination. The increased roadways that
will be treated with salt is a direct source of contamination. Chloride impacts to area
lakes and wetlands are a concern and should be addressed with maintenance strategies
and BMP's.
Stormwater Drainage (figure 12, page 38)
SMSC Comment: Regarding proposed stormwater drainage, multiple discharge
locations flow onto SMSC property. Impacts of the likely large increases in stormwater
to downstream landowners are not addressed in the text and SMSC is not listed as a
regulatory agency on page 39.
Outflow 1 (45 acres)
Outflow 2 and 7 (167 and 250 acres)
Outflow 11 and 12 (44 and 147 acres)
Compatibility Plans
SMSC Comments: SMSC should be listed as an entity that borders the study area.
VII. Fish Wildlife, Plant Communities and Sensitive Ecological Resources (rare
features)
SMSC Comment: This section should also include the Big Brown Bat (state special
concern), Little Brown Myotis (state special concern) and the Red-shouldered Hawk
(state special concern).
VIII. Biodiversity significance (pg. 52)
SMSC Comment: Disturbance of Howard Lake and surrounding wetland should be
limited to avoid effects on the known Trumpeter swans, fish, turtles, wildlife, plants
and ecosystem of Howard Lake.
2
RE: City of Prior Lake Annexation Area Draft AUAR
February 4, 2026
Thank you for considering the SMSC's comments to the Draft Prior Lake Annexation AreaAUAR. We look forward to our governments continuing to work together to pursue a sharedcommunity vision. Should you have any questions or concerns, please reach out to SMSC staff.
Sincerely,
24
Cole W. Miller
Chairman
SCOTT COUNTY PHYSICAL DEVELOPMENT DIVISION
HIGHWAY DEPARTMENT
GOVERNMENT CENTER EAST, 200 FOURTH AVENUE WEST· SHAKOPEE, MN 55379
(952) 496-8346 · Fax: (952) 496-8365 · www.scottcountymn.gov
An Equal Opportunity/Safety Aware Employer
February 3, 2026
Casey McCabe
Community Development Director
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
SUBJECT: Southwest Prior Lake AUAR
Dear Casey,
Thank you for the opportunity to review the Southwest Prior Lake AUAR. This annexation area
has been defined for some time, and the County appreciates the AUAR’s closer look into what
future city plans mean for sewer, water and road infrastructure (including the County highway
system) in this area. County Highway 17 is a critical corridor in the County for north/south
mobility through the center of the County, and this highway corridor supports continued
economic development growth for the entire County.
County staff appreciates the early coordination with City staff and its consultants to understand
sanitary sewer service modeling and phasing for the AUAR study area – including the Scott County
Public Works campus. We also value the early coordination on the planned future functional
classification of the roadway system and County’s access spacing requirements. The County has
planned construction of a roundabout at CH 17/12 in 2027. The County is also looking at concept
development for a future interchange at the TH 282 and TH 13 Intersection. This work should
add greater detail on access and the local road layout and system in this area.
The work completed by the AUAR will help us plan for improvements and monitor the area for
any congestion and safety issues. We look forward to working with the City and partnering to
implement the right mitigation strategies as development occurs in the planned annexation area
for the City.
If you have any questions or need further information, please contact me.
Sincerely,
Craig Jenson
Transportation Planning Manager
February 3, 2026
Casey McCabe
City of Prior Lake Community Development Director
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Prior Lake Draft AUAR Stormwater Management – Request for Comments
Dear Mr. McCabe,
The Scott Watershed Management Organization (SWMO) appreciates the opportunity to review and
comment on the draft Stormwater Management Plan for the Annexation Area AUAR for the City of Prior
Lake. Staff have reviewed the draft plan and offer the following comments:
1. We appreciate the inclusion of the Campbell Lake study and the intent to implement the proposed
stormwater design from the study.
2. The SWMO is in the process of updating our water plan. Please note that the updated plan may
result in additional stormwater management requirements that will apply to areas within the
SWMO. Future development will be required to meet or exceed the stormwater standards in
place at the time of development and future BMPs may look different than currently proposed.
3. Note that SWMO rate control standard is to pre-settlement rates. We would ask that any areas
discharging outside the proposed AUAR to the unincorporated portion of the county within the
SWMO be held to that rate control standard.
Please let us know if you have any questions about the comments above.
Best,
Megan Tasca, P.E.
Scott County Water Resources Engineer
cc: Vanesa Strong, Water Resources Supervisor, Scott County
Brad Davis, Physical Development Director, Scott County
Craig Jenson, Transportation Planning Manager, Scott County
Agency Topic/AUAR Section Comment Response
Include which impaired water list you used.
The Water Resources section notes that the AUAR used the MPCA's
impaired waters list. Additional clarification has been added to the section
regarding the listings.
Picha has an additonal impairment for Benthic macroinvertbrates. The final AUAR has been updated with this additional impairment.
Wastewater/Section 12.b.
Section 12. b. indicates that that design average daily for the scenarios is
between 2.2 mgd and 2.4 mgd. Sanitary sewer segments will be extended or
upgraded as the development occurs. If any segment has a design average daily
flow of greater than 2 mgd, a separate EAW may be required in accordance with
Minn. R.4410.4300, subp. 18(B).
Comment noted. The Final AUAR and mitigation plan has been updated to
include this review provision. The Annexation Area Sanitary Study
corroborates that the projected total average flow for the study area exceeds
2 MGD. This only applies to sanitary sewer segments that convey flow from
the entire study area, which includes the trunk gravity main in Shoreline Blvd
from Cty Hwy 17 to the Cty Rd 12 lift station, and the lift station itself which
is planned to be upsized.
General
Scenario 3: "Higher Density + Ag Zoning"
• Take Scenario 2 and increase the housing density on the eastern side of the
AUAR study area, adding more Urban Medium and Urban High density areas.
• Leave a contiguous section of parcels on the western edge of the AUAR study
area to be zoned “Agricultural”, from north of the proposed industrial area and
west of the Campbell Lake.
• This will reduce the cost of extending public services to the western edge,
reduce GHG emissions from traffic, and maintain ecosystem benefits of the
farmland like water infiltration and wildlife habitat.
• It also aligns land use with Ag Preserve areas nearby in Sand Creek Township
and Louisville Township.
General
Scenario 4: "Incorporating Local Food"
• Take Scenario 1 or 2 and modify the zoning ordinances in the Urban Low
Density and/or Planned Industrial Areas to allow “Urban Agriculture” as a
permitted or conditional use. This can be done by drawing on “Urban
Agriculture” definitions from other cities and modifying the uses allowed to fit
Prior Lake’s needs. Other cities commonly allow things like hoop houses / high
tunnels, farm stands, pack sheds, and a small number of chickens or bees.
These are land uses that don’t produce excessive noise or odors or pose a threat
to public safety.
• Allowing more flexibility in the zoning ordinance for local food production to
take place in certain areas can help the City of Prior Lake take advantage of the
environmental, economic, and public health benefits described above.
Page 44, First Paragraph
PLSLWD recommends including "Drainage Authority" to the list of entities that a
developer would need to obtain approvals from regarding any proposed impacts
to County Ditch 13.
The final AUAR has been updated with this additional entity.
Appendix H, Figure 3c
While PLSLWD understands the future roadway network depicted in Figure 3c is
conceptual and roadway alignment refinements will occur, PLSLWD wants to
bring attention to a proposed future north-south collector road south of Highway
13, approximately 1/2 mile east of the intersection of Marschall Road and TH
282. This proposed roadway directly conflicts with the location of a PLSLWD
facility that stores ferric chloride.
PLSLWD operates this ferric chloride system, under a MPCA NPDES/State
Disposal System permit, for the purpose of removing phosphorus from water in
County Ditch 13 before the water reaches Spring Lake, which is included on the
MPCA's impaired water list, as stated on AUAR page 31. PLSLWD also holds
easements over the adjacent wetland south of Highway 13 as operations of that
wetland also serves a critical role in reducing nutrient loads to Spring Lake.
As development occurs in the future, the alignment of this proposed collector
roadway will need to be revisited to avoid impacts to the PLSLWD ferric chloride
facility and the adjacent wetland.
Design of future alignments in this area will include coordination with
PLSLWD to avoid impacts to the PLSLWD ferric chloride facility and adjacent
wetland.
Appendix E
We appreciate the inclusion of the Campbell Lake study and the intent to
implement the proposed stormwater design from the study.Comment noted.
Appendix E
The SWMO is in the process of updating our water plan. Please note that the
updated plan may result in additional stormwater management requirements
that will apply to areas within the SWMO. Future development will be required to
meet or exceed the stormwater standards in place at the time of development
and future BMPs may look different than currently proposed.
Development will meet the most restrictive applicable stormwater
requirements at the time of development, which is outlined in Section 12
Water Resources - Stormwater Proposed Conditions in the final AUAR and
Section 3 - Stormwater Management Regulations in the Stormwater Master
Plan provided in Appendix E.
Appendix E
Note that SWMO rate control standard is to pre-settlement rates. We would ask
that any areas discharging outside the proposed AUAR to the unincorporated
portion of the county within the SWMO be held to that rate control standard.
Peak runoff rates shall not exceed pre-settlement peak runoff rates, which is
outlined in Section 3.1 - Rate Control in the Stormater Master Plan provided
in Appendix E.
General
Thank you for the opportunity to review the Southwest Prior Lake AUAR. This
annexation area has been defined for some time, and the County appreciates the
AUAR’s closer look into what future city plans mean for sewer, water and road
infrastructure (including the County highway system) in this area. County
Highway 17 is a critical corridor in the County for north/south mobility through
the center of the County, and this highway corridor supports continued
economic development growth for the entire County.
Appendix E
County staff appreciates the early coordination with City staff and its consultants
to understand sanitary sewer service modeling and phasing for the AUAR study
area – including the Scott County Public Works campus.
The City appreciates the comment and MDA's review of the AUAR. The City's
ordinances currently allow for a limited number of chickens and bee
colonies within areas zoned as low, medium, or high density residential.
Prior Lake values environmental preservation and open space and will
continue to evaluate zoning ordinances to identify opportunities to benefit
the environment, public health, and economics for our residents.
Watershed/Section 12
MDA
Scott County
SWMO
PLSLWD
MPCA
Thank you for your review and early coordination during the development of
Agency Topic/AUAR Section Comment Response
Appendix H
We also value the early coordination on the planned future functional
classification of the roadway system and County’s access spacing requirements.
The County has planned construction of a roundabout at CH 17/12 in 2027. The
County is also looking at concept development for a future interchange at the TH
282 and TH 13 Intersection. This work should add greater detail on access and
the local road layout and system in this area.
General
The work completed by the AUAR will help us plan for improvements and
monitor the area for any congestion and safety issues. We look forward to
working with the City and partnering to implement the right mitigation strategies
as development occurs in the planned annexation area for the City.
Water Resources/Section 12a
Water Resources discussing groundwater states that the northern portion of the
site is in the Minneapolis Drinking Water Supply Management Area (DWSMA).
That is incorrect the northern portion of the site is in Shakopee’s DWSMA.
The final AUAR has been amended.
Water Resources/Section 12a
There is one public supply well within the site. Care should be taken to protect
the well during construction from both heavy equipment, possible spills, and
stormwater run-off. We suggest that the City work with the Source Water
Protection Unit at MDH for the exact location of the well and in determining
suitable protections for this public water supply well before any construction
takes place.
The final AUAR has been amended to clarify that the well will be located
prior to development. The City will consult the Source Water Protection Unit
to locate the well and determine water supply protections prior to
development.
Climate Adaptation and Resilience
The discussion of anticipated climate trends and proposed adaptations are
adequate. The city should consider utilizing techniques like cluster-style
development to minimize the amount of new impervious surface associated with
development and reduce the impact of development on high quality natural
resources. Given that both scenarios contemplate removing approximately 100
acres of trees, opportunities for tree replacement/planting beyond the minimum
required by city ordinance should be identified to help offset the impacts of the
impervious surface associated with development.
The City will work with developers to explore various design adaptations to
address climate change risks, as described in Table 3.
Permits and Approvals
The AUAR includes potential projects to mitigate anticipated future traffic
growth. Two of these proposed projects are indicated to be new grade separated
interchanges at Marschall Road and 170th St and Marschall Road and TH 282. If
Prior Lake or Scott County intends to construct new interchanges they should be
aware that all new interchanges in the region must be approved by the Council
prior to implementation through the Preliminary Interchange Approval Process
(Preliminary Interchange Approval Process - Imagine 2050) and that in order to
be approve new interchanges must meet the outlined evaluation criteria. This
should be acknowledged in the approvals/permits section of the final AUAR if
interchanges are proposed to mitigate future traffic impacts for either build
scenario.
The lead transportation agency will notify MetCouncil prior to
implementation for approval. Table 5 has been amended to include
approval through the Preliminary Interchange Approval Process.
The AUAR acknowledges the two existing or planned units of the Regional Park
and Trails System are in the vicinity of the proposed study area: the existing and
planned segments of the Spring Lake Regional Trail and the Spring Lake Regional
Park. Council Parks and Trails staff encourage the City of Prior Lake to coordinate
future development of the planned segments of the Spring Lake Regional Trail
with Scott County (Regional Park Implementing Agency Manager) and Three
Rivers Park District (Contract Agency Partner) as a well-connected regional and
local trail system would benefit both residents and visitors.
The final AUAR has been amended to include the Three Rivers Park District
as a potential entity for coordination. The City or lead agency will coordinate
with Scott County and the Three Rivers Park District prior to development.
The AUAR covers over 2,500 acres, historically the northwestern quarter of
Spring Lake Twp. Most of this land was not previously considered as Prior Lake
urban reserve during Met Council’s Imagine 2050 forecasts preparation. Prior
Lake intends to address this future land supply in a Plan Amendment or the 2050
Plan Update which will include a forecast adjustment. At the time of a next Plan
Amendment or Plan Update, Met Council will use its Imagine 2050 forecast as a
start point, and will recommend adding to the Prior Lake forecast as much as
+1,800 jobs (either scenario); as well as +2,900 households (scenario 1) or
+3,400 households (scenario 2). Council staff advise a discussion of forecasts
and TAZ allocations of growth during the City’s preparation of a 2050 Plan
Update.
The City will consult with MetCouncil to discuss forecasts and TAZ growth
allocations during the preparation of a 2050 Plan Update.
Water Resources/Section 12a
The Council requests that future impacts on wetlands be minimized and
avoided. And encourages the developer to look within the same watershed/sub-
watershed to do the wetland banking replacement if impacts can't be avoided.
Additionally, the AUAR site is adjacent to two lakes and contains another lake.
Impacts to all should be limited, and treatment and BMPs for stormwater should
aim to improve the overall water quality of these waterbodies.
As development occurs, developers will adhere to a variety of regulations to
preserve natural resources and wildlife habitats, including the Wetland
Conservation Act and a variety of stormwater regulations. Impacts to
waterbodies and wetlands will be limited, to the extent feasible.
Water Resources/Section 12b
Include a staging table and map showing Scenario 1 and 2 forecasts by decade.
At this stage in planning, it is difficult to understand staging of trunk sanitary
extensions. However, the City will plan to include additional detail related to
staging within the upcoming 2050 Comprehensive Plan.
Greenhouse Gas (GHG)
Emission/Carbon Footprint/Section 18
The discussion of projected Greenhouse Gas emissions is reasonable and the
proposed mitigation measures are appropriate. Staff encourage the City to
commit to requiring some of the identified mitigation measure, for example, on-
site native landscaping for commercial/industrial sites.
The City will identify required mitigation measures during development
review, as development occurs throughout the Study Area.
General
Recent property acquisitions by the SMSC are not reflected accurately in the
mapping. The SMSC can provide accurate updates of boundaries if required.
Additionally, SMSC should be included as a regulatory agency/partnership/etc.
that borders the subject area and requires consultation throughout.
Mapping within the final AUAR has been updated to include the recent
property acquisitions by the SMSC. Future developers will coordinate with
the SMSC where proposed projects border SMSC property.
SMSC
MetCouncil
Land Use
MDH
the AUAR.
Agency Topic/AUAR Section Comment Response
Summary of Mitigation Measures
Please indicate under 12.11 that SMSC will be consulted regarding new wells
being constructed. It is important the City and SMSC work together to ensure
efficient utilization of ground water resources and limit interference with each
other.
The final AUAR has been updated to incorporate this comment.
Climate Considerations Table
AUAR states that fish, wildlife, plant and sensitive ecological habitat will be lost,
but their solution is that native plantings and stormwater BMPs will provide
suitable habitat. Stormwater BMPs are not considered an offset to habitat loss.
Additionally, the AUAR states the proposed development is not going to generate
hazardous materials, but the title includes contamination. The increased
roadways that will be treated with salt is a direct source of contamination.
Chloride impacts to area lakes and wetlands area a concern and should be
addressed with maintenance strategies and BMPs.
The City values environmental preservation and open space and recognizes
that stormwater BMPs are not an offset to habitat loss. Througout the
development review process, the City will identify opportunities to provide
native plantings and habitat, which may include, but is not limited to,
planting native vegatation in buffers around required stormwater BMPs.
The final climate consideration table has been revised to include BMPs for
the potential of increased salt use on roadways.
Stormwater Drainage (Figure 12)
Regarding proposed stormwater drainage, multiple discharge locations flow
onto SMSC property. Impacts of the likely large increases in stormwater to
downstream landowners are not addressed in the text and SMSC is not listed as
a regulatory agency on page 39.
Outflow 1 (45 acres)
Outflow 2 and 7 (167 and 250 acres)
Outflow 11 and 12 (44 and 147 acres)
For any development happening within the Study Area, rate and volume
control would need to be met, as noted in the Stormwater Master Plan.
Although the total volume of water could increase at the discharge locations
into SMSC, the rates would be the same or lower.
The final AUAR has been updated to note the SMSC as a regulatory agency
and to state that properties downstream of proposed discharge points
should be considered to ensure no adverse impacts.
Compatibility with Plans SMSC should be listed as an entity that borders the study area. The final AUAR has been revised to clarify that SMSC land is adjacent to the
Study Area.
Fish, Wildlife, Plant Communities, and
Sensitive Ecological Resources (Rare
Features)/Section 14a
This section should also include the Big Brown Bat (state special concern), Little
Brown Myotis (state special concern), and the Red-shouldered Hawk (state
special concern).
The final AUAR has been amended to include these species of special
concern. Species of special concern are not afforded protection under the
Minnesota Endangered Species Statute. As development occurs,
developers will coordinate with the MnDNR and USFWS regarding protected
species listed at the date of development permit application. State and
federal guidelines will be followed to prevent adverse impacts to special
status species.
Fish, Wildlife, Plant Communities, and
Sensitive Ecological Resources (Rare
Features)/Section 14c
Disturbance of Howard Lake and surrounding wetland should be limited to avoid
effects on the known Trumpeter swans, fish, turtles, wildlife, plants, and
ecosystem of Howard Lake.
Additional clarification has been added to the final AUAR. As development
occurs, developers will adhere to a variety of regulations to preserve natural
resources and wildlife habitats, including the Wetland Conservation Act.
Impacts to wildlife and wetlands will be limited, to the extent feasible. Other
avoidance and minimization measures will be followed, including utilizing
wildlife-friendly erosion control BMPs, incorporating construction practices
that minimize the spread of invasive species, planting disturbed areas with
native seed mixes, avoiding tree clearing during NLEB and migratory bird
nesting seasons, checking bare ground before backfilling to avoid
entrapment of wildlife, avoiding impacts to wetlands during turtle
hibernation, and coordinating with the DNR and USFWS as development
occurs to determine needs for additional avoidance and mitigation
measures.
General
It does not appear that a scoping document was prepared in preparation for the
Draft AUAR based on the executive summary and timeline for the project. Minn.
Rule 4410.3610, Subp. 5a. describes the additional procedures required when
certain large specific projects are reviewed through the AUAR process that
would otherwise meet a mandatory category for an EIS. It appears the scenarios
studied in this document likely meet one or more mandatory thresholds for an
Environmental Impact Statement requiring a scoping document and public
comment period prior to publishing a Draft AUAR.
MN Rule 4410.3610 Subpart 5a outlines the requirements for adding the
scoping AUAR process, which is required if a specific project would
otherwise require preparation of an EIS or would comprise at least 50
percent of the geographic area to be reviewed.
The City of Prior Lake has not identified any specific projects that would
comprise over 50 percent of the study area. Further, the City has not
identified nor anticipates specific development projects within the land use
categories identified by the Scenarios that would exceed EIS thresholds.
Therefore, the scoping process was not necessary for this AUAR.
Climate Considerations
As energy needs and renewable energy goals put further pressure on agricultural
lands, some communities have started to tap into industrial facilities to combine
development with energy production through the use of rooftop solar. Installing
solar panels on industrial facilities has the added benefit of producing energy
right where it is needed without any additional facility footprint. We encourage
the City as well as local energy providers to explore the feasibility of combining
these land uses to help meet state climate goals as the City plans for the future.
We encourage the developer to consider installing water reuse systems to
reduce water usage, and utilize other water conservation measures to the
greatest extent possible.
The City will work with developers to identify opportunities for water reuse
and sustainable energy as development occurs.
Permits and Approvals
A Utility Crossing License may be needed from the DNR’s Land and Minerals
division for extension of the municipal sewer and water system across any public
waters.
The final AUAR has been updated to incorporate the potential need for a
Utility Crossing License.
Water Resources/Section 12a
Please add the following public water to your list of water resources:
• Unnamed Public Water Wetland (70-57W) present within AUAR boundary.
The Surface Water figure in the final AUAR has been updated to include DNR
public water basins and wetlands.
Stormwater
The DNR recommends that stormwater be used for the irrigation of development
landscaping. The re-use of stormwater for irrigation will reduce the volume of
stormwater and stormwater pollution flowing downstream of the site. In
addition, using stormwater for landscaping irrigation will conserve valuable
groundwater for household use.
The City will work with developers to identify opportunities for stormwater
reuse as development occurs.
DNR
Agency Topic/AUAR Section Comment Response
Stormwater
Either development scenario would significantly increase the amount of
impervious surfaces within the project area, and consequently the amount of
road salt used for winter maintenance. We appreciate that the City will
encourage developers to minimize chloride use. Chloride released into local
lakes, streams, and groundwater does not break down, and instead
accumulates in the environment, potentially reaching levels that are toxic to
aquatic wildlife and plants. Consider promoting local business and city
participation in the Smart Salting Training offered through the Minnesota
Pollution Control Agency. There are a variety of classes available for road
applicators, sidewalk applicators, and property managers. More information and
resources can be found at this website. Many winter maintenance staff who have
attended the Smart Salting training — both from cities and counties and from
private companies — have used their knowledge to reduce salt use and save
money for their organizations.
We encourage cities and counties to consider how they may participate in the
Statewide Chloride Management Plan and provide public outreach to reduce the
overuse of chloride. Here are some educational resources for residents as well
as a sample ordinance regarding chloride use.
The City will continue to implement its Winter Maintenance Policy, which
includes best management practices to reduce chloride use, including
reducing salt use on roadways, sidewalks, parking lots, and driveways,
education to business owners about the correct salt application, applying a
brine mixture prior to a snow event, and improving policies regarding salt
usage.
Water Appropriation
A DNR Water Appropriation Permit is required if the water pumped exceeds
10,000 gallons in a day, or one million gallons in one year. The DNR General
Permit for Temporary Appropriation, with its lower permit application fee and
reduced review time, may be used for dewatering if the dewatering volume is
less than 50 million gallons and the appropriation is for less than 1 year.
If water for dust control is taken from a non-municipal well, a lake, or a stream,
then a DNR Water Appropriation Permit is required if the volume of water taken
exceeds 10,000 gallons in a day, or one million gallons of water in a year.
The final AUAR has been updated to include the Water Appropriation Permit
in addition to the Temporary Water Appropriation General Permit within the
Permits and Approvals table. Additional clarification has been provided
within the water appropriation section, identifying the need for a Water
Appropriation Permit if water withdrawals exceed 10,000 gallons per day or
one million gallons per year.
Rare Features/Section 14b
A portion of the project area is located with a High Potential Zone for the federally
endangered rusty patched bumblebee. Please be aware that a new rule change
is expected this year that would uplist the rusty patched bumblebee in
Minnesota to state listed as endangered. This new status is likely to result in the
need for further coordination with DNR prior to development.
As development occurs, developers will adhere to the current species list at
the date of construction permit application. State and federal guidelines will
be followed to prevent adverse impacts to listed species.
Transportation
The proposed grade separation at MN 282 and MN 13 will require a Level 1 layout
and further coordination with MnDOT’s Geometric Design Support Unit (GDSU)
and Metro District Design as concepts/layouts are
developed.
Please contact Heather Gardner, Metro District Design, at
heather.gardner@state.mn.us or 651-396-7863 with any questions.
An additional mitigation measure has been added to the transportation
section of the final AUAR outlining the need for MnDOT coordination during
concept development of this project. The lead transporation agency will
complete this coordination.
GHG
Because this AUAR proposes expansion of Highway 13 and Highway 282 and the
addition of an interchange as part of its mitigation depending on the
development scenario, any proposed highway expansion would trigger a GHG
Impact Assessment. A project that adds lane capacity of more than a half mile
(2,500ft) or creates a new interchange on the highway system will need to assess
the added tailpipe emissions and vehicle miles travels (VMT).
Capacity expansion projects will assess increased emissions from increased
VMT that the added lanes or interchange will generate over 20 years. Using the
same vehicle fleet assumptions for gas, hybrid and electric vehicles over the
time period, the assessment will isolate the emissions added under the build
scenario.
Projects can offset GHG/VMT using any of the following nine offset categories
identified by the legislature:
• Transit expansion
• Transit service improvements
• Active transportation infrastructure (biking and walking)
• Micromobility
• Transportation demand management
• Parking management
• Land use changes (residential, mixed-use, transit-orientated)
• Infrastructure improvements related to traffic operations
• Natural systems
There is procedure guidance to assess GHG emission impact here: How to
assess project impacts and offset (PDF).
An additional mitigation measure has been added to the GHG section of the
final AUAR outlining the requirement for this assessment. It is anticipated
that the lead transportation agency will complete this assessment during
design of the project.
MnDOT
Agency Topic/AUAR Section Comment Response
A MnDOT drainage permit is required before development occurs. The permit
applicant shall demonstrate that the off-site runoff entering MnDOT drainage
system(s) and/or right of way will not increase. The drainage permit application,
including the information below, should be submitted online to:
https://olpa.dot.state.mn.us/OLPA/. Please upload this letter with the drainage
permit application.
The following information must be submitted with the drainage permit
application:
1. Grading plans, drainage plans, and hydraulic calculations demonstrating that
proposed flows to
MnDOT right of way remain the same as existing conditions or are reduced.
2. Existing and proposed drainage area maps with flow arrows and labeling that
corresponds with the
submitted calculations.
3. Hydro CAD model and PDF of output for the 2, 10, and 100-year Atlas 14 storm
events.
Once a drainage permit application is submitted, a thorough review will be
completed and additional information may be requested. Please contact Jason
Swenson, Water Resources Engineering, at jason.swenson@state.mn.us or 651-
234-7539 with any questions.
Table 5 of the AUAR outlines the anticipated permits and approvals needed
for development in the study area and includes the Metro Area Permits from
MnDOT, including a drainage permit. As development progresses, permits
will be obtained as needed.
Construction of a grade-separated interchange at TH 282 / TH 13 is likely to
require implementation of stormwater treatment facilities to treat new and
reconstructed impervious areas on MnDOT Right of Way. MnDOT Water
Resources Engineering (WRE) would welcome being involved in any regional
stormwater treatment coordination to see if there are opportunities to meet
stormwater treatment requirements in cooperation with the City.
The city and lead transportation agency for any proposed improvements to
the TH 282/TH 13 interchange will coordinate regarding opportunities to
provide stormwater treatment.
Permits and Approvals
Any work that affects MnDOT right of way will require an appropriate permit. All
permits are available and must be applied at:
https://olpa.dot.state.mn.us/OLPA/.
Table 5 of the AUAR outlines the anticipated permits and approvals needed
for development in the study area and includes a right of way permit from
MnDOT. As development progresses, permits will be obtained as needed.
Water Resources