HomeMy WebLinkAbout7A Franklin Trail Area Public Hearing Report
4646 Dakota Street SE
Prior Lake, MN 55372
CITY COUNCIL AGENDA REPORT
MEETING DATE: FEBRUARY 13, 2017
AGENDA #: 7A
PREPARED BY: LARRY POPPLER, CITY ENGINEER/INSPECTIONS DIRECTOR
PRESENTED BY: LARRY POPPLER
AGENDA ITEM: PUBLIC HEARING TO CONSIDER APPROVAL OF A RESOLUTION ORDER-
ING THE IMPROVEMENTS FOR THE FRANKLIN TRAIL AREA IMPROVEMENT
PROJECT, CITY PROJECT #TRN17-000004
DISCUSSION: Introduction
The purpose of this agenda item is receiving comments on the Franklin Trail im-
provements and if appropriate order the improvements. Approval of resolution or-
dering the improvements requires 4/5ths vote.
History
The City uses the Five-Year Capital Improvement Program and its Pavement Man-
agement program to plan its infrastructure improvements and the financing for
capital improvements. The Franklin Trail area including Franklin Trail South of
CSAH 21 and Bluff Heights Trail are part of the plan for reconstruction in 2017. At
its September 26, 2016 meeting the City Council adopted Resolution 16-119 au-
thorizing staff to prepare a Feasibility Report for the Franklin Trail Area Improve-
ment Project as outlined in the CIP. The primary purpose for proceeding with the
project is to upgrade the street condition and utilities. The pavement condition is
poor and requires reconstruction in accordance with the City’s desire to maintain
high overall condition index (OCI) ratings on its roadways.
The M.S. Chapter 429 process applies to all projects that will be financed in whole
or part through special assessments or bond proceeds.
The Franklin Trail area is considered in the report and includes improvements to
Bluff Heights Addition, Bluff Heights Second Addition, Replat of lot 1 block 2 Bluff
Heights Addition, Borgerding 2nd Addition, Timbercrest Park, Prior South, and CIC
Nos. 1000,1002,1027,1131 and 1136 located in Section 1 and 2, Township 114,
Range 22. Structures in this area were built between 1971-2003 but most were
generally built in the early 1980’s. A map of the project area (Appendix A) is in-
cluded in the Feasibility Report. The proposed improvements include street recon-
struction or reclamation, storm sewer, storm water quality, sanitary sewer, water-
main, concrete curb and gutter, and appurtenant work.
At the November 28th, 2016 City Council meeting, the Council accepted the feasi-
bility study and scheduled the Public Hearing for January 9th, 2017. The Council
also directed staff on the following:
1. Review the inclusion of a porkchop island at Franklin Trail and Park Nicol-
let Avenue.
2
On January 9, 2017, the City Council, because of the volume of business before
them that evening and a desire to assure that all points of view were considered
since a number of letters had been received expressing various project related
concerns, continued the Public Hearing to be held this evening.
Current Circumstances
The properties deemed to specially benefit from the improvements, in most cases
the properties abutting the streets located in the project area, are subject to as-
sessment. Some do not directly abut Franklin Trail but do receive their access to
and from the transportation system through this roadway and therefore should be
assessed for this special benefit. Each of the affected property owners have been
notified in accordance with the statute regarding tonight’s Public Hearing.
A Public Informational Meeting was held on December 14, 2016 to provide the prop-
erty owners an opportunity to discuss the project in an informal setting prior to the
Public Hearing. Meeting notices were sent to all properties located within the Frank-
lin Trail Improvement Area. Staff provided an update on the additional direction of
the City Council, proposed improvements, project costs, estimated assessments
and answered general questions regarding the project.
As a separate document, the intersection of Franklin Trail and Park Nicollet Boule-
vard was reviewed. The attached traffic study documents the current condition and
future of this intersection. Currently the intersection functions at an acceptable level
of service, but considering a conservative growth factor, this intersection will not
operate at an acceptable level of service within the next 20 years. Several alterna-
tives were reviewed as a part of the report including an option with a pork chop
island as directed by the City Council. A mini-roundabout at this intersection ap-
peared to function best for the long term but it does add additional maintenance
demands on Public Works Staff. While current traffic does not necessitate intersec-
tion improvements at this time, addressing this intersection now may be more cost
effective and least disruptive considering the road reconstruction. In addition, the
roundabout provides for better pedestrian movement in this area. Costs for the mini-
roundabout are included in the overall cost of the project. Direction should be given
on whether a mini-roundabout or other intersection design should be incorporated
into this project.
Conclusion
Staff is prepared to discuss each of the concerns presented at the Public Hearing.
If the Council deems the issues that have been brought up need to be addressed
in the project plans and specifications, direction could be given to staff.
The purpose of this Public Hearing is to determine project elements or whether the
project should move forward at all. Completion of plans and specifications is the
next step and will provide greater information about expected project cost and,
therefore, the assessments associated with the improvements. Once the plans
and specifications are completed, they will be submitted to the City Council for ap-
proval and authorization to advertise for bids. The Council could decide not to
continue with the project upon receipt of bids. A separate Assessment Hearing
will be conducted following review of the proposed assessments by the City Coun-
cil’s Assessment Review Work Group.
3
In summary, the project is feasible from an engineering and economic standpoint.
If the project is approved, City staff will continue to work on completion of plans
and specifications.
ISSUES: The Assessment Review Work Group met on November 16th, 2016, and recom-
mended that the City review the use of an area assessment method for this project
and assessment in accordance with the City’s Assessment Policy of assessing 40%
of the street and storm sewer cost.
The group also discussed the assessment of the townhouse properties north of
Franklin Trail as has been done on past projects. While the improvements do not
directly abut these properties, Franklin Trail provides the only access to their private
streets. The Assessment Review Work Group recommended completion of apprais-
als for this project to confirm assessment rates provide corresponding special ben-
efit to the properties. These appraisals are expected to be complete in early March
and would be utilized for final assessment determination for the Assessment Hear-
ing in October. At the neighborhood meeting, several individuals from the town-
house area expressed disappointment in being included in the assessment for
Franklin Trail. Correspondence from a property owner is also attached regarding
Timbercrest’s inclusion in the assessment.
The City has also received the attached correspondence regarding the intersection
of Park Nicollet Boulevard and Franklin Trail. The correspondence expresses con-
cerns that intersection improvements are premature and do not provide benefit to
adjacent properties. There is also concern that certain improvements may disrupt
access to adjacent business properties. As discussed above, a traffic study was
completed and is attached to this report.
FINANCIAL
IMPACT:
The Franklin Trail Area Improvement Project is proposed to be financed by Special
Assessments, tax levy, Sewer Fund, Water Fund, and Water Quality Fund. The
funding of each option and the corresponding estimated amounts are shown be-
low:
FRANKLIN TRAIL AREA IMPROVEMENT
PROJECT - FUNDING
Ad Valorem $1,015,624
Assessment (40%) $574,536
Utility Fund - Sewer $434,560
Utility Fund - Water $517,070
Water Quality Fund $124,160
Assessable Acreage 31.9 Acres
Assessment (Per Acre) –
Reconstruction $18,035.52
Total $2,665,950
The Capital Improvement Plan estimate for this project was $2,866,403.
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ALTERNATIVES: 1. Conduct the public hearing and approve a Resolution Ordering the Franklin
Trail Area Improvement Project, City Project #TRN17-000004 as proposed or
with amendments.
2. Deny this item for a specific reason and provide staff with direction.
3. Table this item until some date in the future.
RECOMMENDED
MOTION:
A motion and a second for approval of Alternative #1. Approval of this agenda item
requires a 4/5 vote.
4646 Dakota Street SE
Prior Lake, MN 55372
RESOLUTION 17-___
ORDERING IMPROVEMENTS FOR THE FRANKLIN TRAIL IMPROVEMENT PROJECT (PROJECT
#TRN17-000004); FINANCING THE FRANKLIN TRAIL IMPROVEMENT PROJECT TO BE
UNDERTAKEN BY THE CITY AND ESTABLISHING COMPLIANCE WITH REIMBURSEMENT BOND
REGULATIONS UNDER THE INTERNAL REVENUE CODE
Motion By: Second By:
WHEREAS, The Prior Lake City Council on its own initiative has determined that it desires to
complete the Public Improvements for the Franklin Trail Improvement Project; and
WHEREAS, On November 28, 2016; the City Council accepted the Feasibility Report and called
for a Public Hearing to be held for the Franklin Trail Improvement Project which
includes sanitary sewer, watermain, storm sewer, aggregate base, concrete curb
and gutter, bituminous surfacing, and appurtenant work; and
WHEREAS, Ten days mailed notice and two weeks published notice of the hearing was given,
and the hearing was held on the 9th day of January, 2017 and continued to
February 13, 2017, at which time all persons desiring to be heard were given an
opportunity to be heard thereon; and
WHEREAS, Since the project was initiated by the City Council it must be approved by 4/5ths
vote in accordance with Minnesota Statutes 429.031 Subdivision 1(f);
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. Such improvement is necessary, cost-effective, and feasible as detailed in the feasibility
report.
3. The City Council by the required statutory 4/5ths vote does hereby order the project as
outlined in the feasibility report.
4. The City Engineer is hereby designated as the Engineer for these improvements and is
authorized to record engineering expenses in the Construction Fund (#501-43500.00-
55020-TRN17-000004).
5. The Engineer shall prepare plans and specifications for the making of such improvements
for the Franklin Trail Improvement Project.
6. The City Council authorizes the following preliminary funding sources and corresponding
transfers to the Construction Fund for the project:
C:\Users\aschroeder\Desktop\17-XXX Franklin Trl Area Public Hearing.docx 2
FRANKLIN TRAIL AREA IMPROVEMENT
PROJECT - FUNDING
Ad Valorem $1,015,624
Assessment (40%) $574,536
Utility Fund - Sewer $434,560
Utility Fund - Water $517,070
Water Quality Fund $124,160
Assessable Acreage 31.9 Acres
Assessment (Per Acre) –
Reconstruction $18,035.52
Total $2,665,950
7. The City has determined to make a declaration of official intent (“Declaration”) to reimburse
certain estimated costs for this project from proceeds of bonds expected to be issued in an
amount not to exceed $2,930,000 in accordance with the Internal Revenue Service
Reimbursement Regulations (Treasury Reg. 1.150-2).
Passed and adopted by the Prior Lake City Council this 13th day of February, 2017.
VOTE Briggs McGuire Thompson Braid Burkart
Aye ☐ ☐ ☐ ☐ ☐
Nay ☐ ☐ ☐ ☐ ☐
Abstain ☐ ☐ ☐ ☐ ☐
Absent ☐ ☐ ☐ ☐ ☐
______________________________
Frank Boyles, City Manager
Photo
Feasibility Report for
2017 Street Reconstruction Project
Franklin Trail Improvements
City of Prior Lake, MN
City Project No. TRN-17-000004
BMI Project No. T18.112541
November 21, 2016
Submitted by:
Bolton & Menk, Inc.
12224 Nicollet Avenue
Burnsville, MN 55337-1649
P: 952-890-0509
F: 952-890-8065
Prepared by: Bolton & Menk, Inc.Certification
2017 Street Reconstruction Project ǀ T18.112541
Certification
Feasibility Report
for
2017 Street Reconstruction Project -
Franklin Trail Improvements
City of Prior Lake
Prior Lake, MN
BMI Project No. T18.112541
November 21, 2016
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.
By:
Michael Warner, P.E.
License No. 44693
Date: November 21, 2016
Prepared by: Bolton & Menk, Inc.Table of Contents
2017 Street Reconstruction Project ǀ T18.112541
Table of Contents
I. INTRODUCTION ................................................................................................................. 1
II. BACKGROUND ................................................................................................................... 1
III. EXISTING CONDITIONS ....................................................................................................... 2
Proposed Street Improvements ................................................................................ 3
Proposed Sanitary Sewer Improvements .................................................................. 4
Proposed Watermain Improvements ........................................................................ 4
Proposed Storm Sewer Improvements ..................................................................... 4
IV. INTERSECTION & PEDESTRIAN IMPROVEMENTS ................................................................ 5
V. DRIVEWAY RECONSTRUCTION PROGRAM.......................................................................... 5
VI. STREET LIGHTING .............................................................................................................. 5
VII. ESTIMATED COST/FINANCING ........................................................................................... 5
Cost Estimate and Financing ..................................................................................... 6
VIII. PROJECT SCHEDULE ........................................................................................................... 7
IX. CONCLUSION ..................................................................................................................... 7
Appendix
Appendix A: Figures
Appendix B: Preliminary Cost Estimate
Appendix C: Preliminary Assessment Map & Roll
Appendix D: Resident Questionnaires
Appendix E: Geotechnical Evaluation
Prepared by: Bolton & Menk, Inc.
2017 Street Reconstruction Project ǀ T18.112541
I.INTRODUCTION
On September 26, 2016, the Prior Lake City Council adopted Resolution 16-119, which ordered the
preparation of a Feasibility Report for improvements to the City of Prior Lake’s 2017 Street
Reconstruction Project – Franklin Trail Improvements including the following street:
·Franklin Trail
After an analysis of the project area, it was determined by City staff to add the public street portion
of Bluff Heights Trail north of Franklin Trail to the project area. It makes sense to reconstruct this
portion of street along with Franklin Trail. Leaving this section of street out of the project area
would leave a short gap of deteriorated street between the newly reconstructed Franklin Trail and
the Timber Crest Park development.
Franklin Trail and Bluff Heights Trail are located within Section 1 and 2, Township 114, Range 22,
as described on the following plats and Common Interest Communities (CIC): Bluff Heights
Addition, Bluff Heights Second Addition, Replat of Lot 1 Block 2 Bluff Heights Addition,
Borgerding 2nd Addition, Timber Crest Park, Prior South, and CIC Nos. 1000, 1002, 1027, 1131,
and 1136.
See Figure 1 in Appendix A for the proposed project location map.
This report will review the existing conditions in the project area and discuss, in detail, the
proposed improvements. The proposed improvements will consist of complete street and utility
reconstruction. The complete utility reconstruction will consist of water main replacement, sanitary
sewer main replacement, water and sanitary sewer service replacement, and storm sewer upgrades.
The report will also provide preliminary cost estimates for the proposed improvements with
financing for the project coming from a combination of special assessments, the City’s general tax
levy, and the City’s sewer and water utility funds.
See Figure 2 in Appendix A for the proposed street improvements map.
See Figure 3 in Appendix A for the existing City owned utilities.
If the City decides to proceed with the proposed street and utility improvements described in this
report, it is anticipated construction would begin in 2017 as shown in the detailed project schedule
found on page 7.
II.BACKGROUND
The City has a Capital Improvement Program (CIP) which prioritizes the infrastructure
improvement needs within the City and has identified the above listed project area as requiring
improvement during the 2017 calendar year. The deteriorated bituminous surface and aging utility
infrastructure resulted in the selection of these neighborhood areas.
The City of Prior Lake utilizes a Pavement Management Program to rate an existing public street’s
pavement condition. Each street segment is surveyed in the field with information gathered relating
to the current road distress; data such as the number of potholes, the number and size of cracks, and
other statistics which describe the condition of the pavement is collected. This information is then
used to compute an Overall Condition Index (OCI) for each street section. The OCI is a tool for
comparing streets when considering where roadway improvements are most needed within the City.
The street OCI is a number between 0-100, with 100 being the best or signifying a newly paved
street and 0 being the worst. In the pavement industry, it’s generally agreed that streets with an
OCI ≤ 65 need some improvement. Streets in need of a mill and overlay generally have an OCI in
the range of 45-65, while streets with an OCI in the range of 35-45 usually require a full depth
reclamation. When the OCI reaches a range of 0-35 or when a need for utility repair is determined,
Prepared by: Bolton & Menk, Inc.
2017 Street Reconstruction Project ǀ T18.112541
the street usually requires full reconstruction.
A neighborhood meeting was held on October 19, 2016. The purpose of the meeting was to inform
the property owners located within the project area of the improvements being considered, to gather
input from the impacted residents, and to answer any questions that the property owners had.
Successful projects incorporate a very proactive public process in order to provide information and
awareness of the project, as well as to provide comments on potential design options. To facilitate
this public input a project questionnaire has been developed, informational pamphlets were
distributed (explaining typical infrastructure projects and detailing the MN Statue 429 Assessment
Process), and a project website is available with up-to-date project information. Copies of the
completed questionnaires already returned to the City can be found in Appendix D.
III.EXISTING CONDITIONS
Franklin Trail, from Trunk Highway 13 to Bluff Heights Trail (east leg), is a local collector and
Minnesota State Aid street that serves both residential and commercial properties.
Bluff Heights Trail, from Franklin Trail to just south of Timber Crest Drive, is a local residential
street serving residential multifamily homes.
The streets within the reconstruct project area are all bituminous surfaced. The following table
shows the existing street widths and approximate right-of-way widths.
Table 1 –Street Widths
LOCATION Curb &
Gutter Street Width ROW
Franklin Trail Yes 44’65’–95’
Bluff Heights Trail No 32’70’
All measurements are from face of curb to face of curb or edge of bituminous to bituminous edge.
An existing sidewalk is located on the north side of Franklin Trail. There are five (5) existing street
lights located at the intersections of TH 3, Village Lake Drive, Brunswick Avenue, Bluff Heights
Trail and Lyons Avenue. City records show the roadway, water main, sanitary sewer, and storm
sewer were constructed in the early 1970’s with the exception of eastern portion of Franklin Trail,
near the intersection of County Road 21, which was reconstructed in the early 2010’s during the
county road improvements.
The OCI of the pavement for this area is 30, making the area
a candidate for reconstruction. The bituminous pavement
within the study area exhibits wear and distress due to traffic
loading as well as typical weathering effects experienced
with aged asphalt pavement. The existing pavement contains
large transverse cracking (cracks running perpendicular
across the roadway) and significant alligator-type cracking.
Alligator cracking in pavement is an indicator of potential
subgrade problems.
Soil borings were completed in the area by Northern
Technologies to determine the existing roadway section and
the report is included in Appendix E. The existing bituminous pavement thickness ranges from 5.5
to 8.0 inches with an aggregate base thickness range of 1.0 to 2.0 inches. Existing subgrade soils
found beneath the aggregate base consist of a clayey sand and silty sand fill material.
There is an existing 8-inch diameter cast iron pipe (CIP) water main which runs the entire length of
Franklin Trail and Bluff Heights Trail. Service lines to individual homes within the project area are
Existing Pavement on Franklin Trail
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2017 Street Reconstruction Project ǀ T18.112541
anticipated to be 1-inch diameter copper pipe or 4” CIP.
There is an existing 8-inch vitrified clay pipe (VCP) sanitary sewer main and 12-inch reinforced
concrete pipe (RCP) sanitary sewer main on Franklin Trail and Bluff Heights Trail. The sanitary
sewer on Franklin Trail between Park Nicollet Avenue and County Road 21 flows to Bluff Heights
Trail (west leg) where it then flows north in a 12-inch RCP main. The existing 8-inch VCP sanitary
sewer main on Franklin Trail west of Park Nicollet Avenue flows west under TH 13. The existing
condition of the sanitary sewer system was documented by videotaping of the sewer main and
televising revealed the presence of sags and groundwater infiltration at joints. The groundwater
infiltration adds to the volume of wastewater being treated. Pipe sags can lead to sewage backups if
left untreated. Service laterals to individual homes within the project area are anticipated to be 4”
and 6” VCP.
There is an existing storm sewer system on Franklin Avenue consisting of catch basin structures
east of Brunswick Avenue and at the intersection of Bluff Heights Trail. The collected stormwater
flows by RCP to the north to a pond located in the Bluff Heights Apartment complex. Another
system located at the intersections of Park Nicollet Avenue and TH 13 with Franklin Avenue flows
west to the eastern ditch on TH 13.
Proposed Street Improvements
Based on the roadway age, surface deterioration, OCI rating, and sub-soils, the proposed
improvement for Franklin Trail and Bluff Heights Trail is a complete reconstruction of the existing
road section. The new roadway is proposed to be constructed with new concrete curb and gutter to
improve drainage and support the edge of pavement. The new curb and gutter on Franklin Trail
will be B618, matching the existing curb. B618 concrete curb and gutter is the current City
standard. It has better water conveyance properties and is better suited to keep snow plows within
the roadway during snow removal operations than surmountable curb.
The new roadway width of Franklin Trail is proposed to be constructed to 44-feet back of curb to
back of curb to match the existing width. The new roadway horizontal alignment and vertical
profile is expected to remain similar to the existing roadway.
Franklin Trail will be reconstructed to a minimum 9-ton design requirement to meet State Aid
Standards, which holds up to garbage trucks, school buses, and truck loading. Based on MnDOT
pavement design guidelines and the geotechnical recommendations, the proposed road section will
include:
3” Bituminous Wearing Course
2” Bituminous Non-Wearing Course
12” Class 5 Aggregate Base
12” Select Granular Borrow
The new roadway width of Bluff Heights Trail is proposed to be constructed in accordance to the
current City standard of 32-feet back of curb to back of curb. The new roadway horizontal
alignment and vertical profile is expected to remain similar to the existing roadway.
Bluff Heights Trail will be reconstructed to a minimum 7-ton design requirement, which holds up
to garbage trucks, school buses, and infrequent heavy truck loading. Based on MnDOT pavement
design guidelines and geotechnical recommendations the proposed road section will include:
1.5” Bituminous Wearing Course
2.5” Bituminous Non-Wearing Course
8” Class 5 Aggregate Base
12” Select Granular Borrow
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2017 Street Reconstruction Project ǀ T18.112541
Additionally, subsurface drain tile will be installed at the bottom of the street sections under the
curb line to help ensure the new roadway section will remain free draining. This helps to reduce
stress on pavement from freeze thaw action.
During construction if areas of poorer soil conditions than what the soil borings have shown are
discovered, additional subgrade excavation and replacement material will be required.
All driveways will be replaced with new like material within the City Right-of-Way, from the new
back of curb to edge of Right-of-Way. All disturbed boulevard areas will be restored with 5.0-
inches of topsoil and new sod.
The sidewalk along the north side of Franklin Trail will be replaced as part of this project. Sidewalk
is also proposed along the west side of Bluff Heights Trail to connect the existing sidewalk in the
Timber Crest Park development to the sidewalk along Franklin Trail.
Proposed Sanitary Sewer Improvements
Based on the sewer pipe age, material type, and televising results, the proposed improvement for
the existing sanitary sewer is full replacement of the existing 8” VCP and 12” RCP with new
polyvinyl chloride (PVC) pipe. All sanitary sewer manholes where new sewer is being installed are
proposed for replacement with new precast concrete structures and new castings that meet City
standards.
All sewer services are proposed for replacement from the new main to the property line (City
Right-of-Way) with new PVC wyes and 4” or 6” PVC pipe.
Proposed Watermain Improvements
Based on the watermain pipe age and size, the proposed improvement for the existing watermain is
full replacement with new 8” PVC pipe. All hydrants, valves, and fittings will also be replaced
along with the mainline pipe.
All water service lines to individual residences are proposed for replacement from the new main to
the property line (City Right-of-Way) with new 1-inch copper lines and curb stop and box or 4” or
6” PVC service pipe with gate valves.
Proposed Storm Sewer Improvements
The existing catch basins are recommended to be removed and replaced with new catch basins
meeting current City standards. The existing storm sewer pipe network will be analyzed based on
hydraulic performance and structural condition during final design. Franklin Trail storm sewer will
need to comply with State Aid Standards. For the purposes of this report, the storm sewer system
within the roadway is anticipated to be replaced and upgraded to State Aid standards. The addition
of pipe extensions and structures is likely to meet those requirements. Additionally, stormwater
quality improvements will be analyzed to help remove sediments and pollutant loads to the
downstream system. An opportunity to provide water quality improvements in the wide
shoulder/parking lanes along Franklin Trail should be evaluated during design. One option may be
to include chokers at the intersections where the curb would narrow and the parking lanes would be
eliminated. These could serve a dual purpose of water quality and traffic calming.
See Figure 3 in Appendix A for the existing sanitary sewer, watermain and storm sewer utilities.
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2017 Street Reconstruction Project ǀ T18.112541
IV.INTERSECTION & PEDESTRIAN IMPROVEMENTS
Currently there are traffic operational issues at the intersection of Franklin Trail and Park Nicollet
Avenue. There are large amounts of westbound Franklin Trail left turn movements to southbound
Park Nicollet Avenue and large amounts of northbound Park Nicollet Avenue left turns to
westbound Franklin Trail. These turns create backups at the intersections along with accident
potential.
Along with the turning movement issues, a crosswalk does not exist at this intersection across
Franklin Trail. The pedestrian traffic from the existing sidewalk on the north side of Franklin Trail
have no crossing access to the existing sidewalks on Park Nicollet Avenue. The existing conditions
do not provide connectivity to other facilities in the area.
An Intersection and Pedestrian Improvements study is currently underway and is not available at
this time of this report. The study will recommend improvements to the intersection to improve the
congestion and provide a pedestrian crossing. Some of the options being reviewed to address these
issues are an all-way stop, a westbound left turn lane, a mini roundabout, and a single lane
roundabout. Based on a quick review of the single lane roundabout option, it appears the
roundabout will be too large to fit within the existing right-of-way and would be in conflict with the
infrastructure on the south side of Franklin Trail. The study will review this option further, but for
the purposes of this report, the costs for a mini-roundabout have been included in the street costs.
V.DRIVEWAY RECONSTRUCTION PROGRAM
Starting in 2008, the City introduced a Driveway Reconstruction Program as part of reconstruction
projects. Residents within the project area could reconstruct their driveway using the City’s
Contractor. The driveway work was bid through the large City contract allowing for the potential
of reduced pricing on the driveway work. Residents were required to pay the costs up front prior to
construction based on the calculation and letter from the City’s Engineering Department. In 2013,
the City revised the program in order to streamline the process. Private driveway bid items were
still included in the project bids but estimates and payments for the private driveway was between
the property owner and contractor. The City was not involved in the transaction except for auditing
of the contractor’s quotes when requested by the property owner. This program in the revised form
is proposed to be continued for the 2017 Improvement Project. While the driveway program is a
good service for the property owners, it introduces the City into private property improvements.
This results in additional City staff time and involvement.
VI.STREET LIGHTING
As previously described within the report, there are a number of existing street lights within the
project area. The replacement of existing street lights and the addition of new street lights,
especially at intersections has been standard practice on past improvements projects within the City
and is expected to be incorporated into this project as well. The actual number and location of the
new proposed street lights will be determined during final design. For the purposes of this report,
street light costs have been estimated based upon the City standard of 300 foot spacing since
Franklin Trail is a collector road.
VII.ESTIMATED COST/FINANCING
Assessments are proposed for the benefited properties per the City’s Assessment Policy for Public
and Development-Initiated Improvements using the Area Assessment Method. The properties
proposed for assessment are shown on Figure 4 – Franklin Assessment Map found in Appendix C.
All identified properties are proposed to be assessed at a calculated area assessment rate of 40% of
the street and storm sewer project costs. The general ad valorem property tax levy will be used to
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2017 Street Reconstruction Project ǀ T18.112541
finance the costs of the remaining 60% of the street and storm sewer project costs. The project
costs for the sanitary sewer and water main improvements are considered general maintenance and
supported by utility fees under the City sewer and water utilities funds and will not be assessed.
The proposed project assessments and funding summary are based on preliminary estimated project
costs. These costs may be revised at the time of the final assessment hearing depending on final
design of the project, required easements and/or right-of-way, soil conditions, bids received, and
actual work performed. The area assessment rates are proposed to be assessed over a 10-year
period at a rate equal to 2.0% higher than the net interest cost of the bonds to be sold for the project.
For this estimate, the interest rate is assumed to be 4.0% based upon the previous 2 years of bond
sales.
The estimated project cost to complete the improvements proposed herein are presented below.
These costs include estimated construction costs, a 10% contingency, and 20% project support cost:
financial (2.5%), legal (2.5%), administrative (5%), and engineering (10%).
Cost Estimate and Financing
Table 2 - Estimated Project Costs and Financing
ITEM
ESTIMATED
PROJECT COSTS ASSESSMENTS CITY SHARE
Streets2 $1,520,720 $505,096 $1,015,624
Sanitary Sewer $434,560 $434,560
Watermain $517,070 $517,070
Storm Sewer1 $193,600 $69,440 $124,160
Total $2,665,950 $574,536 $2,091,414
1 Includes $20,000 in Water Quality Improvements that are not assessable
2 Includes $257,980 in street oversizing costs that are not assessable
The assessments shown above in Table 2 would be divided between the properties receiving benefit
from the project on an area basis. This area assessment is calculated below:
Amount to be Assessed =$574,536
Benefitting Area =31.9 acres (rounded)
Proposed Area Assessment =$18,035.52 (per acre)
For parcels surrounded by a common area, the common area was prorated to each of the parcels
based on the area of the parcel. This can be seen in the Preliminary Assessment Roll in Appendix
C.
Prepared by: Bolton & Menk, Inc.
2017 Street Reconstruction Project ǀ T18.112541
Table 4 - Project Funding
ITEM PROJECT TOTAL
Ad Valerum $1,119,784
Assessments (40%)$574,536
Utility Fund - Sewer $434,560
Utility Fund - Water $517,070
Water Quality Fund $20,000
Assessment Roll (Per Acre) Reconstruction $18,035.52
Total $2,665,950
VIII.PROJECT SCHEDULE
The proposed project schedule is shown below:
First Informational Meeting ........................................................................... October 19, 2016
Accept Feasibility Report* .........................................................................November 28, 2016
Call for Public Improvement Hearing* .......................................................November 28, 2016
Second Informational Meeting ........................................................ November/December 2016
Conduct Public Improvement Hearing* ...................................................... December 12, 2016
Order Improvement Project* ..................................................................... December 12, 2016
Order Preparation of Final Plans & Specifications* .................................... December 12, 2016
Third Informational Meeting ..............................................................................February 2017
Approve Plans and Specifications* .....................................................................February 2017
Order Advertisement for Bids* .......................................................................... February 2017
Open Bids ............................................................................................................. March 2017
Accept Bids/Award Contract* ................................................................................. April 2017
Begin Construction ......................................................................... Late April/Early May 2017
Conduct Assessment Hearing/Adopt Assessment* .............................................. October 2017
* City Council Meeting
IX.CONCLUSION
From an engineering standpoint, this proposed project, is feasible, cost effective, and necessary and
can best be accomplished by letting competitive bids for the work under one contract in order to
complete the work in an orderly and efficient manner. The City and the persons assessed will have
to determine the economic feasibility of the proposed improvements.
Prepared by: Bolton & Menk, Inc.
2017 Street Reconstruction Project ǀ T18.112541
Appendix A: Figures
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2017 Street Reconstruction Projects
City of Prior Lake
Figure 1 - Franklin Project Location
November 2016CLIENTLOGO
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2017 Street Reconstruction Projects
City of Prior Lake
Figure 2 - Franklin Project Area
November 2016
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2017 Street Reconstruction Projects
City of Prior Lake
Figure 3 - Franklin Utilities
November 2016
Legend !I
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Project Area
0 250
FeetSource: Scott County, City of Prior Lake, MnGeo
Prepared by: Bolton & Menk, Inc.
2017 Street Reconstruction Project ǀ T18.112541
Appendix B: Preliminary Cost Estimate
SCHEDULE "A" - STREETS (RECONSTRUCTION AREA)
ITEM
NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE
1 MOBILIZATION LUMP SUM 1 120,000.00$$120,000.00
2 CLEAR AND GRUB EACH 1 350.00$$350.00
3 REMOVE CURB & GUTTER LF 140 6.00$$840.00
4 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SF 9132 1.00$$9,132.00
5 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 825 8.00$$6,600.00
6 REMOVE CONCRETE SIDEWALK SY 1067 8.00$$8,536.00
7 REMOVE BITUMINOUS PAVEMENT SY 12778 1.25$$15,972.50
8 REMOVE SIGN POST EACH 13 50.00$$650.00
9 SAWING CONCRETE PAVEMENT (FULL DEPTH)LF 470 5.00$$2,350.00
10 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LF 700 4.00$$2,800.00
11 SALVAGE & REINSTALL LANDSCAPE EDGING LF 30 9.00$$270.00
12 SALVAGE & REINSTALL SPRINKLER SYSTEM LF 462 16.00$$7,392.00
13 SALVAGE & REINSTALL MAILBOX EACH 55 80.00$$4,400.00
14 SALVAGE & REINSTALL LANDSCAPE ROCK SY 10 20.00$$200.00
15 SALVAGE & REINSTALL CONCRETE PAVERS SF 30 6.00$$180.00
16 SALVAGE & REINSTALL RETAINING WALL SF 40 15.00$$600.00
17 COMMON EXCAVATION CY 12005 10.00$$120,050.00
18 SUBGRADE EXCAVATION CY 1801 14.00$$25,214.00
19 SELECT GRANULAR BORROW CY 4924 12.00$$59,088.00
20 SELECT TOPSOIL BORROW CY 1335 20.00$$26,700.00
21 AGGREGATE BACKFILL CY 1801 14.00$$25,214.00
22 STREET SWEEPER (WITH PICKUP BROOM)HOUR 35 80.00$$2,800.00
23 WATER DUST CONTROL MG 25 50.00$$1,250.00
24 AGGREGATE BASE CLASS 5 MOD. (100% CRUSHED)TON 8941 14.50$$129,644.50
25 BITUMINOUS MATERIAL FOR TACK COAT GAL 1339 4.00$$5,356.00
26 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)TON 2032 67.00$$136,144.00
27 TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)TON 1484 64.00$$94,976.00
28 TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT SY 778 20.00$$15,560.00
29 6" CONCRETE DRIVEWAY PAVEMENT SY 1031 38.00$$39,178.00
30 CONCRETE SIDEWALK SF 11603 4.00$$46,412.00
31 CONCRETE PEDESTRIAN RAMP SF 400 6.00$$2,400.00
32 TRUNCATED DOMES SF 50 40.00$$2,000.00
33 CONCRETE CURB AND GUTTER DESIGN B618 LF 5508 12.00$$66,096.00
34 TEMPORARY MAILBOXES LUMP SUM 1 3,000.00$$3,000.00
35 LIGHTING UNIT (INCLUDES LIGHT, POLE, CONDUIT, WIRING)EACH 8 4,000.00$$32,000.00
36 TRAFFIC CONTROL LUMP SUM 1 15,000.00$$15,000.00
37 MINI ROUNDABOUT LUMP SUM 1 80,000.00$$80,000.00
38 INSTALL SIGN TYPE C EACH 12 50.00$$600.00
39 INSTALL SIGN TYPE SPECIAL (STREET NAME)EACH 8 260.00$$2,080.00
40 TREE 2.5" CAL B&B (VARIETY - SEE SPEC)EACH 2 350.00$$700.00
41 SHRUB 18" HT (VARIETY - SEE SPEC)EACH 0 50.00$$0.00
42 STORM DRAIN INLET PROTECTION EACH 7 350.00$$2,450.00
43 FILTER LOG TYPE WOOD FIBER BIOROLL LF 1100 4.00$$4,400.00
44 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 2 1,000.00$$2,000.00
45 SODDING TYPE LAWN SY 10492 3.00$$31,476.00
SCHEDULE "A" - STREETS (RECONSTRUCTION AREA)SUBTOTAL $1,152,061.00
10% CONTINGENCY $115,209.00
ESTIMATED CONSTRUCTION COSTS $1,267,270.00
20% PROJECT SUPPORT COSTS $253,450.00
SCHEDULE "A" ESTIMATED PROJECT COSTS $1,520,720.00
SCHEDULE "B" - SANITARY SEWER (RECONSTRUCTION AREA)
ITEM
NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE
46 REMOVE SEWER PIPE (SANITARY)LF 2520 10.00$$25,200.00
47 REMOVE MANHOLE EACH 12 500.00$$6,000.00
ENG EST 11/22/2016 1 of 3 City of Prior Lake, MN
48 REMOVE SEWER SERVICE PIPE LF 1312 5.00$$6,560.00
49 DEWATERING LUMP SUM 1 50,000.00$$50,000.00
50 PIPE BEDDING MATERIAL CY 672 40.00$$26,880.00
51 CONNECT TO EXISTING MANHOLES (SAN)EACH 1 1,200.00$$1,200.00
52 RECONNECT SEWER SERVICE EACH 30 150.00$$4,500.00
53 8"X4" PVC WYE EACH 13 250.00$$3,250.00
54 8"X6" PVC WYE EACH 3 300.00$$900.00
55 8"X8" PVC WYE EACH 1 350.00$$350.00
56 12"X4" WYE EACH 5 400.00$$2,000.00
57 12"X6" WYE EACH 4 425.00$$1,700.00
58 15"X6" WYE EACH 4 450.00$$1,800.00
59 4" PVC SCH 40 SERVICE PIPE LF 720 25.00$$18,000.00
60 6" PVC SCH 40 SERVICE PIPE LF 420 30.00$$12,600.00
61 8" PVC SDR 35 SERVICE PIPE LF 40 35.00$$1,400.00
62 8" PVC SEWER LF 1430 25.00$$35,750.00
63 12" PVC SEWER LF 590 45.00$$26,550.00
64 15" PVC SEWER LF 500 55.00$$27,500.00
65 SANITARY MANHOLE EXTRA DEPTH (>8FT)LIN FT 79 120.00$$9,456.00
66 48" DIAMETER SANITARY MANHOLE EACH 12 2,400.00$$28,800.00
67 ADJUST FRAME & RING CASTING EACH 12 350.00$$4,200.00
68 CASTING ASSEMBLY SPECIAL - TRACER WIRE LOCATE BOX EACH 30 350.00$$10,500.00
69 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SF 913 0.50$$456.50
70 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 83 8.00$$664.00
71 TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT SY 101 20.00$$2,020.00
72 6" CONCRETE DRIVEWAY PAVEMENT SY 83 40.00$$3,320.00
73 SALVAGE & REINSTALL LANDSCAPE EDGING LF 100 9.00$$900.00
74 SALVAGE & REINSTALL SPRINKLER SYSTEM LF 400 16.00$$6,400.00
75 SALVAGE & REINSTALL LANDSCAPE ROCK SY 100 20.00$$2,000.00
76 SALVAGE & REINSTALL CONCRETE PAVERS SF 100 6.00$$600.00
77 SALVAGE & REINSTALL RETAINING WALL SF 40 15.00$$600.00
78 SODDING TYPE LAWN SY 1049 3.00$$3,147.60
79 SELECT TOPSOIL BORROW CY 134 30.00$$4,005.00
SCHEDULE "B" - SANITARY SEWER (RECONSTRUCTION AREA)TOTAL $329,209.10
10% CONTINGENCY $32,920.90
ESTIMATED CONSTRUCTION COSTS $362,130.00
20% PROJECT SUPPORT COSTS $72,430.00
SCHEDULE "B" ESTIMATED PROJECT COSTS $434,560.00
SCHEDULE "C" - WATERMAIN (RECONSTRUCTION AREA)
ITEM
NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE
80 REMOVE WATERMAIN LF 3153 8.00$$25,224.00
81 REMOVE WATER SERVICE LF 1300 5.00$$6,500.00
82 REMOVE CURB STOP AND BOX EACH 26 50.00$$1,300.00
83 TEMPORARY WATER SERVICE LUMP SUM 1 15,000.00$$15,000.00
84 CONNECT TO EXISTING WATER MAIN EACH 7 1,000.00$$7,000.00
85 CONNECT TO EXISTING WATER SERVICE EACH 16 1,000.00$$16,000.00
86 HYDRANT WITH 6" GATE VALVE & BOX EACH 8 3,500.00$$28,000.00
87 ADJUST VALVE BOX EACH 2 150.00$$300.00
88 4" GATE VALVE AND BOX EACH 12 1,300.00$$15,600.00
89 8" GATE VALVE AND BOX EACH 11 1,600.00$$17,600.00
90 10" GATE VALVE AND BOX EACH 0 2,000.00$$0.00
91 1" CORPORATION STOP EACH 26 180.00$$4,680.00
92 1" CURB STOP & BOX EACH 26 275.00$$7,150.00
93 1" WATER SERVICE LF 1300 35.00$$45,500.00
94 4" WATERMAIN PVC C900 LF 692 33.00$$22,836.00
95 6" WATERMAIN PVC C900 LF 270 35.00$$9,450.00
96 8" WATERMAIN PVC C900 LF 3153 37.00$$116,661.00
97 DUCTILE IRON FITTINGS LBS 5594 5.00$$27,967.50
ENG EST 11/22/2016 2 of 3 City of Prior Lake, MN
98 CURB STOP BOX DRIVEWAY CASTING ASSEMBLY EACH 6 175.00$$1,050.00
99 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SF 913 0.50$$456.50
100 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 83 8.00$$664.00
101 TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT SY 101 20.00$$2,020.00
102 6" CONCRETE DRIVEWAY PAVEMENT SY 83 40.00$$3,320.00
103 SALVAGE & REINSTALL LANDSCAPE EDGING LF 100 9.00$$900.00
104 SALVAGE & REINSTALL SPRINKLER SYSTEM LF 400 16.00$$6,400.00
105 SALVAGE & REINSTALL LANDSCAPE ROCK SY 100 20.00$$2,000.00
106 SALVAGE & REINSTALL CONCRETE PAVERS SF 100 6.00$$600.00
107 SALVAGE & REINSTALL RETAINING WALL SF 26 15.00$$390.00
108 SODDING TYPE LAWN SY 1049 3.00$$3,147.60
109 SELECT TOPSOIL BORROW CY 134 30.00$$4,005.00
SCHEDULE "C" - WATERMAIN (RECONSTRUCTION AREA)TOTAL $391,721.60
10% CONTINGENCY $39,168.40
ESTIMATED CONSTRUCTION COSTS $430,890.00
20% PROJECT SUPPORT COSTS $86,180.00
SCHEDULE "C" ESTIMATED PROJECT COSTS $517,070.00
SCHEDULE "D" - STORM SEWER (RECONSTRUCTION AREA)
ITEM
NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE
110 REMOVE SEWER PIPE (STORM CULVERT)LF 858 7.00$$6,006.00
111 REMOVE DRAINAGE STRUCTURE EACH 14 420.00$$5,880.00
112 4" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK)LF 6449 5.00$$32,245.00
113 12" RC PIPE SEWER CL V DESIGN 3006 (STORM)LF 202 33.00$$6,666.00
114 15" RC PIPE SEWER CL V DESIGN 2006 (STORM)LF 1107 35.00$$38,745.00
115 18" RC PIPE SEWER CL V DESIGN 3006 (STORM)LF 63 38.00$$2,394.00
116 24" RC PIPE SEWER CL V DESIGN 3006 (STORM)LF 105 46.00$$4,830.00
117 CONNECT TO EXISTING STORM SEWER EACH 4 800.00$$3,200.00
118 CONST DRAINAGE STRUCTURE DES 48-4020 EACH 3 2,100.00$$6,300.00
119 CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301)EACH 9 1,200.00$$10,800.00
120 CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300)EACH 3 2,200.00$$6,600.00
121 CONST DRAINAGE STRUCTURE DES 60-4022 EACH 1 3,000.00$$3,000.00
122 CONST DRAINAGE STRUCTURE DES SPECIAL 1 (WATER QUALITY)LUMP SUM 1 20,000.00$$20,000.00
SCHEDULE "D" - STORM SEWER (RECONSTRUCTION AREA)TOTAL $146,666.00
10% CONTINGENCY $14,664.00
ESTIMATED CONSTRUCTION COSTS $161,330.00
20% PROJECT SUPPORT COSTS $32,270.00
SCHEDULE "D" ESTIMATED PROJECT COSTS $193,600.00
SCHEDULE "A" - STREETS (RECONSTRUCTION AREA)ESTIMATED PROJECT COSTS $1,520,720.00
SCHEDULE "B" - SANITARY SEWER (RECONSTRUCTION AREA)ESTIMATED PROJECT COSTS $434,560.00
SCHEDULE "C" - WATERMAIN (RECONSTRUCTION AREA)ESTIMATED PROJECT COSTS $517,070.00
SCHEDULE "D" - STORM SEWER (RECONSTRUCTION AREA)ESTIMATED PROJECT COSTS $193,600.00
TOTAL ESTIMATED PROJECT COSTS (RECONSTRUCTION AREA)$2,665,950.00
ENG EST 11/22/2016 3 of 3 City of Prior Lake, MN
Prepared by: Bolton & Menk, Inc.
2017 Street Reconstruction Project ǀ T18.112541
Appendix C: Preliminary Assessment Map &
Roll
16599 16587 16575 16563 16551
16539
16624
16633 16623 16611
16525
16556
16548 16538
16554
16517
16503
16497
16489
16483
16475
16469
16578 16558
4811
4833
1
6
6
1
2
1
6
6
1
4
1
6
6
1
8
1
6
6
1
6
4
8
0
2
1
6
6
0
6
1
6
6
0
8
4
8
1
0
16534
16670
4 8 1 8
4 8 2 0482 2
4 8 2 8
4 8 2 6
4824
5 0 7 450725070506850585056505450525042504050385036502650245022502050105008500650044994
4 9 9 2
4 9 9 0
4 9 8 84
9
7
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9
7
0
4
9
6
8
4
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6
6
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5
6
4
9
5
4
4
9
5
2
4
9
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0
4
9
4
0
4
9
3
8
4
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6
4
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3
4
4
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2
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4
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906
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4980
5 0 1 55013501150094995
4 9 9 3
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4858
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2017 Street Reconstruction Projects
City of Prior Lak e
Figure 4 - Franklin Assessment Map
November 2016
Legend !I
2017 Street Improvements
Reconstruct
Reconstruct Assessment Parcels
0 250FeetSource: Scott County, City of Prior Lake, MnGeo
PRELIMINARY ASSESSMENT ROLL
2017 Street Improvement Project - Franklin Trail Area
Full Street Reconstruction
31.8558
No.Legal Description Parcel Address PID Property Owner
Parcel Area
(Acre)
Additional Assessible
Area for Common
Elements (Acre)
Deductions for Ponding
or Roadway Easements*
(Acre)
Area Applied to Other
Parcels (Acres)
Assessible
Area (Acre)
Area Assessment
Amount ($/Acre)Total Assessments Notes
1 SubdivisionName PRIOR SOUTH Lot 001 Block 001
SubdivisionCd 25017 16599 FRANKLIN TRL SE 250170010 BRANTLY WILLIAM R & SUZANNE J 16599 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.2853 0.2853 $18,035.52 $5,145.90 Single Family
2 SubdivisionName PRIOR SOUTH Lot 002 Block 001
SubdivisionCd 25017 16587 FRANKLIN TRL SE 250170020 RADUENZ JEFFREY S 16587 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.2748 0.2748 $18,035.52 $4,955.26 Single Family
3 SubdivisionName PRIOR SOUTH Lot 003 Block 001
SubdivisionCd 25017 16575 FRANKLIN TRL SE 250170030 JOLITZ PATRICK A 16575 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.2671 0.2671 $18,035.52 $4,817.65 Single Family
4 SubdivisionName PRIOR SOUTH Lot 004 Block 001
SubdivisionCd 25017 16563 FRANKLIN TRL SE 250170040 LANDGREN STEVEN C & LYNN S 16563 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.2870 0.2870 $18,035.52 $5,176.01 Single Family
5 SubdivisionName PRIOR SOUTH Lot 005 Block 001
SubdivisionCd 25017 16551 FRANKLIN TRL SE 250170050 STUNES JESSE 16551 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.2666 0.2666 $18,035.52 $4,808.09 Single Family
6 SubdivisionName PRIOR SOUTH Lot 006 Block 001
SubdivisionCd 25017 16539 FRANKLIN TRL SE 250170060 FREUNDSCHUH DOUGLAS & MICHELLE 16539 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.3103 0.3103 $18,035.52 $5,596.06 Single Family
7 SubdivisionName PRIOR SOUTH Lot 025 Block 001
SubdivisionCd 25017 16623 FRANKLIN TRL SE 250170250 STEINHAUS ERIC J & KERRE S 16623 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.2850 0.2850 $18,035.52 $5,139.58 Single Family
8 SubdivisionName PRIOR SOUTH Lot 026 Block 001
SubdivisionCd 25017 16611 FRANKLIN TRL SE 250170260 STANKE BRADLEY S 16611 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.3320 0.3320 $18,035.52 $5,988.51 Single Family
9 SubdivisionName PRIOR SOUTH Lot 001 Block 002
SubdivisionCd 25017 16525 FRANKLIN TRL SE 250170270 NORBY KEVIN M & JILL L 16525 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.3629 0.3629 $18,035.52 $6,544.55 Single Family
10
SubdivisionName BLUFF HEIGHTS ADDN Lot 002
Block 002 SubdivisionCd 25019 COM 200' S NE COR,
SW 107.27' TO POB, SE 180.11', W TO SW COR, N
TO INT W POB, NE TO POB 16548 FRANKLIN TRL SE 250190051 ELIASON ARLENE 16548 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.4157 0.4157 $18,035.52 $7,497.55 Multifamily 4 Unit Apartment
11
SubdivisionName BLUFF HEIGHTS ADDN Lot 002
Block 002 SubdivisionCd 25019 COM 200' S OF NE
COR, SW 107.5 SE 180.11', E TO SE COR, N TO
POB.16538 FRANKLIN TRL SE 250190052 GREENTREE DEVELOPMENT CORP 323 NAUMKEAG ST S SHAKOPEE MN 55379 0.4688 0.4688 $18,035.52 $8,454.87 Multifamily 4 Unit Apartment
12 SubdivisionName BORGERDING 2ND ADDN Lot 001
Block 001 SubdivisionCd 25023 16517 FRANKLIN TRL SE 250230010 PERKINS WAYNE D 16517 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.4081 0.4081 $18,035.52 $7,360.12 Single Family
13 SubdivisionName BORGERDING 2ND ADDN Lot 002
Block 001 SubdivisionCd 25023 16511 FRANKLIN TRL SE 250230020 CARDINAL TRACY D 16511 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.3101 0.3101 $18,035.52 $5,593.54 Single Family
14 SubdivisionName BORGERDING 2ND ADDN Lot 003
Block 001 SubdivisionCd 25023 16503 FRANKLIN TRL SE 250230030 BRANDT DOROTHY 1000 BIRCH ST NE APT 324 LONSDALE MN 55046 0.3103 0.3103 $18,035.52 $5,596.96 Single Family
15 SubdivisionName BORGERDING 2ND ADDN Lot 004
Block 001 SubdivisionCd 25023 16497 FRANKLIN TRL SE 250230040 GORTER JOSHUA D 16497 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.3105 0.3105 $18,035.52 $5,600.39 Single Family
16 SubdivisionName BORGERDING 2ND ADDN Lot 005
Block 001 SubdivisionCd 25023 16489 FRANKLIN TRL SE 250230050 MUMM THOMAS M & PAULA J 16489 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.3107 0.3107 $18,035.52 $5,603.64 Single Family
17 SubdivisionName BORGERDING 2ND ADDN Lot 006
Block 001 SubdivisionCd 25023 16483 FRANKLIN TRL SE 250230060 SHARPE SUZANNE R 16483 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.3109 0.3109 $18,035.52 $5,607.06 Single Family
18 SubdivisionName BORGERDING 2ND ADDN Lot 007
Block 001 SubdivisionCd 25023 16475 FRANKLIN TRL SE 250230070 KOOP LYNN 16475 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.3318 0.3318 $18,035.52 $5,984.73 Single Family
19 SubdivisionName BORGERDING 2ND ADDN Lot 008
Block 001 SubdivisionCd 25023 16469 FRANKLIN TRL SE 250230080 LEMUS OSCAR GUTIERREZ 16469 FRANKLIN TR SE PRIOR LAKE MN 55372 0.3107 0.3107 $18,035.52 $5,604.18 Single Family
20 SubdivisionName CONDOMINIUM 1000 (AMENDED)
SubdivisionCd 25221 UNIT 120A 16670 FRANKLIN TRL SE 252210010 COMMUNITY HOME HEALTH INC 16670 FRANKLIN TRL SE # 12 PRIOR LAKE MN 55372 0.0433 0.0433 $18,035.52 $781.12 Commercial
21 SubdivisionName CONDO 1000 FRANK TRL AMEND
2 SubdivisionCd 25274 UNIT 120B 16670 FRANKLIN TRL SE 252740010 RADEMACHER SARAH A 16670 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.9616 0.9616 $18,035.52 $17,342.60 Commercial
22 SubdivisionName CONDO 1000 FRANK TRL AMEND
2 SubdivisionCd 25274 UNIT 120C 16670 FRANKLIN TRL SE 252740020 RINGER INVESTMENT GROUP LLC 5959 TIMBER TRL SE PRIOR LAKE MN 55372 0.0144 0.0144 $18,035.52 $259.17 Commercial
23 SubdivisionName REPLT LT 1 BLK 2 BLUFF HEIGHTS
Lot 001 Block 001 SubdivisionCd 25167 16578 FRANKLIN TRL SE 251670010 REINCO LLC 2400 HIGHLAND VIEW AVE BURNSVILLE MN 55337 0.4225 0.4225 $18,035.52 $7,619.47 Multifamily 4 Unit Apartment
24
SubdivisionName REPLT LT 1 BLK 2 BLUFF HEIGHTS
Lot 002 Block 001 SubdivisionCd 25167 & EAST 110'
OF S 10' OF LOT 3 16558 FRANKLIN TRL SE 251670020 REINCO LLC 2400 HIGHLAND VIEW AVE BURNSVILLE MN 55337 0.5399 0.5399 $18,035.52 $9,737.38 Multifamily 4 Unit Apartment
25 SubdivisionName BLUFF HEIGHTS 2ND ADDN Lot
001 Block 001 SubdivisionCd 25186 16612 FRANKLIN TRL SE 251860010 MOUDRY HIEP T & RAYMOND L MOUD 9425 YUKON AVE S BLOOMINGTON MN 55438 0.0204 0.0692 0.0896 $18,035.52 $1,615.29
Townhouse Unit with Prorated
Share of PID 251860090
26 SubdivisionName BLUFF HEIGHTS 2ND ADDN Lot
002 Block 001 SubdivisionCd 25186 16614 FRANKLIN TRL SE 251860020 UNLIMITED PAINTING LLC 1965 RASPBERRY LN SHAKOPEE MN 55379 0.0224 0.0762 0.0987 $18,035.52 $1,779.44
Townhouse Unit with Prorated
Share of PID 251860090
27 SubdivisionName BLUFF HEIGHTS 2ND ADDN Lot
003 Block 001 SubdivisionCd 25186 16618 FRANKLIN TRL SE 251860030 ROWAN CAPITAL INVESTMENTS LLC 14033 COMMERCE AVE NE PRIOR LAKE MN 55372 0.0216 0.0732 0.0948 $18,035.52 $1,709.66
Townhouse Unit with Prorated
Share of PID 251860090
28 SubdivisionName BLUFF HEIGHTS 2ND ADDN Lot
004 Block 001 SubdivisionCd 25186 16616 FRANKLIN TRL SE 251860040 LARSH IAH 16616 FRANKLIN TR SE PRIOR LAKE MN 55372 0.0208 0.0706 0.0913 $18,035.52 $1,647.01
Townhouse Unit with Prorated
Share of PID 251860090
Construction Method:
Total Assessible Acres:
Property Owner Address
29 SubdivisionName BLUFF HEIGHTS 2ND ADDN Lot
001 Block 002 SubdivisionCd 25186 4802 BLUFF HEIGHTS TRL SE 251860050 BRANSON WENDY K 4802 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0208 0.0707 0.0915 $18,035.52 $1,650.18
Townhouse Unit with Prorated
Share of PID 251860090
30 SubdivisionName BLUFF HEIGHTS 2ND ADDN Lot
002 Block 002 SubdivisionCd 25186 16606 FRANKLIN TRL SE 251860060 GUSTAD KRIS M 2815 PONDVIEW CURV VICTORIA MN 55386 0.0251 0.0853 0.1104 $18,035.52 $1,991.16
Townhouse Unit with Prorated
Share of PID 251860090
31 SubdivisionName BLUFF HEIGHTS 2ND ADDN Lot
003 Block 002 SubdivisionCd 25186 16608 FRANKLIN TRL SE 251860070 MARTINSON JAMIE L 16608 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.0214 0.0726 0.0940 $18,035.52 $1,695.38
Townhouse Unit with Prorated
Share of PID 251860090
32 SubdivisionName BLUFF HEIGHTS 2ND ADDN Lot
004 Block 002 SubdivisionCd 25186 4810 BLUFF HEIGHTS TRL SE 251860080 WIGE AMBER R 4810 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0180 0.0612 0.0792 $18,035.52 $1,428.94
Townhouse Unit with Prorated
Share of PID 251860090
33 SubdivisionName BLUFF HEIGHTS 2ND ADDN Lot O-
L Block 00A SubdivisionCd 25186 UND 1/2 INT 251860090 BLUFF HEIGHTS 2ND ADDN 16612 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.5790 0.5790 0.0000 $18,035.52 $0.00 Area Prorated to 8 Townhouses
34
Block 100 Lot UNT SubdivisionCd 25197
SubdivisionName CONDOMINIUM 1000 as amended
12/28/2010 16670 FRANKLIN TRL SE 251970010 PK THOMAS PROPERTIES LLC 5201 FROST POINT CIR PRIOR LAKE MN 55372 0.0504 0.0504 $18,035.52 $908.27 Commercial
35 SubdivisionName CONDOMINIUM 1000 Lot UNT Block
110 SubdivisionCd 25197 16670 FRANKLIN TRL SE 251970020 PK THOMAS PROPERTIES LLC 16670 FRANKLIN TRL SE # 11 PRIOR LAKE MN 55372 0.0110 0.0110 $18,035.52 $198.39 Commercial
36 SubdivisionName CONDOMINIUM 1000 Lot UNT Block
200 SubdivisionCd 25197 16670 FRANKLIN TRL SE 251970040 LAKE VISTA HOLDINGS LLC 16670 FRANKLIN TR PRIOR LAKE MN 55372 0.0141 0.0141 $18,035.52 $255.02 Commercial
37 SubdivisionName CONDOMINIUM 1000 Lot UNT Block
210 SubdivisionCd 25197 16670 FRANKLIN TRL SE 251970050 LAKE VISTA HOLDINGS LLC 16670 FRANKLIN TR PRIOR LAKE MN 55372 0.0398 0.0398 $18,035.52 $718.35 Commercial
38 SubdivisionName CONDOMINIUM 1000 Lot UNT Block
220 SubdivisionCd 25197 16670 FRANKLIN TRL SE 251970060 MCCLENAHAN GREGORY A 16670 FRANKLIN TR SE #240 PRIOR LAKE MN 55372 0.0131 0.0131 $18,035.52 $236.27 Commercial
39 SubdivisionName CONDOMINIUM 1000 Lot UNT Block
230 SubdivisionCd 25197 16670 FRANKLIN TRL SE 251970070 MCCLENAHAN GREGORY A 5212 HOPE ST SE PRIOR LAKE MN 55372 0.0231 0.0231 $18,035.52 $416.62 Commercial
40 SubdivisionName CONDOMINIUM 1000 Lot UNT Block
240 SubdivisionCd 25197 16670 FRANKLIN TRL SE 251970080 MCCLENAHAN GREGORY A 5212 HOPE ST SE PRIOR LAKE MN 55372 0.0188 0.0188 $18,035.52 $339.25 Commercial
41 SubdivisionName CONDOMINIUM 1000 Lot UNT Block
250 SubdivisionCd 25197 16670 FRANKLIN TRL SE 251970090 MCDONALD MICHAEL W 16670 FRANKLIN TRL SE STE PRIOR LAKE MN 55372 0.0360 0.0360 $18,035.52 $648.56 Commercial
42 SubdivisionName CONDOMINIUM 1000 Lot UNT Block
260 SubdivisionCd 25197 251970100 DRS PROPERTIES & C/O DAVE RYAN 5315 CROSSANDRA ST SE PRIOR LAKE MN 55372 0.0065 0.0065 $18,035.52 $116.87 Commercial
43
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 1-A SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100010 SAF HOLDING LLC PO BOX 790 PRIOR LAKE MN 55372 0.0274 0.0889 0.1163 $18,035.52 $2,096.94 1A CONDO
44
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 2-A SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100020 JOAN B GAST REVOCABLE TRUST 16534 FRANKLIN TRL SE 2A PRIOR LAKE MN 55372 0.0214 0.0695 0.0909 $18,035.52 $1,638.95 2A CONDO
45
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 3-A SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100030 PANKAKE KELLEY L 16534 FRANKLIN TR SE #3A PRIOR LAKE MN 55372 0.0222 0.0721 0.0944 $18,035.52 $1,701.75 3A CONDO
46
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 4-A SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100040 ROBERT CLAYMORE INC PO BOX 565 PRIOR LAKE MN 55372 0.0180 0.0585 0.0765 $18,035.52 $1,379.32 4A CONDO
47
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 5-A SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100050 CARLSON SCOTT L 16534 FRANKLIN TRL SE STE PRIOR LAKE MN 55372 0.0182 0.0590 0.0772 $18,035.52 $1,391.58 5A CONDO
48
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 6-A SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100060 SMJ INVESTMENTS LLC 15359 WOOD DUCK TRL NW PRIOR LAKE MN 55372 0.0180 0.0585 0.0765 $18,035.52 $1,379.32 6A CONDO
49
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 7-A SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100070 BANKS ISAAC 16534 FRANKLIN TRL SE #7A PRIOR LAKE MN 55372 0.0218 0.0706 0.0924 $18,035.52 $1,666.52 7A CONDO
50
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 8-A SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100080 BOETTCHER CARMEN M 16534 FRANKLIN TRL SE # 8A PRIOR LAKE MN 55372 0.0214 0.0696 0.0910 $18,035.52 $1,642.02 8A CONDO
51
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 1-B SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100090 BARRETT JOHN 15359 WOOD DUCK TRL NW PRIOR LAKE MN 55372 0.0274 0.0889 0.1163 $18,035.52 $2,096.94 1B CONDO
52
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 2-B SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100100 XU JIANZHONG 12337 HARVARD AVE EDEN PRAIRIE MN 55347 0.0214 0.0695 0.0909 $18,035.52 $1,638.95 2B CONDO
53
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 3-B SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100110 CUNNINGHAM ROBERT T PO BOX 162 PRIOR LAKE MN 55372 0.0222 0.0721 0.0944 $18,035.52 $1,701.75 3B CONDO
54
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 4-B SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100120 RHODE DAVID B & BARBARA J 20295 PANAMA AVE PRIOR LAKE MN 55372 0.0180 0.0585 0.0765 $18,035.52 $1,379.32 4B CONDO
55
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 5-B SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100130 LAABS GENELL M 16534 FRANKLIN TRL SE UNIT PRIOR LAKE MN 55372 0.0182 0.0590 0.0772 $18,035.52 $1,391.58 5B CONDO
56
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 6-B SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100140 STASNEY JOHN F 307 W IDEAL ST DULUTH MN 55811 0.0180 0.0585 0.0765 $18,035.52 $1,379.32 6B CONDO
57
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 7-B SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100150 BURT SUSAN RAE 16534 FRANKLIN TR SE #7B PRIOR LAKE MN 55372 0.0218 0.0706 0.0924 $18,035.52 $1,666.52 7B CONDO
58
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 8-B SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100160 ELSTER LLC 15161 AQUILA AVE SAVAGE MN 55378 0.0214 0.0696 0.0910 $18,035.52 $1,642.02 8B CONDO
59
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 1-C SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100170 KUKACKA ROXANN R 6700 146 ST W SAVAGE MN 55378 0.0274 0.0889 0.1163 $18,035.52 $2,096.94 1C CONDO
60
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 2-C SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100180 ROBERT CLAYMORE INC 15380 RED OAKS RD SE PRIOR LAKE MN 55372 0.0214 0.0695 0.0909 $18,035.52 $1,638.95 2C CONDO
61
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 3-C SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100190 ROBERT CLAYMORE INC 15380 RED OAKS RD SE PRIOR LAKE MN 55372 0.0222 0.0721 0.0944 $18,035.52 $1,701.75 3C CONDO
62
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 4-C SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100200 KOSKELIN JOHANNA L 16534 FRANKLIN TRL SE # 4C PRIOR LAKE MN 55372 0.0180 0.0585 0.0765 $18,035.52 $1,379.32 4C CONDO
63
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 5-C SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100210 CLAYMORE INC PO BOX 565 PRIOR LAKE MN 55372 0.0182 0.0590 0.0772 $18,035.52 $1,391.58 5C CONDO
64
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 6-C SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100220 DING JIAN 16534 FRANKLIN TRL SE # 6C PRIOR LAKE MN 55372 0.0180 0.0585 0.0765 $18,035.52 $1,379.32 6C CONDO
65
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 7-C SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100230 SCHNEIDER MARK 25370 CEDAR AVE FARMINGTON MN 55024 0.0218 0.0706 0.0924 $18,035.52 $1,666.52 7C CONDO
66
SubdivisionName CONDOMINIUM 1002
PENNINGTON PL Lot UNT Block 8-C SubdivisionCd
25210 16534 FRANKLIN TRL SE 252100240 CLAYMORE INC PO BOX 565 PRIOR LAKE MN 55372 0.0214 0.0696 0.0910 $18,035.52 $1,642.02 8C CONDO
67 SubdivisionName CONDOMINIUM 1002
PENNINGTON PL SubdivisionCd 25210 16534 FRANKLIN TRL SE CONDOMINIUM 1002 0 0 0 1.6400 1.6400 0.0000 $18,035.52 $0.00 Area Prorated to 24 Condos
68
Section 02 Township 114 Range 022 SubdivisionName
CIC 1136 BLUFF HTS APTS Lot UNT SubdivisionCd
25414 254140010 BLUFF HEIGHTS APARTMENTS 5212 HOPE ST SE PRIOR LAKE MN 55372 3.6091 1.1000 2.5091 $18,035.52 $45,252.39 Apartment Common Area
69
Section 02 Township 114 Range 022 SubdivisionName
CIC 1136 BLUFF HTS APTS Lot UNT SubdivisionCd
25414 254140020 SCOTT COUNTY CDA 323 NAUMKEAG ST S SHAKOPEE MN 55379 0.5545 0.5545 $18,035.52 $10,000.16 Apartment Footprint
70
Section 01 Township 114 Range 022 P/O SW1/4
NW1/4 & P/O NW1/4 SW1/4 COM ON W LINE OF
SW1/4 125' N, E 306.79', RIGHT 197.51', SW TO W
LINE NW1/4, N TO POB EX .49A 16516 FRANKLIN TRL SE 259010050 FRANKLIN TRL LIMITED PARTNERSH 6409 CITY PKY W # 102 EDEN PRAIRIE MN 55344 1.5541 1.5541 $18,035.52 $28,029.19 24 Apartments
71
Section 01 Township 114 Range 022 NW1/4 SW1/4
COM NW COR, S'ERLY ALONG W LINE 139.73' TO
POB, S ALONG W LINE 105.25', N 58-46- 16 E 240', N
31-13-44 W 90', S 58-46-16 W 185.43' TO POB.16530 FRANKLIN TRL SE 259010060 HYNES KRISTINE A 16530 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.4421 0.4421 $18,035.52 $7,974.05 Single Family
72
Section 02 Township 114 Range 022 N'ERLY P/O
TRIANG, PARCEL IN NW1/4 SE1/4 LYING SE OF
HWY 259020390 ALBRIGHT REAL ESTATE LLC 16680 FRANKLIN TRL SE PRIOR LAKE MN 55372 0.7093 0.7093 $18,035.52 $12,793.32 Commercial
73
SubdivisionName REPLT LT 1 BLK 2 BLUFF HEIGHTS
Lot 003 Block 001 SubdivisionCd 25167 EX E 110' OF
S 10'4811 BLUFF HEIGHTS TRL SE 251670030 NGUYEN HOA D & CYNTHIA V 7287 FALMOUTH CURV SHAKOPEE MN 55379 0.4166 0.4166 $18,035.52 $7,514.14 Multifamily 4 unit Apartment
74 SubdivisionName REPLT LT 1 BLK 2 BLUFF HEIGHTS
Lot 004 Block 001 SubdivisionCd 25167 4833 BLUFF HEIGHTS TRL SE 251670040 STALTER JOHN W & AMY 23226 BALSA AVE PRIOR LAKE MN 55372 0.4740 0.4740 $18,035.52 $8,548.12 Multifamily 4 unit Apartment
75 SubdivisionName CIC 1027 BLUFF HEIGHTS
TOWNHM Lot UNT Block 001 SubdivisionCd 25319 4818 BLUFF HEIGHTS TRL SE 253190010 WINICK JENNIFER A 3120 HOLLY LN N PLYMOUTH MN 55447 0.0313 0.1274 0.1586 $18,035.52 $2,860.54
Townhouse Unit with Prorated
Share of PID 253190040
76 SubdivisionName CIC 1027 BLUFF HEIGHTS
TOWNHM Lot UNT Block 002 SubdivisionCd 25319 4820 BLUFF HEIGHTS TRL SE 253190020 JACOBSON HALEY 4820 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0308 0.1256 0.1564 $18,035.52 $2,820.26
Townhouse Unit with Prorated
Share of PID 253190040
77 SubdivisionName CIC 1027 BLUFF HEIGHTS
TOWNHM Lot UNT Block 003 SubdivisionCd 25319 4822 BLUFF HEIGHTS TRL SE 253190030 MILLER NATHAN P & ALISSA R 4822 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0386 0.1574 0.1961 $18,035.52 $3,536.08
Townhouse Unit with Prorated
Share of PID 253190040
78 SubdivisionName CIC 1027 BLUFF HEIGHTS
TOWNHM SubdivisionCd 25319 COMMON AREA 253190040 PREMIER DEVELOPMENT CO & LARRY 20664 LAKE RIDGE DR PO BOX PRIOR LAKE MN 55372 0.8223 0.8223 0.0000 $18,035.52 $0.00 Area Prorated to 6 Townhouses
79 SubdivisionName CIC 1027 BLUFF HEIGHTS
TOWNHM Lot UNT Block 004 SubdivisionCd 25319 4828 BLUFF HEIGHTS TRL SE 253190050 DEMING DENIECE 4828 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0320 0.1302 0.1622 $18,035.52 $2,924.62
Townhouse Unit with Prorated
Share of PID 253190040
80 SubdivisionName CIC 1027 BLUFF HEIGHTS
TOWNHM Lot UNT Block 005 SubdivisionCd 25319 4826 BLUFF HEIGHTS TRL SE 253190060 MOURNING JOAN F 4826 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0310 0.1264 0.1574 $18,035.52 $2,839.49
Townhouse Unit with Prorated
Share of PID 253190040
81 SubdivisionName CIC 1027 BLUFF HEIGHTS
TOWNHM Lot UNT Block 006 SubdivisionCd 25319 4824 BLUFF HEIGHTS TRL SE 253190070 RAUSCH PAUL 4824 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0381 0.1553 0.1934 $18,035.52 $3,487.57
Townhouse Unit with Prorated
Share of PID 253190040
82
SubdivisionName BLUFF HEIGHTS ADDN Lot 002
Block 002 SubdivisionCd 25019 COM ON E LINE 200'
S OF NE COR SW PARALLEL TO N LINE 107.27' TO
POB, SW TO PT ON W LINE, N TO NW COR, E TO
PT 107.5' W OF NE COR, S TO POB.16556 FRANKLIN TRL SE 250190050 STALTER JOHN W & AMY 23226 BALSA AVE PRIOR LAKE MN 55372 0.4301 0.4301 $18,035.52 $7,756.18 Multifamily 4 Unit Apartment
83
SubdivisionName BLUFF HEIGHTS ADDN Lot 002
Block 002 SubdivisionCd 25019 COM PT ON E LINE
200' S OF NE COR, SW 107.27', N'ERLY TO PT
107.50' W OF NE COR, NE 107.5' TO NE COR, S 200'
TO POB.16554 FRANKLIN TRL SE 250190054 STALTER JOHN W & AMY 23226 BALSA AVE PRIOR LAKE MN 55372 0.5477 0.5477 $18,035.52 $9,877.70 Multifamily 4 Unit Apartment
84
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 001 Block 001
SubdivisionCd 25402 5074 BLUFF HEIGHTS TRL SE 254020010 SCHOMMER JUSTIN NICOLAS 4091 EAU CLAIRE TRL NE PRIOR LAKE MN 55372 0.0468 0.0576 0.1044 $18,035.52 $1,883.52
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
85
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 002 Block 001
SubdivisionCd 25402 5072 BLUFF HEIGHTS TRL SE 254020020 C & M PROPERTIES OF MN LLC & %2700 HEATHER GREEN BLVD LA GRANGE KY 40031 0.0369 0.0455 0.0824 $18,035.52 $1,485.98
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
86
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 003 Block 001
SubdivisionCd 25402 5070 BLUFF HEIGHTS TRL SE 254020030 FELTS KEVIN L & LISA M 5070 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
87
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 004 Block 001
SubdivisionCd 25402 5068 BLUFF HEIGHTS TRL SE 254020040 JENSEN NICHOLAS BRANDON 5068 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
88
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 005 Block 001
SubdivisionCd 25402 5058 BLUFF HEIGHTS TRL SE 254020050 THAO GAODUA CHONG 5058 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
89
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 006 Block 001
SubdivisionCd 25402 5056 BLUFF HEIGHTS TRL SE 254020060 CARLSON PEGGY PO BOX 1075 LAKE JUNALUSKA NC 28745 0.0382 0.0470 0.0852 $18,035.52 $1,536.68
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
90
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 007 Block 001
SubdivisionCd 25402 5054 BLUFF HEIGHTS TRL SE 254020070 BARRETT JOHN 15359 WOOD DUCK TRL NW PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
91
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 008 Block 001
SubdivisionCd 25402 5052 BLUFF HEIGHTS TRL SE 254020080 HARRIS JASON R 1915 WASHBURN AVE N MINNEAPOLIS MN 55411 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
92
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 009 Block 001
SubdivisionCd 25402 5042 BLUFF HEIGHTS TRL SE 254020090 YABLOCHKIN VLADIMIR D 5042 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
93
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 010 Block 001
SubdivisionCd 25402 5040 BLUFF HEIGHTS TRL SE 254020100 KOVDIY VLADIMIR 5040 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
94
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 011 Block 001
SubdivisionCd 25402 5038 BLUFF HEIGHTS TRL SE 254020110 HERMAN KAYLA N 5038 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
95
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 012 Block 001
SubdivisionCd 25402 5036 BLUFF HEIGHTS TRL SE 254020120 MALECHA LYLE J & CHRISTINE D 5036 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
96
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 013 Block 001
SubdivisionCd 25402 5026 BLUFF HEIGHTS TRL SE 254020130 RADEL STEPHANIE I 1435 BUTTERFLY LN JORDAN MN 55352 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
97
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 014 Block 001
SubdivisionCd 25402 5024 BLUFF HEIGHTS TRL SE 254020140 HUBBARD KARLA M 5024 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
98
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 015 Block 001
SubdivisionCd 25402 5022 BLUFF HEIGHTS TRL SE 254020150 JOSWIAK ROBERT C & JAMES A GRE 20643 HAZELWOOD TRL LAKEVILLE MN 55044 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
99
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 016 Block 001
SubdivisionCd 25402 5020 BLUFF HEIGHTS TRL SE 254020160 MATTSON DAVID R 1802 SWAN LAKE RD DULUTH MN 55811 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
100
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 017 Block 001
SubdivisionCd 25402 5010 BLUFF HEIGHTS TRL SE 254020170 LANDREVILLE KRISTIN K 5010 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0457 0.0562 0.1018 $18,035.52 $1,836.85
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
101
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 018 Block 001
SubdivisionCd 25402 5008 BLUFF HEIGHTS TRL SE 254020180 RASMUSSEN DARIN 5008 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,536.68
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
102
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 019 Block 001
SubdivisionCd 25402 5006 BLUFF HEIGHTS TRL SE 254020190 MALENKE NICOLE 5006 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,536.68
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
103
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 020 Block 001
SubdivisionCd 25402 5004 BLUFF HEIGHTS TRL SE 254020200 SEARCY RANDALL C 5004 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
104
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 021 Block 001
SubdivisionCd 25402 4994 BLUFF HEIGHTS TRL SE 254020210 JOSEPHSON CHAD 4994 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0321 0.0395 0.0715 $18,035.52 $1,289.62
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
105
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 021 Block 001
SubdivisionCd 25402 254020211 JOSEPHSON CHAD 4994 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0135 0.0166 0.0301 $18,035.52 $542.40
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
106
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 022 Block 001
SubdivisionCd 25402 4992 BLUFF HEIGHTS TRL SE 254020220 BISTRUP NANCY 4992 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
107
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 023 Block 001
SubdivisionCd 25402 4990 BLUFF HEIGHTS TRL SE 254020230 MALLMANN JOAN L 4990 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,536.68
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
108
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 024 Block 001
SubdivisionCd 25402 4988 BLUFF HEIGHTS TRL SE 254020240 LOUBIER KEVIN J 4988 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
109
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 025 Block 001
SubdivisionCd 25402 4972 BLUFF HEIGHTS TRL SE 254020250 GRAFF THOMAS G 5415 ALDRICH AVE S MINNEAPOLIS MN 55419 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
110
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 026 Block 001
SubdivisionCd 25402 4970 BLUFF HEIGHTS TRL SE 254020260 GIDEON BARAK & AMANDA L 908 SOUTHWIND DR BURNSVILLE MN 55306 0.0382 0.0470 0.0852 $18,035.52 $1,536.68
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
111
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 027 Block 001
SubdivisionCd 25402 4968 BLUFF HEIGHTS TRL SE 254020270 BOARDMAN COLE 4968 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
112
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 028 Block 001
SubdivisionCd 25402 4966 BLUFF HEIGHTS TRL SE 254020280 KREYER MOLLY 4966 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
113
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 029 Block 001
SubdivisionCd 25402 4956 BLUFF HEIGHTS TRL SE 254020290 BOEGEMAN CHEREE R 4956 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
114
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 030 Block 001
SubdivisionCd 25402 4954 BLUFF HEIGHTS TRL SE 254020300 C & M PROPERTIES OF MN LLC & %2700 HEATHER GREEN BLVD LA GRANGE KY 40031 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
115
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 031 Block 001
SubdivisionCd 25402 4952 BLUFF HEIGHTS TRL SE 254020310 NOVAK JEFFREY D 4952 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,536.68
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
116
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 032 Block 001
SubdivisionCd 25402 4950 BLUFF HEIGHTS TRL SE 254020320 CHAPLIN KELSEY M 15946 SUNFISH TRL SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
117
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 033 Block 001
SubdivisionCd 25402 4940 BLUFF HEIGHTS TRL SE 254020330 GROBE SAMUEL J & LARA BETTINGE 5800 LOUIS AVE MINNETONKA MN 55345 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
118
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 034 Block 001
SubdivisionCd 25402 4938 BLUFF HEIGHTS TRL SE 254020340 OGREN DAVID A 4940 BLUFF HEIGHTS TRL PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
119
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 035 Block 001
SubdivisionCd 25402 4936 BLUFF HEIGHTS TRL SE 254020350 BORWEGE BONNIE L 10325 WYOMING AVE S BLOOMINGTON MN 55438 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
120
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 036 Block 001
SubdivisionCd 25402 4934 BLUFF HEIGHTS TRL SE 254020360 PHAM PHUONG 4934 BLUFF HEIGHTS TRL PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
121
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 037 Block 001
SubdivisionCd 25402 4924 BLUFF HEIGHTS TRL SE 254020370 MOLGREN RICHARD E & DONNA M 4924 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
122
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 038 Block 001
SubdivisionCd 25402 4922 BLUFF HEIGHTS TRL SE 254020380 KOECHELER KYLEE 4922 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
123
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 039 Block 001
SubdivisionCd 25402 4920 BLUFF HEIGHTS TRL SE 254020390 PRIOR LAKE RE LLC 4270 QUAKER TR NE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
124
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 040 Block 001
SubdivisionCd 25402 4918 BLUFF HEIGHTS TRL SE 254020400 C & M PROPERTIES OF MN LLC & %2700 HEATHER GREEN BLVD LA GRANGE KY 40031 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
125
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 041 Block 001
SubdivisionCd 25402 4908 BLUFF HEIGHTS TRL SE 254020410 NAGLE KEVIN 4908 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
126
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 042 Block 001
SubdivisionCd 25402 4906 BLUFF HEIGHTS TRL SE 254020420 C & M PROPERTIES OF MN LLC & %2700 HEATHER GREEN BLVD LA GRANGE KY 40031 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
127
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 043 Block 001
SubdivisionCd 25402 4904 BLUFF HEIGHTS TRL SE 254020430 EDEN LAKE HOMES LLC 23991 NEWPORT AVE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
128
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 044 Block 001
SubdivisionCd 25402 4902 BLUFF HEIGHTS TRL SE 254020440 MEISTER JR RICHARD A 4701 W OLD SHAKOPEE RD BLOOMINGTON MN 55437 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
129
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 045 Block 001
SubdivisionCd 25402 4892 BLUFF HEIGHTS TRL SE 254020450 PADMANABHAN SANDHYA MOMULA 6933 EDINGTON CIR SHAKOPEE MN 55379 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
130
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 046 Block 001
SubdivisionCd 25402 4890 BLUFF HEIGHTS TRL SE 254020460 KASS BARBARA 4890 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
131
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 047 Block 001
SubdivisionCd 25402 4888 BLUFF HEIGHTS TRL SE 254020470 RIKBERG DMITRIY 4888 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0470 0.0852 $18,035.52 $1,537.08
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
132
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 048 Block 001
SubdivisionCd 25402 4886 BLUFF HEIGHTS TRL SE 254020480 HERBES JAMES & DIANNA L STEVEN 4886 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0561 0.1016 $18,035.52 $1,832.42
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
133
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 049 Block 001
SubdivisionCd 25402 4876 BLUFF HEIGHTS TRL SE 254020490 MITTAG SARAH 4876 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0457 0.0563 0.1020 $18,035.52 $1,840.07
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
134
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 050 Block 001
SubdivisionCd 25402 4874 BLUFF HEIGHTS TRL SE 254020500 GLEISNER GARY J & LINDA M & GL 1535 PAYNE ST S NEW ULM MN 56073 0.0387 0.0476 0.0863 $18,035.52 $1,555.59
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
135
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 051 Block 001
SubdivisionCd 25402 4872 BLUFF HEIGHTS TRL SE 254020510 PRIOR LAKE RE LLC 4270 QUAKER TRL NE PRIOR LAKE MN 55372 0.0389 0.0479 0.0869 $18,035.52 $1,566.45
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
136
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 052 Block 001
SubdivisionCd 25402 4870 BLUFF HEIGHTS TRL SE 254020520 PRIOR LAKE RE LLC 4270 QUAKER TRL NE PRIOR LAKE MN 55372 0.0468 0.0576 0.1044 $18,035.52 $1,883.52
Townhouse Unit with Prorated
Share of PID 254020530 &
254020531
137
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 001 Block 003
SubdivisionCd 25402 5015 BLUFF HEIGHTS TRL SE 254020670 HAAG JARED C 1033 LACY LN BELLE PLAINE MN 56011 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
138
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 002 Block 003
SubdivisionCd 25402 5013 BLUFF HEIGHTS TRL SE 254020680 ROTH WENDI M 5013 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
139
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 003 Block 003
SubdivisionCd 25402 5011 BLUFF HEIGHTS TRL SE 254020690 TRAN YEN K 5011 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
140
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 004 Block 003
SubdivisionCd 25402 5009 BLUFF HEIGHTS TRL SE 254020700 KAZYNSKI JANET M 5009 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
141
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 005 Block 003
SubdivisionCd 25402 4995 BLUFF HEIGHTS TRL SE 254020710 JENKS ROXANNE M 4995 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
142
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 006 Block 003
SubdivisionCd 25402 4993 BLUFF HEIGHTS TRL SE 254020720 JORDAN BRADLEE A 4993 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
143
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 007 Block 003
SubdivisionCd 25402 4991 BLUFF HEIGHTS TRL SE 254020730 KONS BART & JENNIFER 7445 154 ST W SAVAGE MN 55378 0.0382 0.0480 0.0861 $18,035.52 $1,553.61
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
144
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 008 Block 003
SubdivisionCd 25402 4989 BLUFF HEIGHTS TRL SE 254020740 CARPENTER JAMES M & SARAH A 4989 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
145
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 009 Block 003
SubdivisionCd 25402 4959 BLUFF HEIGHTS TRL SE 254020750 YABLOCHKIN SERGEY 4959 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
146
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 010 Block 003
SubdivisionCd 25402 4957 BLUFF HEIGHTS TRL SE 254020760 TAM KYLE 4957 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
147
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 011 Block 003
SubdivisionCd 25402 4955 BLUFF HEIGHTS TRL SE 254020770 EDEN LAKE HOMES LLC 23991 NEWPORT AVE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
148
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 012 Block 003
SubdivisionCd 25402 4953 BLUFF HEIGHTS TRL SE 254020780 GIBBISH JUSTIN 4953 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
149
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 013 Block 003
SubdivisionCd 25402 4943 BLUFF HEIGHTS TRL SE 254020790 WEERNINK KAITLYN A 4943 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
150
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 014 Block 003
SubdivisionCd 25402 4941 BLUFF HEIGHTS TRL SE 254020800 KLINE PAUL 4941 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
151
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 015 Block 003
SubdivisionCd 25402 4939 BLUFF HEIGHTS TRL SE 254020810 ANDERSON RUSSELL M 6020 BOULDER RIDGE DR ROCKFORD MN 55373 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
152
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 016 Block 003
SubdivisionCd 25402 4937 BLUFF HEIGHTS TRL SE 254020820 MOEHRING JOHN P 4429 FOX HUNT CT NE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
153
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 017 Block 003
SubdivisionCd 25402 4927 BLUFF HEIGHTS TRL SE 254020830 PHAM PHIEN 4927 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
154
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 018 Block 003
SubdivisionCd 25402 4925 BLUFF HEIGHTS TRL SE 254020840 BREEGGEMANN BRADLEY D 305 HERITAGE TRL NE NEW PRAGUE MN 56071 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
155
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 019 Block 003
SubdivisionCd 25402 4923 BLUFF HEIGHTS TRL SE 254020850 MALAY JORDAN 13924 SNAPPER FIN LN TAMPA FL 33637 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
156
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 020 Block 003
SubdivisionCd 25402 4921 BLUFF HEIGHTS TRL SE 254020860 WILLIAMS ASHLEY V 4921 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
157
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 021 Block 003
SubdivisionCd 25402 4909 BLUFF HEIGHTS TRL SE 254020870 DONALDSON WILLIAM PO BOX 21271 SAINT PAUL MN 55121 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
158
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 022 Block 003
SubdivisionCd 25402 4907 BLUFF HEIGHTS TRL SE 254020880 CARLSON KARLYN 4907 BLUFF HEIGHTS TRL SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0861 $18,035.52 $1,553.61
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
159
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 023 Block 003
SubdivisionCd 25402 4905 BLUFF HEIGHTS TRL SE 254020890 KRIEGER ERIC T & REBECCA M KRI 595 HAHN DR SHAKOPEE MN 55379 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
160
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 024 Block 003
SubdivisionCd 25402 4903 BLUFF HEIGHTS TRL SE 254020900 DORN RYAN J 4903 BLUFF HEIGHTS TR SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
161
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 025 Block 003
SubdivisionCd 25402 16528 TIMBER CREST DR SE 254020910 TERWILLIGER NIKOLAS RAMON 16528 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0443 0.0556 0.0999 $18,035.52 $1,800.95
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
162
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 026 Block 003
SubdivisionCd 25402 16526 TIMBER CREST DR SE 254020920 BARTLETT KELLY J 1200 HYDE PARK S SIOUX FALLS SD 57106 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
163
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 027 Block 003
SubdivisionCd 25402 16524 TIMBER CREST DR SE 254020930 KOPPING LEO W & RUBY L 16524 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
164
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 028 Block 003
SubdivisionCd 25402 16522 TIMBER CREST DR SE 254020940 STUBBS ALEX A 16522 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
165
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 029 Block 003
SubdivisionCd 25402 16498 TIMBER CREST DR SE 254020950 BERSCHEIT CHRISTOPHER J 138 SUNSET DR BELLE PLAINE MN 56011 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
166
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 030 Block 003
SubdivisionCd 25402 16496 TIMBER CREST DR SE 254020960 HJORT LIVING TRUST 3814 GREEN HEIGHTS TR PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
167
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 031 Block 003
SubdivisionCd 25402 16494 TIMBER CREST DR SE 254020970 MARTIN JUSTIN B 3362 SKINNER ST SW PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
168
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 032 Block 003
SubdivisionCd 25402 16492 TIMBER CREST DR SE 254020980 HERTZFELD ELIZABETH 16492 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
169
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 033 Block 003
SubdivisionCd 25402 16476 TIMBER CREST DR SE 254020990 BELL CHARLES E JR 16476 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
170
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 034 Block 003
SubdivisionCd 25402 16474 TIMBER CREST DR SE 254021000 MAAS JOHN M SR 2542 EMMA RD BASALT CO 81621 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
171
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 035 Block 003
SubdivisionCd 25402 16472 TIMBER CREST DR SE 254021010 BOULEY STEVEN 16472 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
172
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 036 Block 003
SubdivisionCd 25402 16470 TIMBER CREST DR SE 254021020 CARLSON TERI L 16470 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
173
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 037 Block 003
SubdivisionCd 25402 16448 TIMBER CREST DR SE 254021030 ETTER BETH M 16448 TIMBERCREST DR SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
174
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 038 Block 003
SubdivisionCd 25402 16446 TIMBER CREST DR SE 254021040 MARTIN JEAN M 16446 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
175
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 039 Block 003
SubdivisionCd 25402 16444 TIMBER CREST DR SE 254021050 PAVLO MARCY K 16444 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
176
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 040 Block 003
SubdivisionCd 25402 16442 TIMBER CREST DR SE 254021060 CONAWAY MICHAEL W 2355 AQUILA AVE N MINNEAPOLIS MN 55427 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
177
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 041 Block 003
SubdivisionCd 25402 16396 TIMBER CREST DR SE 254021070 PHILLIPS JOEL & JULIE ANDREASE 2780 LIMERICK ST PRIOR LAKE MN 55372 0.0481 0.0604 0.1084 $18,035.52 $1,955.54
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
178
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 042 Block 003
SubdivisionCd 25402 16394 TIMBER CREST DR SE 254021080 ROOD STEVEN K 16394 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
179
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 043 Block 003
SubdivisionCd 25402 16392 TIMBER CREST DR SE 254021090 HOLMES ELIZABETH A 23130 WOODLAND RIDGE DR LAKEVILLE MN 55044 0.0382 0.0480 0.0861 $18,035.52 $1,553.61
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
180
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 044 Block 003
SubdivisionCd 25402 16390 TIMBER CREST DR SE 254021100 GAJRIA PARESH G 16390 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0430 0.0540 0.0970 $18,035.52 $1,749.69
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
181
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 045 Block 003
SubdivisionCd 25402 16378 TIMBER CREST DR SE 254021110 ANDERSON SCOTT L 16872 DIAMONTE PATH LAKEVILLE MN 55044 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
182
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 046 Block 003
SubdivisionCd 25402 16376 TIMBER CREST DR SE 254021120 ALDERMAN KATHRYN M 16376 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
183
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 047 Block 003
SubdivisionCd 25402 16374 TIMBER CREST DR SE 254021130 ROGERS KEITH A 16374 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0382 0.0480 0.0862 $18,035.52 $1,554.02
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
184
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 048 Block 003
SubdivisionCd 25402 16372 TIMBER CREST DR SE 254021140 SMITH FRANCIS G 4456 OVERLOOK DR SE PRIOR LAKE MN 55372 0.0455 0.0572 0.1027 $18,035.52 $1,852.62
Townhouse Unit with Prorated
Share of PID 254021150 &
254021151
185
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
001 SubdivisionCd 25410 16313 TIMBER CREST DR SE 254100010 TRAN WILLIAM T PO BOX 385456 BLOOMINGTON MN 55438 0.0118 0.0444 0.0562 $18,035.52 $1,013.87
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
186
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
002 SubdivisionCd 25410 16317 TIMBER CREST DR SE 254100020 WOELFLE JACOB 16317 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0111 0.0416 0.0527 $18,035.52 $950.45
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
187
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
003 SubdivisionCd 25410 16321 TIMBER CREST DR SE 254100030 FREMMING DEREK J 16321 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0111 0.0416 0.0527 $18,035.52 $949.59
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
188
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
004 SubdivisionCd 25410 16325 TIMBER CREST DR SE 254100040 FERRERA STEVEN R & STACY L 16325 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0110 0.0413 0.0524 $18,035.52 $944.45
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
189
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
005 SubdivisionCd 25410 16331 TIMBER CREST DR SE 254100050 NATIONSTAR MORTGAGE LLC 8950 CYPRESS WATERS BLVD COPPELL TX 75019 0.0110 0.0413 0.0524 $18,035.52 $944.45
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
190
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
006 SubdivisionCd 25410 16335 TIMBER CREST DR SE 254100060 IRMITER CHALEY A 907 OAKWOOD HEIGHTS CIR ST PAUL MN 55123 0.0111 0.0416 0.0527 $18,035.52 $949.59
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
191
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
007 SubdivisionCd 25410 16339 TIMBER CREST DR SE 254100070 JAYPEG PROPERTIES 9542 E 16 FRONTAGE RD ONALASKA WI 54650 0.0111 0.0416 0.0527 $18,035.52 $950.45
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
192
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
008 SubdivisionCd 25410 16343 TIMBER CREST DR SE 254100080 OLSON HAILEY 16343 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0118 0.0444 0.0562 $18,035.52 $1,013.87
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
193
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
009 SubdivisionCd 25410 16349 TIMBER CREST DR SE 254100090 O'CONNELL ERIC D 16349 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0118 0.0444 0.0562 $18,035.52 $1,013.87
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
194
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
010 SubdivisionCd 25410 16353 TIMBER CREST DR SE 254100100 BALFANZ KEITH R & MARGARET 14537 SHORE CREST DR NW PRIOR LAKE MN 55372 0.0111 0.0416 0.0527 $18,035.52 $950.45
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
195
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
011 SubdivisionCd 25410 16357 TIMBER CREST DR SE 254100110 OSTBERG BRETANNE 16357 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0111 0.0416 0.0527 $18,035.52 $949.59
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
196
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
012 SubdivisionCd 25410 16361 TIMBER CREST DR SE 254100120 CARRICK NICOLE 16361 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0110 0.0413 0.0524 $18,035.52 $944.45
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
197
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
013 SubdivisionCd 25410 16367 TIMBER CREST DR SE 254100130 MONDATI DAVID J 16367 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0110 0.0413 0.0524 $18,035.52 $944.45
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
198
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
014 SubdivisionCd 25410 16371 TIMBER CREST DR SE 254100140 MOORE LISA 16371 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0111 0.0416 0.0527 $18,035.52 $949.59
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
199
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
015 SubdivisionCd 25410 16375 TIMBER CREST DR SE 254100150 HORTON FREDRICK H 16375 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0111 0.0416 0.0527 $18,035.52 $950.45
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
200
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
016 SubdivisionCd 25410 16379 TIMBER CREST DR SE 254100160 BARTH ANDREA M 16379 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0118 0.0444 0.0562 $18,035.52 $1,013.87
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
201
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
017 SubdivisionCd 25410 16385 TIMBER CREST DR SE 254100170 ANDERSON JARED BRYCE 16358 CREST DR SE PRIOR LAKE MN 55372 0.0118 0.0442 0.0560 $18,035.52 $1,010.44
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
202
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
018 SubdivisionCd 25410 16389 TIMBER CREST DR SE 254100180 PORTER HOLLY 16389 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0111 0.0415 0.0525 $18,035.52 $947.02
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
203
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
019 SubdivisionCd 25410 16393 TIMBER CREST DR SE 254100190 ROGERS SHERRIE 16393 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0110 0.0414 0.0525 $18,035.52 $946.16
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
204
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
020 SubdivisionCd 25410 16397 TIMBER CREST DR SE 254100200 WARD LISA M 18757 NATCHEZ AVE PRIOR LAKE MN 55372 0.0110 0.0412 0.0522 $18,035.52 $941.88
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
205
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
021 SubdivisionCd 25410 16403 TIMBER CREST DR SE 254100210 VANDY PROPERTIES LLC 9876 213 AVE NW ELK RIVER MN 55330 0.0110 0.0412 0.0522 $18,035.52 $941.02
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
206
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
022 SubdivisionCd 25410 16407 TIMBER CREST DR SE 254100220 BUSSE JESSICA L 3965 STATION PL NW PRIOR LAKE MN 55372 0.0110 0.0414 0.0525 $18,035.52 $946.16
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
207
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
023 SubdivisionCd 25410 16411 TIMBER CREST DR SE 254100230 TSCHIDA SAMANTHA 16411 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0111 0.0415 0.0525 $18,035.52 $947.02
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
208
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
024 SubdivisionCd 25410 16415 TIMBER CREST DR SE 254100240 YAEDKE ERIK D & KRISTINA L BUS 863 FOREST EDGE DR JORDAN MN 55352 0.0118 0.0443 0.0562 $18,035.52 $1,013.01
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
209
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
025 SubdivisionCd 25410 16429 TIMBER CREST DR SE 254100250 DAVIS BRAD E 16429 TIMBERCREST DR PRIOR LAKE MN 55372 0.0118 0.0442 0.0560 $18,035.52 $1,010.44
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
210
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
026 SubdivisionCd 25410 16433 TIMBER CREST DR SE 254100260 VANDY PROPERTIES LLC 9876 213 AVE NW ELK RIVER MN 55330 0.0111 0.0415 0.0525 $18,035.52 $947.02
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
211
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
027 SubdivisionCd 25410 16437 TIMBER CREST DR SE 254100270 HYATT LEAH ANN ETTERMAN 3396 GRIGGS ST SW PRIOR LAKE MN 55372 0.0111 0.0415 0.0525 $18,035.52 $947.02
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
212
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
028 SubdivisionCd 25410 16441 TIMBER CREST DR SE 254100280 BROOKS THOMAS J 18 CAMBRIDGE CT NORTH MANKATO MN 56003 0.0110 0.0412 0.0522 $18,035.52 $941.02
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
213
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
029 SubdivisionCd 25410 16447 TIMBER CREST DR SE 254100290 MUNRO MATTHEW J 2017 VIENNA LN EAGAN MN 55122 0.0110 0.0412 0.0522 $18,035.52 $941.88
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
214
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
030 SubdivisionCd 25410 16451 TIMBER CREST DR SE 254100300 SCHLANGEN NICOLE NOEL 16451 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0110 0.0414 0.0525 $18,035.52 $946.16
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
215
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
031 SubdivisionCd 25410 16455 TIMBER CREST DR SE 254100310 RUUSKA HEIDI A 16455 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0111 0.0415 0.0525 $18,035.52 $947.02
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
216
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
032 SubdivisionCd 25410 16459 TIMBER CREST DR SE 254100320 STEVENS DARREN C 16459 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0118 0.0443 0.0562 $18,035.52 $1,013.01
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
217
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
033 SubdivisionCd 25410 16465 TIMBER CREST DR SE 254100330 SOUTHERN JAMES P 1594 GLENCREST DR SAN MARCOS CA 92078 0.0118 0.0442 0.0560 $18,035.52 $1,010.44
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
218
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
034 SubdivisionCd 25410 16469 TIMBER CREST DR SE 254100340 MIEROW NICHOLAS 16469 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0110 0.0412 0.0522 $18,035.52 $941.02
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
219
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
035 SubdivisionCd 25410 16473 TIMBER CREST DR SE 254100350 STAVES TROY D 16473 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0110 0.0412 0.0521 $18,035.52 $940.16
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
220
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
036 SubdivisionCd 25410 16477 TIMBER CREST DR SE 254100360 RASHID RACHEL & HANI 6621 CARLISLE CURV SHAKOPEE MN 55379 0.0107 0.0400 0.0506 $18,035.52 $912.74
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
221
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
037 SubdivisionCd 25410 16483 TIMBER CREST DR SE 254100370 ESTES ELENA 16483 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0107 0.0400 0.0506 $18,035.52 $912.74
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
222
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
038 SubdivisionCd 25410 16487 TIMBER CREST DR SE 254100380 KARR EDWARD A 11086 HOLLAND CIR EDEN PRAIRIE MN 55347 0.0110 0.0412 0.0521 $18,035.52 $940.16
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
223
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
039 SubdivisionCd 25410 16491 TIMBER CREST DR SE 254100390 HANSEN MICHELLE MARIE 16491 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0110 0.0412 0.0522 $18,035.52 $941.02
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
224
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
040 SubdivisionCd 25410 16495 TIMBER CREST DR SE 254100400 CLEVELAND PENNY M 16495 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0118 0.0443 0.0562 $18,035.52 $1,013.01
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
225
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
041 SubdivisionCd 25410 16501 TIMBER CREST DR SE 254100410 FAYLOR ELAINE M 16501 TIMBER CREST DR SE #PRIOR LAKE MN 55372 0.0118 0.0442 0.0560 $18,035.52 $1,010.44
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
226
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
042 SubdivisionCd 25410 16505 TIMBER CREST DR SE 254100420 NGUYEN PHUONG THI BACH 16505 TIMBER CREDIT DR SE PRIOR LAKE MN 55372 0.0110 0.0412 0.0522 $18,035.52 $941.02
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
227
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
043 SubdivisionCd 25410 16509 TIMBER CREST DR SE 254100430 KONDRATYUK LYUDA VASILEY 16509 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0110 0.0412 0.0521 $18,035.52 $940.16
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
228
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
044 SubdivisionCd 25410 16513 TIMBER CREST DR SE 254100440 DUMMER DUSTIN A 16513 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0107 0.0400 0.0506 $18,035.52 $912.74
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
229
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
045 SubdivisionCd 25410 16521 TIMBER CREST DR SE 254100450 ROIGER HEATHER A 13905 53 AVE N APT 4 MINNEAPOLIS MN 55446 0.0107 0.0400 0.0506 $18,035.52 $912.74
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
230
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
046 SubdivisionCd 25410 16525 TIMBER CREST DR SE 254100460 MACLENNAN MARK J 16525 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0110 0.0412 0.0521 $18,035.52 $940.16
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
231
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
047 SubdivisionCd 25410 16529 TIMBER CREST DR SE 254100470 SMJ INVESTMENTS LLC 15359 WOOD DUCK TRL NW PRIOR LAKE MN 55372 0.0110 0.0412 0.0522 $18,035.52 $941.02
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
232
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot UNT Block
048 SubdivisionCd 25410 16533 TIMBER CREST DR SE 254100480 ZAUDTKE DAVID 16533 TIMBER CREST DR SE PRIOR LAKE MN 55372 0.0118 0.0443 0.0562 $18,035.52 $1,013.01
Townhouse Unit with Prorated
Share of PID 254100490 &
254100491
233
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 053 Block 001
SubdivisionCd 25402 4980 BLUFF HEIGHTS TRL SE 254020530 TIMBER CREST PARK COMM ASSN &7400 METRO BLVD # 380 EDINA MN 55439 1.4834 1.4834 0.0000 $18,035.52 $0.00 Area Prorated to 52 Townhouses
234
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 053 Block 001
SubdivisionCd 25402 254020531 TIMBER CREST PARK COMM ASSN &7400 METRO BLVD # 380 EDINA MN 55439 1.2001 1.2001 0.0000 $18,035.52 $0.00 Area Prorated to 52 Townhouses
235
Section 02 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 049 Block 003
SubdivisionCd 25402 4895 BLUFF HEIGHTS TRL SE 254021150 TIMBER CREST PARK COMM ASSN &7400 METRO BLVD # 380 EDINA MN 55439 2.2538 2.2538 0.0000 $18,035.52 $0.00 Area Prorated to 48 Townhouses
236
Section 01 Township 114 Range 022 SubdivisionName
TIMBER CREST PARK Lot 049 Block 003
SubdivisionCd 25402 254021151 TIMBER CREST PARK COMM ASSN &7400 METRO BLVD # 380 EDINA MN 55439 0.2680 0.2680 0.0000 $18,035.52 $0.00 Area Prorated to 48 Townhouses
237
Section 01 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot COM Block
ELE SubdivisionCd 25410 254100490 PULTE HOMES OF MINNESOTA 815 NORTHWEST PKY # 140 EAGAN MN 55121 0.7310 0.7310 0.0000 $18,035.52 $0.00 Area Prorated to 48 Townhouses
238
Section 02 Township 114 Range 022 SubdivisionName
CIC 1131 TIMBER CREST PK VILLG Lot COM Block
ELE SubdivisionCd 25410 254100491 PULTE HOMES OF MINNESOTA 815 NORTHWEST PKY # 140 EAGAN MN 55121 1.2847 1.2847 0.0000 $18,035.52 $0.00 Area Prorated to 48 Townhouses
* ESTIMATED AREA
Prepared by: Bolton & Menk, Inc.
2017 Street Reconstruction Project ǀ T18.112541
Appendix D: Resident Questionnaires
Prepared by: Bolton & Menk, Inc.
2017 Street Reconstruction Project ǀ T18.112541
Appendix E: Geotechnical Evaluation
November 11, 2016
Bolton & Menk, Inc.
Attention: Michael S. Nill, P.E.
2035 County Road D East
Maplewood, MN 55109-5314
Subject : Geotechnical Exploration and Engineering Review
City of Prior Lake – 2017 Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
In accordance with your request and subsequent authorization, Northern LLC. (NTI) conducted a
Geotechnical Exploration for the above referenced project. Our services included advancement of
exploration borings and preparation of an engineering report with recommendations developed from
our geotechnical services. Our work was performed in general accordance with our proposal dated
September 8, 2016.
Soil samples obtained at the site will be held for 60 days at which time they will be discarded. Please
advise us in writing if you wish to have us retain them for a longer period. Y ou will be assessed an
additional fee if soil samples are retained beyond 60 days.
PROJECT AND SITE DESCRIPTION
The proposed project consists of improvements to a number of different streets within the City of Prior
Lake, Minnesota. The proposed roadways include Albany Avenue, Cate Street, CJ Circle, Five Hawks
Avenue, Park Avenue, Balsam Street, Sunrise Avenue, Sunrise Circle, Spruce Trail, Sycamore Trail and
Franklin Avenue from CSAH 21 to TH13.
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
Page 2 of 7
SCOPE OF SERVICES
Explore the project subsurface by means of 28 standard penetration test (SPT) borings extending to
depths ranging from 5 and 15 feet below existing grade, and conduct laboratory test(s) on
representative samples for characterizing the index and engineering properties of the soils at the project
site.
The scope of services also included determining existing subsurface conditions, and providing
recommendations for site preparation, excavations, engineered fill and compaction, groundwater
management and potential difficulties during construction.
SUBSURFACE EXPLORATION SUMMARY
Northern LLC. (NTI) performed the subsurface exploration program between Oct ober 25 and 31, 2016
with a two-person crew using an ATV -mounted CME -750 drill rig . Samples were generally collected in
accordance with ASTM D 1586 “Standard Test Method for Standard Penetration Testing (SPT) and Split -
Barrel Sampling of Soils.”
The boring locations, depths, and elevations were determined and staked in the field by a
representative of the client . Please refer to the Boring Location Diagram and the Boring Logs in
Appendix C.
Table 1 summarizes the encountered subsurface conditions at the boring locations.
Table 1: Pavement and Subgrade Summary1
Boring No.
Bituminous
Pavement
Thickness
(inches)
Apparent
Aggregate Base
Thickness2
(inches) Subgrade Material
Estimated
Pavement
Subgrade R-Value
SB-1 5 1/2 2 SM 30
SB-2 6 1/4 2 SM 30
SB-3 6 1/2 1.5 SM 30
SB-4 6 1 SM 30
SB-5 8 1/2 2 SM 30
SB-6 6 6 SC 20
SB-7 2 1/4 4 SC 20
SB-8 4 4.5 SM 30
SB-9 2 1/4 5 SC 20
SB-10 4 1/4 6 SM 30
SB-11 2 1/4 6 SC 20
SB-12 2 3/4 5 SM 30
SB-13 6 1/4 5 SC 20
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
Page 3 of 7
Boring No.
Bituminous
Pavement
Thickness
(inches)
Apparent
Aggregate Base
Thickness2
(inches) Subgrade Material
Estimated
Pavement
Subgrade R-Value
SB-14 4 8 SC 20
SB-15 5 1/2 11.5 SC 20
SB-16 4 3/4 5 SM 30
SB-17 4 1/2 4 SC 20
SB-18 4 3/4 4 SC 20
SB-19 5 1/2 5.5 SC 20
SB-20 5 1/2 8 SC 20
SB-21 1 3/4 1.5 SC 20
SB-22 5 1/2 1.5 SM 30
SB-23 2 8 SM 30
SB-24 3 12 SM 30
SB-25 3 1/4 7 SC 20
SB-26 8 1/4 3 SC 20
SB-27 6 1/2 2 SC 20
SB-28 5 1/2 7 SC 20
1. Table summary is a generalization of subsurface conditions at the individual soil boring locations only. They
may not reflect variations in subsurface strata occurring on site between boring locations.
The general geologic origin of retained soil samples is listed on the boring logs.
2. Apparent aggregate base thickness, at time of our fieldwork, by visual inspection only and is not meant to
confer conformance with DOT specifications.
GROUNDWATER AND GROUNDWATER CONTROL
The drill crew observed the borings for groundwater (if any) during and at the completion of drilling
activities. Groundwater was observed at depths ranging between 7 ½ feet and 12 feet in seven of the
borings.
NTI did not observe groundwater in the remaining borings at the time of our field exploration. However,
the on-site clay and silt laden soils along with the underlying apparent bedrock have the potential to be
somewhat impervious and conducive to the development of zones of perc hed water at varying
elevations and locations across the project site.
Overall, the site soils are conducive to movement of groundwater both laterally and vertically. The
moisture content of such soils can vary annually and per recent precipitation. Such soils and other
regional dependent conditions may produce groundwater entry of project excavations.
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
Page 4 of 7
LABORATORY TEST PROG RAM
Our analysis and recommendations within this report are based upon our interpretation of the standard
penetration test resistance determined while sampling soils, laboratory test results and experience with
similar soils from other sites near the project. The results of such tests are summarized on the boring
log or laboratory test reports.
UTILITIES
Utility trenches should be backfilled in 6-inch maximum depth loose lifts. It is especially important that
you compact trench backfill of underground utilities to minimize future settlement of green space,
walkways, and pavement areas. Please refer to Appendix B for compact ion specifications.
The stability of embankments along utility excavations is dependent on soil strength, site geometry,
moisture content, and any surcharge load for excavated soils and equipment. Cautionary comment on
excavation stability is provided within other report sections.
Groundwater will likely be encountered in some of the utility trenches, in particular the wate r and
sanitary sewers. Groundwater encountered in trenches within sandy lean clay soils can typically be
controlled through the use of sump pits and pumps, although there may be significant discharge from
sand seams. Excavations within a foot or two of the groundwater surface in clayey sands may also be
controlled through sump pits and pumps, deeper excavations will likely require dewatering ahead of the
excavation. Contract provisions should be made for dewatering in the event that heavier groundwater
flow conditions are encountered.
We herein note that the Contractor is solely responsible for assessing the stability of and executing
underground utility and project excavations using safe methods. Contractor is also responsible for
naming the “competent individual” as per Subpart P of 29 CFR 1926.6 (Federal Register - OSHA).
PAVEMENT SUBGRADE R-VALUE RECOMMENDATIONS
The performance of stabilometer or similar tests, were beyond the scope of this report; however, they
may be performed, upon request, for an additional fee.
Based on the encountered soil conditions, we estimate that a properly prepared subgrade would have
an average stabilometer R -value of 20 for the predominantly sandy clay soil conditions encountered at
the boring locations, and an R -value of 30 for the silty sand soil conditions.
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
Page 5 of 7
PAVEMENT THICKNESS RECOMMENDATIONS
We assume project traffic will be separated into two distinct classes; State Aid Highway (Franklin Trail)
and Residential feeder streets. It is our understanding that the current year Average Annual Daily Traffic
(AADT) count for Franklin Trail is 4600. For a 20 year performance life, this would correspond to
approximately 1.1 million 18-kip Equivalent Single Axle Loads (ESALS), assuming a standard metro area
traffic distribution and MnDOT’s standard load factors. The remaining residential streets are assumed
to have 500 or less AADT, resulting in minimum pavement sections. Our pavement recommendations
are predicated on separation of this traffic.
The resulting subgrade following site grading should first be scarified and re-compacted to a depth of 12
inc hes. A proof roll test should then be performed to determine soft or unstable subgrade areas. If
rutting or localized unstable subgrade areas are observed, those areas should be subcut, moisture -
conditioned, and re-compacted or removed to a stable depth. Excavations for soil corrections (if any) in
paved areas should allow for a 2 foot oversize beyond the edges of the pavement.
The proof roll should be performed with a tandem axle dump truck loaded to gross capacity (at least 20
tons). Acceptance criteria of the proof roll shall be limited to rut formation no more than one inch (1”)
depth (front or rear axles) and no pumping (rolling) observed during the visual inspection. Proof roll
tests should be observed by an experienced technician or geotechnical engineer prior to placement of
the aggregate base course to verify the subgrade will provide adequate pavement support.
If fill is required in paved areas, we recommend that it consist of soils similar in composition to the
existing subgrade soils. Individual lifts of engineered fill in proposed paved areas should be tempered
for moisture content, placed and compacted as listed in the Compaction Guidelines table in Appendix B.
The performance of stabilometer or similar tests, were beyond the scope of this report; however, they
may be performed, upon request, for an additional fee. We estimate that a properly prepared subgrade
would have an average stabilometer R -value of 30.
For a 20-year design pavement life and light commercial traffic volumes, Table 7 presents our thickness
recommendations for flexible (bituminous) pavement.
Table 7: Recommended Flexible Pavement Thickness Design Alternative – Residential Streets
Pavement
Section 7-Ton 9-Ton
Bituminous Wear Course (inches) 1.5 2.0
Bituminous Base Course (inches) 2.0 2.0
Class 5 or 6 Aggregate Base (inches) 6.0 8.0
We recommend rigid Portland cement concrete pavements be constructed at driveway aprons, trash
enclosures, loading and unloading freight areas, and other areas where point loads and turning stresses
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
Page 6 of 7
are more likely to damage the pavement. Based on the performance of concrete pavements at similar
sites, we recommend the concrete pavement design alternative listed in Table 8.
Table 8: Recommended Flexible Pavement Thickness Design Alternative – Franklin Trail
Pavement
Section Unreinforced Section
Geogrid Reinforced 1
Bituminous Wear Course
(inches) 2.0 2.0
Bituminous Base Course
(inches) 4.0 3.0
Class 5 or 6 Aggregate
Base (inches) 6.0 6.0
1. Punched and drawn, multiaxial geogrid placed in the middle of the aggregate base layer
Pavement recommendations assume the subgrade soils and aggregate section below paved surfaces will
drain to subsurface piping for eventual discharge into storm sewer, or above grade to ditching, or similar
acceptable systems. Lack of surface and subsurface drainage will significantly reduce the capacity and
longevity of the pavement systems indicated above.
We recommend pavements receive annual maintenance, as a minimum, to correct damages to the
pavement structure, clea n and infill cracks which develop, and repair or resurface areas which exhibit
reduced subgrade performance. The lack of maintenance can lead to moisture infiltration of the
pavement structure and softening of the subgrade soils. This, in turn, can degrade the performance of
the pavement system and result in poorly performing pavements with shortened life expectancy.
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
Page 7 of 7
CLOSURE
Our conclusions are predicated on observation and testing of the earthwork directed by Geotechnical
Engineer of Record. Our opinions are based on data assumed representative of the project area.
However, the area coverage of borings in relation to the entire project is very small. For this and other
reasons, we do not warrant conditions below the depth of our borings, or that the strata logged from
our borings are necessarily typical of the site.
Deviations from our recommendations by plans, written specifications, or field applications shall relieve
us of responsibility unless our written concurrence with such deviations has been established.
The scope of services for this project does not include either specifically or by implication any
environmental or biological assessment of the site or identification or prevention of pollutants,
hazardous materials or conditions. If the owner is concerned about the potential for such
contamination or pollution, other studies should be undertaken.
This report has been prepared for the exclusive use of Bolton and Menk, Inc. and The City of Prior Lake
and its agents for specific application to the proposed City of Prior Lake - Street Rehabilitation project , in
Prior Lake, Minnesota. Northern LLC. has endeavored to comply with generally accepted geotechnical
engineering practice common to the local area. Northern LLC. makes no other warranty, express or
implied.
Northern LLC.
Debra A. Schroeder, P.E.
Senior Engineer
Steven D. Gerber, P.E.
Senior Engineer
SDG
Attachments
Appendix A - General Notes
Appendix B - Groundwater Issues, Compaction and Placement of Fill
Appendix C - Attachments: Boring Location Diagram (1), Soil Boring Logs (9)
I her eby 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.
Steven D. Gerber
Date: 11/11 /201 6 Reg. No. 52743
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
APPENDIX A
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
GEOTECHNICAL EVALUATION OF RECOVERED SOIL SAMPLES
We visually examined recovered soil samples to estimate distribution of grain sizes, plasticity,
consistency, moisture condition, color, presence of lenses and seams, and apparent geologic origin. We
then classified the soils according using the Unified Soil Classification System (ASTM D2488). A chart
describing this classification system and general notes explaining soil sampling procedures are presented
within appendices attachments.
The stratification depth lines between soil types on the logs are estimated based on the available data.
In-situ, the transition between type(s) may be distinct or gradual in either the horizontal or vertical
directions. The soil conditions have been established at our specific boring locations only. Variations in
the soil stratigraphy may occur between and around the borings, with the nature and extent of such
change not readily evident until exposed by excavation. These variations must be properly assessed
when utilizing information presented on the boring logs.
We request that you, your design team or contractors contact NTI immediately if local conditions differ
from those assumed by this report, as we would need to review how such changes impact our
recommendations. Such contact would also allow us to revise our recommendations as necessary to
account for the changed site conditions.
FIELD EXPLORATION PROCEDURES
Soil Sampling – Standard Penetration Boring:
Soil sampling was performed according to the procedures described by ASTM D -1586. Using this
procedure, a 2 inch O.D. split barrel sampler is driven into the soil by a 140 pound weight falling 30
inches. After an initial set of six inches, the number of blows required to drive the sampler an additional
12 inches is recorded (known as the penetration resistance (i.e. “N-value”) of the soil at the point of
sampling. The N -value is an index of the relative density of cohesionless soils and an approximation of
the consistency of cohesive soils.
Soil Sampling – Power Auger Boring:
The boring(s) was/were advanced with a 6 inch nominal diameter continuous flight auger. As a result,
samples recovered from the boring are disturbed, and our determination of the depth, extend of various
stratum and layers, and relative density or consistency of the soils is approximate.
Soil Classification:
Soil samples were visually and manually classified in general conformance with ASTM D -2488 as they
were removed from the sampler(s). Representative fractions of soil samples were then sealed within
respective containers and returned to the laboratory for further examination and verification of the field
classification. In addition, select samples were submitted for laboratory tests. Individual sample
information, identification of sampling methods, method of advancement of the samples and other
pertinent information concerning the soil samples are presented on boring logs and related report
attachments.
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
General Notes
DRILLING & SAMPLING SYMBOLS LABORATORY TEST SYMBOLS
SYMBOL DEFINITION SYMBOL DEFINITION
C.S. Continuous Sampling W Moisture content-percent of dry weight
P.D. 2-3/8” Pipe Drill D Dry Density-pounds per cubic foot
C.O. Cleanout Tube LL, PL Liquid and plastic limits determined in
accordance with ASTM D 423 and D 424
3 HSA 3 ¼” I.D. Hollow Stem Auger Qu Unconfined compressive strength-pounds per
square foot in accordance with ASTM D 2166-
66
4 FA 4” Diameter Flight Auger
6 FA 6” Diameter Flight Auger
2 ½ C 2 ½” Casing
4 C 4” Casing Additional insertions in Qu Column
D.M. Drilling Mud Qp Penetrometer reading-tons/square foot
J.W. Jet Water S Torvane reading-tons/square foot
H.A. Hand Auger G Specific Gravity – ASTM D 854 -58
NXC Size NX Casing SL Shrinkage limit – ASTM 427 -61
BXC Size BX Casing pH Hydrogen ion content-meter method
AXC Size AX casing O Organic content-combustion method
SS 2” O.D. Split Spoon Sample M.A.* Grain size analysis
2T 2” Thin Wall Tube Sample C* One dimensional consolidation
3T 3” Thin Wall Tube Sample Qc* Triaxial Compression
* See attached data Sheet and/or graph
Water Level Symbol
Water levels shown on the boring logs are the levels measured in the borings at the time and under the conditions indicated. In
sand, the indicated levels can be considered reliable ground water levels. In clay soils, it is not possible to determine the ground
water level within the normal scope of a test boring investigation, except where lenses or layers of more pervious water bearing
soil is present and then a long period of time may be necessary to reach equilibrium. Therefore, the position of the water level
symbol for cohesive or mixed soils may not indicate the true level of the ground water table. The available water level information
is given at the bottom of the log sheet.
Descriptive Terminology
DENSITY CONSISTENCY
TERM “N” VALUE TERM “N” VALUE
Very Loose 0 -4 Soft 0-4
Loose 5 -8 Medium 5-8
Medium Dense 9 – 15 Rather Stiff 9 – 15
Dense 16 – 30 Stiff 16 – 30
Very Dense Over 30 Very Stiff Over 30
Standard “N” Penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch OD split spoon.
Relative Proportions Particle Sizes
TERMS RANGE Boulders Over 3”
Trace 0-5% Gravel - Coarse ¾” – 3”
A little 5-15% Medium #4 – ¾”
Some 15-30% Sand - Coarse #4 - #10
With 30-50% Medium #10 - #40
Fine #40 - #200
Silt and Clay Determined by plasticity characteristics.
Note: Sieve sizes are U.S. Standard.
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
Classification of Soils for Engineering Purposes
ASTM Designation D-2487 and D 2488 (Unified Soil Classification System)
Major Divisions Group
Symbols Typical Names Classification Criteria
Co
u
r
s
e
G
r
a
i
n
e
d
S
o
i
l
s
Mo
r
e
t
h
a
n
5
0
%
r
e
t
a
i
n
e
d
o
n
N
o
.
2
0
0
s
i
e
v
e
*
Gr
a
v
e
l
s
50
%
o
r
m
o
r
e
o
f
c
o
a
r
s
e
f
r
a
c
t
i
o
n
re
t
a
i
n
e
d
o
n
N
o
.
4
s
i
e
v
e
.
Cl
e
a
n
G
r
a
v
e
l
s
GW
Well –graded
gravels and
gravel-sand
mixtures, little or
no fines.
Cl
a
s
s
i
f
i
c
a
t
i
o
n
o
n
b
a
s
i
s
o
f
p
e
r
c
e
n
t
a
g
e
o
f
f
i
n
e
s
.
Le
s
s
t
h
a
n
5
%
p
a
s
s
i
n
g
N
o
.
2
0
0
S
i
e
v
e
:
GW
,
G
P
,
S
W
,
S
P
M
o
r
e
t
h
a
n
1
2
%
p
a
s
s
i
n
g
N
o
.
2
0
0
S
i
e
v
e
:
GM
,
G
C
,
S
M
,
S
C
F
r
o
m
5
%
t
o
1
2
%
p
a
s
s
i
n
g
N
o
.
2
0
0
S
i
e
v
e
:
Bo
r
d
e
r
l
i
n
e
C
l
a
s
s
i
f
i
c
a
t
i
o
n
re
q
u
i
r
i
n
g
u
s
e
o
f
d
u
e
l
s
y
m
b
o
l
s
.
Cu = D60 / D10 greater than 4.
Cz = (D30)2 / (D10 x D60) between 1 & 3.
GP
Poorly graded
gravels and
gravel-sand
mixtures, little or
no fines.
Not meeting both criteria for GW materials.
G
r
a
v
e
l
s
w
i
t
h
Fi
n
e
s
GM Silty gravels,
gravel-sand-silt
mixtures.
Atterberg limits
below “A” line, or
P.I. less than 4.
Atterberg limits plotting
in hatched area are
borderline
classifications
requiring use of dual
symbols. GC
Clayey gravels,
gravel-sand-clay
mixtures.
Atterberg limits
above “A” line with
P.I. greater than 7.
Sa
n
d
s
Mo
r
e
t
h
a
n
5
0
%
o
f
c
o
a
r
s
e
f
r
a
c
t
i
o
n
pa
s
s
e
s
N
o
4
s
i
e
v
e
.
Cl
e
a
n
S
a
n
d
s
SW
Well-graded
sands and
gravelly sands,
little or no fines.
Cu = D60 / D10 greater than 6.
Cz = (D30)2 / (D10 x D60) between 1 & 3.
SP
Poorly -graded
sands and
gravelly sands,
little or no fines.
Not meeting both criteria for SW materials.
Sa
n
d
s
w
i
t
h
Fi
n
e
s
SM Silty sands, sand-
silt mixtures.
Atterberg limits
below “A” line, or
P.I. less than 4.
Atterberg limits plotting
in hatched area are
borderline
classifications
requiring use of dual
symbols. SC Clayey sands,
sand-clay
mixtures.
Atterberg limits
above “A” line with
P.I. greater than 7.
Fi
n
e
G
r
a
i
n
e
d
S
o
i
l
s
Mo
r
e
t
h
a
n
5
0
%
p
a
s
s
e
s
N
o
.
2
0
0
si
e
v
e
*
Si
l
t
s
a
n
d
C
l
a
y
s
Li
q
u
i
d
L
i
m
i
t
o
f
5
0
%
o
r
l
e
s
s
ML
Inorganic silts,
very fine sands,
rock flour, silty or
clayey fine sands.
CL
Inorganic clays of
low to medium
plasticity, gravelly
clays, sandy
clays, silty clays,
lean clays.
OL
Organic silts and
organic silty clays
of low plasticity.
Si
l
t
s
a
n
d
C
l
a
y
s
Li
q
u
i
d
L
i
m
i
t
g
r
e
a
t
e
r
t
h
a
n
50
%
.
MH
Inorganic silts,
micaceous or
diatomaceous fine
sands or silts,
elastic silts.
CH
Inorganic clays of
high plasticity, fat
clays.
OH Organic clays of
medium to high
plasticity.
Hi
g
h
l
y
Or
g
a
n
i
c
So
i
l
s
Pt
Peat, muck and
other highly
organic soils.
Plasticity Index Chart
0
10
20
30
40
50
60
0 10 20 30 40 50 60 70 80 90 100
Liquid Limit
Pl
a
s
t
i
c
i
t
y
L
i
m
i
t
Chart for classification of fine grained soils
and the fin fraction of coarse grained soils.
Atterberg Limits plotting in hatched area are
borderline classifications requiring use of dual
symbols.
OH & MH Soils
CH Soils
CL Soils
OL & ML Soils
"A" Line
CL-ML Soils
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
APPENDIX B
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
GROUNDWATER ISSUES
The following presents additional comment and soil specific issues related to measurement of ground
water conditions at your project site.
Note that our ground water measurements, or lack thereof, will vary depending on the time allowed for
equilibrium to occur in the borings. Extended observation time was not available during the scope of
the field exploration program and, therefore, ground water measurements as noted on the borings logs
may or may not accurately reflect actual conditions at your site.
Seasonal and yearly fluctuations of the ground water level, if any, occur. Perched ground water may be
present within sand and silt lenses bedded within cohesive soil formations. Perched water encountered
in excavations can likely be controlled by the use of sump pits and pumps. Excavations that go below the
groundwater surface should be dewatered at least 2 feet below the bottom of the excavation at all
times.
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
PLACEMENT AND COMPACTION OF ENGINEERED FILL
Unless otherwise superseded within the body of the Geotechnical Exploration Report, the following
criteria shall be utilized for placement of engineered fill on project. This includes, but is not limited to
earthen fill placement to improve site grades, fill placed below structural footings, fill placed interior
of structure, and fill placed as backfill of foundations.
Engineered fill placed for construction, if necessary should consist of natural, non-organic, competent
soils native to the project area. Such soils may include, but are not limited to gravel, sand, or clays with
Unified Soil Classification System (ASTM D2488) classifications of GW, SP, SM, SC, or CL. Use of silt or
clayey silt as project fill will require additional review and approval of project Geotechnical Engineer of
Record. Such soils have USCS classifications of ML, MH, ML-CL, MH -CH or CH . Use of topsoil, marl, peat,
other organic soils construction debris and/or other unsuitable materials as fill is not allowed. Such soils
have USCS classifications of OL, OH, Pt.
Engineered fill, classified as clay, should be tempered such that the moisture content at the time of
placement is equal to and no more than 3 percent above the optimum content for as defined by the
appropriate proctor test. Likewise, engineered fill classified as gravel or sand should be tempered such
that the moisture content at the time of placement is within 3 percent of the optimum content.
All engineered fill for construction should be placed in individual 8 inch maximum depth lifts. Each lift of
fill should be compacted by large vibratory equipment until the in-place soil density is equal to or
greater than the criteria established within the following tabulation.
Type of Construction
Compaction Criteria
(% respective Proctor) 1
Clay Sand or Gravel
Engineered Fill placed as Pavement Subgrade
(more than 3 feet below bottom of final grade) Min. 95 Min. 95
Engineered Fill placed as Pavement Subgrade
(less than 3 feet below bottom of final grade) Min. 100 Min. 100
Engineered Fill placed as Pavement Aggregate
Base NA Min. 100
Note 1 Unless otherwise required, compaction criteria shall be based on the Standard
Proctor Test (ASTM D698).
Density tests should be taken during engineered fill placement to document earthwork has achieved
necessary compaction of the material(s).
City of Prior Lake–Street Rehabilitation
Prior Lake, Minnesota
NTI Project No. 16.61746.100
APPENDIX C
Boring Location Diagram
Prior Lake 2017 Street Improvement Projects – Franklin Trail Neighborhood
Prior Lake, Minnesota
NTI Project #: 16.61746.100
NOTE: Boring locations are approximate.
Completed Soil Borings:
Boring Location Diagram
Prior Lake 2017 Street Improvement Projects –Sycamore Trail Neighborhood
Prior Lake, Minnesota
NTI Project #: 16.61746.100
NOTE: Boring locations are approximate.
Sy
c
a
m
o
r
e
T
r
l
.
S
W
Completed Soil Borings:
Kent St. SW
Boring Location Diagram
Prior Lake 2017 Street Improvement Projects – Balsam Street / Sunrise Avenue /
Sunrise Circle / Spruce Trail Neighborhood
Prior Lake, Minnesota
NTI Project #: 16.61746.100
NOTE: Boring locations are approximate.
170th St SW
Completed Soil Borings:
v v
Su
n
s
e
t
T
r
l
.
SW
Boring Location Diagram
Prior Lake 2017 Street Improvement Projects – Albany Avenue / Cates Street /
CJ Circle and Five Hawks Avenue Neighborhood
Prior Lake, Minnesota
NTI Project #: 16.61746.100
NOTE: Boring locations are approximate.
Pleasant St. SE
Completed Soil Borings:
v
v
Al
b
a
n
y
A
v
e
.
S
E
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
8-9-10
(19)
4-6-5
(11)
5-3-3
(6)
3-5-6
(11)
2-2-3
(5)
2-2-3
(5)
99.5
99.4
98.0
92.0
84.0
67
78
72
100
100
100
0.5
0.6
2.0
8.0
16.0
BITUMINOUS PAVEMENT (5 1/2 Inches)
APPARENT AGGREGATE BASE (2 Inches)
SILTY SAND WITH GRAVEL, (SM) dark brown, fine to
medium grained, moist
(Fill)
POORLY GRADED SAND WITH SILT, (SP-SM) brown
to light brown, fine to medium grained, moist, trace
gravel
(Fill)
NOTE: Occasional bituminous debris at 4.5 feet.
SANDY LEAN CLAY, (CL) brown to gray, moist,
medium to rather stiff, trace gravel
(Glacial Till)
NOTE: Gray below 12 feet.
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/28/16 COMPLETED 10/28/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)4
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-1
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
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(
1
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.
6
1
7
4
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)
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1
7
S
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E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
4-4-3
(7)
2-2-7
(9)
2-2-2
(4)
2-4-5
(9)
2-3-5
(8)
2-4-6
(10)
99.5
99.3
95.0
93.0
90.5
84.0
94
67
56
100
100
89
0.5
0.7
5.0
7.0
9.5
16.0
BITUMINOUS PAVEMENT (6 1/4 Inches)
APPARENT AGGREGATE BASE (2 Inches)
SILTY SAND, (SM) brown to dark brown, fine to
medium grained, moist, trace gravel
(Fill)
NOTE: Occasional black seams with trace organics
below 3 feet.
SANDY LEAN CLAY, (CL) brown to light brown, moist,
rather stiff, trace gravel
(Glacial Till)
CLAYEY SAND, (SC) light brown, fine to medium
grained, moist to saturated, very loose, trace gravel
(Glacial Till)
SANDY LEAN CLAY, (CL) gray, wet, medium to rather
stiff, trace gravel
(Glacial Till)
NOTE: Sand seam at 12 feet
NOTE: Gray below 14.5 feet.
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/28/16 COMPLETED 10/28/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)3
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING 7.50 ft / Elev 92.50 ft
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
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B
E
R
BL
O
W
CO
U
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(N
V
A
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)
PO
C
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E
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P
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N
.
(t
s
f
)
MO
I
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CO
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N
T
(
%
)
LI
Q
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I
D
LI
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I
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RE
C
O
V
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R
Y
%
(R
Q
D
)
FI
N
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S
DR
Y
U
N
I
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T
.
(p
c
f
)
PL
A
S
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I
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I
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Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-2
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
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E
S
-
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I
2
0
1
6
-
0
8
-
1
0
.
G
D
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-
1
1
/
1
4
/
1
6
1
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:
3
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-
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\
2
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1
6
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L
A
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2
0
1
7
S
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O
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S
-
C
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-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
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G
I
N
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E
R
I
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\
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P
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T
S
\
G
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\
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O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
3-5-6
(11)
3-3-4
(7)
3-3-3
(6)
2-3-5
(8)
3-8-5
(13)
3-4-7
(11)
99.5
99.3
98.0
95.5
90.5
88.0
84.0
78
100
100
89
89
100
0.5
0.7
2.0
4.5
9.5
12.0
16.0
BITUMINOUS PAVEMENT (6 1/2 Inches)
APPARENT AGGREGATE BASE (1 1/2 Inches)
SILTY SAND, (SM) brown, fine to medium grained,
moist, trace gravel
(Fill)
CLAYEY SAND, (SC) brown to black, fine to medium
grained, moist, trace gravel, trace organics
(Fill)
SANDY LEAN CLAY, (CL) brown to light brown, moist,
medium, trace gravel, occasional silt (ML) seams
(Glacial Till)
SANDY SILT, (ML) brown to light brown, moist,
medium, trace gravel
(Glacial Till)
SILTY SAND, (SM) brown to light brown, fine to
medium grained, moist, medium dense, trace gravel
(Glacial Till)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/28/16 COMPLETED 10/28/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)3
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-3
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
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-
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L
A
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E
2
0
1
7
S
T
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P
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O
V
E
M
E
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S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
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I
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\
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S
\
G
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\
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O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
3-4-5
(9)
3-5-5
(10)
6-11-12
(23)
4-10-11
(21)
4-7-5
(12)
4-8-7
(15)
99.5
99.4
98.0
95.5
88.0
84.0
56
89
78
89
89
100
0.5
0.6
2.0
4.5
12.0
16.0
BITUMINOUS PAVEMENT (6 Inches)
APPARENT AGGREGATE BASE (1 Inch)
SILTY SAND, (SM) brown, fine to medium grained,
moist, trace gravel
(Fill)
SANDY LEAN CLAY, (CL) light brown, moist, trace
gravel
(Fill)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, medium dense to dense, trace gravel
(Glacial Till)
NOTE: Occasional light brown clay (CL) layers above 7
feet.
SANDY LEAN CLAY, (CL) brown, moist, rather stiff,
trace gravel
(Glacial Till)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/28/16 COMPLETED 10/28/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)4
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-4
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
4-5-9
(14)
3-4-6
(10)
7-13-14
(27)
4-8-12
(20)
4-9-6
(15)
4-8-9
(17)
99.3
99.1
98.0
95.5
93.0
88.0
85.5
84.0
89
78
89
100
100
33
0.7
0.9
2.0
4.5
7.0
12.0
14.5
16.0
BITUMINOUS PAVEMENT (8 1/2 Inches)
APPARENT AGGREGATE BASE (2 Inches)
SILTY SAND, (SM) brown to dark brown, fine to
medium grained, moist, little gravel
(Fill)
SANDY LEAN CLAY, (CL) brown, moist, trace gravel
(Fill)
CLAYEY SAND, (SC) light brown, fine to medium
grained, moist, medium dense, trace gravel
(Glacial Till)
SILTY SAND, (SM) light brown, fine to medium grained,
moist, dense, trace gravel
(Glacial Till)
SANDY LEAN CLAY, (CL) light brown, moist, rather
stiff, trace gravel
(Glacial Till)
SILTY SAND, (SM) light brown, fine to medium grained,
moist, dense, trace gravel
(Glacial Till)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/28/16 COMPLETED 10/28/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)6
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-5
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
8-4-3
(7)
5-3-2
(5)
2-2-2
(4)
2-2-2
(4)
5-7-8
(15)
10-7-8
(15)
99.5
99.0
90.5
87.0
84.0
33
39
28
39
67
78
0.5
1.0
9.5
13.0
16.0
BITUMINOUS PAVEMENT (6 Inches)
APPARENT AGGREGATE BASE (6 Inches)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, trace gravel, occasional bituminous debris
(Fill)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, very loose, trace gravel
(Glacial Till)
POORLY GRADED SAND WITH SILT, (SP-SM) brown,
fine to medium grained, moist, medium dense, trace
gravel
(Glacial Outwash)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/31/16 COMPLETED 10/31/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-6
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
4-6-5-5
(11)
2-2-3-4
(5)
7-8-8-9
(16)
5-6-6-6
(12)
5-7-6-6
(13)
3-4-3-3
(7)
99.8
99.5
95.5
85.5
83.5
71
50
100
75
79
63
0.2
0.5
4.5
14.5
16.5
BITUMINOUS PAVEMENT (2 1/4 Inches)
APPARENT AGGREGATE BASE (4 Inches)
CLAYEY SAND, (SC) dark brown to black, fine to
medium grained, moist, trace gravel, occasional
bituminous debris, trace organics
(Fill)
NOTE: Brown below 2 feet.
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, loose to medium dense, trace gravel
(Glacial Till)
NOTE: Brown to light brown below 7 feet.
SILTY SAND, (SM) light brown to brown, fine to
medium grained, moist, loose, trace gravel
(Glacial Till)
Bottom of borehole at 16.5 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/31/16 COMPLETED 10/31/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-7
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
5-7-8-8
(15)
4-5-6-6
(11)
3-2-2-3
(4)
1-1-1-1
(2)
2-2-2-1
(4)
1-2-2-2
(4)
99.7
99.3
98.0
93.0
90.5
83.5
63
67
71
67
63
67
0.3
0.7
2.0
7.0
9.5
16.5
BITUMINOUS PAVEMENT (4 1/4 Inches)
APPARENT AGGREGATE BASE (4 1/2 Inches)
SILTY SAND, (SM) black to dark brown, fine to medium
grained, moist, trace gravel, occasional bituminous
debris
(Fill)
CLAYEY SAND, (SC) gray, fine to medium grained,
moist, trace gravel, occasional black seams, trace
organics
(Glacial Till)
NOTE: Brown to dark brown below 4.5 feet.
SILTY SAND, (SM) brown, fine to medium grained,
moist, very loose, trace gravel
(Glacial Till)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, very loose, trace gravel
(Glacial Till)
Bottom of borehole at 16.5 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/31/16 COMPLETED 10/31/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-8
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
7-8-19
(27)
10-12-5
(17)
6-7-6
(13)
6-10-11
(21)
5-5-7
(12)
6-7-6
(13)
99.8
99.4
95.5
90.5
84.0
72
44
83
100
67
78
0.2
0.6
4.5
9.5
16.0
BITUMINOUS PAVEMENT (2 1/4 Inches)
APPARENT AGGREGATE BASE (5 Inches)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, trace gravel
(Fill)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, dense to medium dense, trace gravel
(Glacial Till)
SANDY LEAN CLAY, (CL) brown, moist, stiff to rather
stiff, trace gravel
(Glacial Till)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/30/16 COMPLETED 10/30/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-9
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
15-16-14
(30)
8-7-6
(13)
14-16-12
(28)
14-13-10
(23)
6-12-19
(31)
14-12-17
(29)
99.7
99.2
90.5
84.0
44
67
50
83
72
61
0.4
0.9
9.5
16.0
BITUMINOUS PAVEMENT (4 1/4 Inches)
APPARENT AGGREGATE BASE (6 Inches)
SILTY SAND, (SM) brown to dark brown, fine to
medium grained, moist, trace gravel
(Fill)
SILTY SAND, (SM) brown, fine to medium grained,
moist, dense to very dense, little gravel
(Glacial Till)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/30/16 COMPLETED 10/30/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-10
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
13-50/3"
16-21-18
(39)
13-12-14
(26)
23-13-15
(28)
19-14-20
(34)
19-18-9
(27)
99.8
99.3
98.0
95.5
92.0
84.0
78
100
28
44
89
78
0.2
0.7
2.0
4.5
8.0
16.0
BITUMINOUS PAVEMENT (2 1/4 Inches)
APPARENT AGGREGATE BASE (6 Inches)
CLAYEY SAND WITH GRAVEL, (SC) brown to dark
brown, fine to medium grained, moist
(Fill)
SILTY SAND, (SM) brown, fine to medium grained,
moist, trace gravel
(Fill)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, trace gravel
(Fill)
POORLY GRADED SAND WITH SILT AND GRAVEL,
(SP-SM) brown, fine to medium grained, moist, dense
to very dense
(Glacial Outwash)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/30/16 COMPLETED 10/30/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)9
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-11
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
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I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
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-
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:
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1
-
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C
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2
0
1
6
P
R
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C
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\
P
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I
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L
A
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2
0
1
7
S
T
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P
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V
E
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E
N
T
S
-
C
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-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
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G
I
N
E
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R
I
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G
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P
O
R
T
S
\
G
I
N
T
\
P
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L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
5-4-5
(9)
6-5-7
(12)
20-30-24
(54)
34-50/4"
6-9-10
(19)
9-10-9
(19)
99.8
99.4
98.0
95.5
84.0
72
89
33
70
50
39
0.2
0.6
2.0
4.5
16.0
BITUMINOUS PAVEMENT (2 3/4 Inches)
APPARENT AGGREGATE BASE (5 Inches)
SILTY SAND, (SM) brown to dark brown, fine to
medium grained, moist, trace gravel
(Fill)
CLAYEY SAND, (SC) brown to dark brown, fine to
medium grained, moist, trace gravel
(Fill)
POORLY GRADED SAND WITH SILT, (SP-SM) brown,
fine to medium grained, moist, medium dense to very
dense, little gravel
(Glacial Outwash)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/30/16 COMPLETED 10/30/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-12
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
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J
E
C
T
S
\
P
R
I
O
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L
A
K
E
2
0
1
7
S
T
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E
E
T
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M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
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R
I
N
G
\
E
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I
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I
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P
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T
S
\
G
I
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\
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O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
SS
1
SS
2
13-8-15
(23)
7-8-7
(15)
99.5
99.1
96.5
100
100
0.5
0.9
3.5
BITUMINOUS PAVEMENT (6 1/4 Inches)
APPARENT AGGREGATE BASE (5 Inches)
CLAYEY SAND, (SC) brown to gray, fine to medium
grained, moist, trace gravel
(Fill)
Bottom of borehole at 3.5 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/31/16 COMPLETED 10/31/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0 SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-13
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
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J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
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E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
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G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
SS
1
SS
2
8-9-10
(19)
9-7-8
(15)
99.7
99.0
96.5
100
100
0.3
1.0
3.5
BITUMINOUS PAVEMENT (4 Inches)
APPARENT AGGREGATE BASE (8 Inches)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, trace gravel
(Fill)
Bottom of borehole at 3.5 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/31/16 COMPLETED 10/31/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0 SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-14
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
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P
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R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
SS
1
SS
2
6-7-9
(16)
13-13-12
(25)
99.5
98.6
96.5
78
100
0.5
1.4
3.5
BITUMINOUS PAVEMENT (5 1/2 Inches)
APPARENT AGGREGATE BASE (12 Inches)
CLAYEY SAND, (SC) gray, fine to medium grained,
moist, trace gravel, occasional black seams, trace
organics
(Fill)
NOTE: Brown below 2 feet.
Bottom of borehole at 3.5 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/31/16 COMPLETED 10/31/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0 SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-15
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
SS
1
SS
2
5-10-6
(16)
10-11-13
(24)
99.6
99.2
98.0
96.5
78
100
0.4
0.8
2.0
3.5
BITUMINOUS PAVEMENT (4 3/4 Inches)
APPARENT AGGREGATE BASE (5 Inches)
SILTY SAND, (SM) brown, fine to medium grained,
moist, trace gravel
(Fill)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, trace gravel
(Fill)
Bottom of borehole at 3.5 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/31/16 COMPLETED 10/31/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0 SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-16
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
SS
1
SS
2
7-6-5
(11)
6-8-10
(18)
99.6
99.3
97.0
96.5
83
100
0.4
0.7
3.0
3.5
BITUMINOUS PAVEMENT (4 1/2 Inches)
APPARENT AGGREGATE BASE (4 Inches)
CLAYEY SAND, (SC) brown to dark brown, fine to
medium grained, moist, trace gravel
(Fill)
POORLY GRADED SAND WITH SILT, (SP-SM) brown,
fine to medium grained, moist, trace gravel
(Fill)
Bottom of borehole at 3.5 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/30/16 COMPLETED 10/30/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0 SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-17
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
SS
1
SS
2
8-16-5
(21)
6-4-5
(9)
99.6
99.3
96.5
94
100
0.4
0.7
3.5
BITUMINOUS PAVEMENT (4 3/4 Inches)
APPARENT AGGREGATE BASE (4 Inches)
CLAYEY SAND, (SC) brown to light brown, fine to
medium grained, moist, trace gravel
(Fill)
Bottom of borehole at 3.5 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/28/16 COMPLETED 10/28/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0 SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-18
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
SS
1
SS
2
6-5-5
(10)
7-7-15
(22)
99.6
99.1
96.5
67
100
0.5
0.9
3.5
BITUMINOUS PAVEMENT (5 1/2 Inches)
APPARENT AGGREGATE BASE (5 1/2 Inches)
CLAYEY SAND, (SC) brown to dark brown, fine to
medium grained, moist, trace gravel
(Fill)
Bottom of borehole at 3.5 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/28/16 COMPLETED 10/28/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0 SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-19
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
8-6-10
(16)
6-3-4
(7)
2-2-2
(4)
3-3-4
(7)
6-8-9
(17)
13-9-13
(22)
99.6
98.9
93.0
90.5
85.5
84.0
89
89
72
89
89
100
0.5
1.1
7.0
9.5
14.5
16.0
BITUMINOUS PAVEMENT (5 1/2 Inches)
APPARENT AGGREGATE BASE (8 Inches)
CLAYEY SAND, (SC) brown to dark brown, fine to
medium grained, moist, trace gravel
(Fill)
NOTE: Dark brown with trace organics at 2 feet.
NOTE: Brown to gray below 4.5 feet.
SANDY LEAN CLAY, (CL) gray, moist, soft, occasional
fine roots, trace organics
(Alluvial)
CLAYEY SAND, (SC) gray, fine to medium grained,
moist to saturated, loose to dense, trace gravel
(Alluvial)
POORLY GRADED SAND WITH SILT, (SP-SM) gray,
fine to coarse grained, saturated, dense, trace gravel,
occasional clay (CL) layers
(Alluvial)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/25/16 COMPLETED 10/25/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)9
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING 12.00 ft / Elev 88.00 ft
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-20
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
2-2-3
(5)
2-3-2
(5)
2-2-2
(4)
2-2-3
(5)
2-3-5
(8)
5-6-3
(9)
99.9
99.7
98.0
92.0
85.5
84.0
67
72
78
56
100
100
0.1
0.3
2.0
8.0
14.5
16.0
BITUMINOUS PAVEMENT (1 3/4 Inches)
APPARENT AGGREGATE BASE (1 1/2 Inches)
CLAYEY SAND, (SC) brown to dark brown, fine to
medium grained, moist, trace gravel
(Fill)
SANDY LEAN CLAY, (CL) gray, moist, trace gravel,
occasional black layers, trace organics
(Fill)
CLAYEY SAND, (SC) gray, fine to coarse grained,
moist to saturated, very loose to loose, trace gravel
(Alluvial)
CLAYEY SAND, (SC) brown, fine to coarse grained,
saturated, medium dense, trace gravel
(Alluvial)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/25/16 COMPLETED 10/25/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)9
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING 9.00 ft / Elev 91.00 ft
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-21
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
2-3-4
(7)
2-2-2
(4)
2-2-2
(4)
2-2-2
(4)
2-3-3
(6)
5-7-6
(13)
99.6
99.4
98.0
90.5
87.0
84.0
78
78
72
67
44
100
0.5
0.6
2.0
9.5
13.0
16.0
BITUMINOUS PAVEMENT (5 1/2 Inches)
APPARENT AGGREGATE BASE (1 1/2 Inches)
SILTY SAND, (SM) brown, fine to medium grained,
moist, little gravel
(Fill)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, trace gravel, occasional black seams, trace
organics
(Fill)
CLAYEY SAND, (SC) gray to black, fine to medium
grained, moist to saturated, very loose, trace gravel,
trace organics
(Alluvial)
POORLY GRADED SAND WITH SILT, (SP-SM) gray,
fine to coarse grained, saturated, loose to medium
dense, trace gravel
(Alluvial)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/25/16 COMPLETED 10/25/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)8
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING 10.00 ft / Elev 90.00 ft
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-22
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
3-3-3
(6)
2-3-5
(8)
5-6-9
(15)
6-8-12
(20)
10-20-20
(40)
50/6"
99.8
99.2
95.5
85.0
67
78
56
78
0
0
0.2
0.8
4.5
15.0
BITUMINOUS PAVEMENT (2 Inches)
APPARENT AGGREGATE BASE (8 Inches)
SILTY SAND, (SM) brown, fine to medium grained,
moist, trace gravel
(Fill)
NOTE: clayey sand (SC) seam at 2 feet.
POORLY GRADED SAND WITH SILT, (SP-SM) brown,
fine to medium grained, moist, loose to very dense,
trace gravel
(Glacial Outwash)
NOTE: No recovery in sample 6. Auger cuttings
sampled.
NOTE: No recovery in sample 7. Auger cuttings
sampled.
Bottom of borehole at 15.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/27/16 COMPLETED 10/27/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)10
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-23
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
9-8-7
(15)
3-2-3
(5)
2-2-3
(5)
2-2-3
(5)
2-4-7
(11)
2-2-7
(9)
99.8
98.8
98.0
92.0
85.5
84.0
72
56
78
44
72
89
0.3
1.3
2.0
8.0
14.5
16.0
BITUMINOUS PAVEMENT (3 Inches)
APPARENT AGGREGATE BASE (12 Inches)
POORLY GRADED SAND WITH SILT, (SP-SM) brown,
fine to medium grained, moist, trace gravel
(Fill)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, trace gravel
(Fill)
CLAYEY SAND, (SC) gray, fine to medium grained,
moist to saturated, loose to medium dense, trace
gravel, occasional black seams, trace organics
(Alluvial)
POORLY GRADED SAND WITH SILT, (SP-SM) brown,
fine to coarse grained, saturated, medium dense, trace
gravel
(Alluvial)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/25/16 COMPLETED 10/25/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)9
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING 9.00 ft / Elev 91.00 ft
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-24
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
6-6-7
(13)
6-5-4
(9)
2-2-3
(5)
9-10-3
(13)
2-2-2
(4)
3-2-3
(5)
99.7
99.2
98.0
95.5
93.0
88.0
84.0
78
72
56
28
100
67
0.3
0.9
2.0
4.5
7.0
12.0
16.0
BITUMINOUS PAVEMENT (3 1/4 Inches)
APPARENT AGGREGATE BASE (7 Inches)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, trace gravel
(Fill)
POORLY GRADED SAND WITH SILT, (SP-SM) brown,
fine to medium grained, moist, trace gravel
(Fill)
CLAYEY SAND, (SC) brown, fine to medium grained,
moist, trace gravel
(Fill)
CLAYEY SAND, (SC) brown, fine to coarse grained,
moist to saturated, loose to medium dense, little gravel
(Alluvial)
POORLY GRADED SAND WITH SILT, (SP-SM) brown,
fine to coarse grained, saturated, very loose to loose,
little gravel
(Alluvial)
Bottom of borehole at 16.0 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/25/16 COMPLETED 10/25/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING 9.00 ft / Elev 91.00 ft
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-25
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
SS
1
SS
2
12-13-10
(23)
4-5-7
(12)
99.3
99.1
96.5
89
100
0.7
0.9
3.5
BITUMINOUS PAVEMENT (8 1/4 Inches)
APPARENT AGGREGATE BASE (3 Inches)
CLAYEY SAND, (SC) dark brown to black, fine to
medium grained, moist, trace gravel
(Fill)
Bottom of borehole at 3.5 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/27/16 COMPLETED 10/27/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0 SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-26
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
I
M
P
R
O
V
E
M
E
N
T
S
-
C
M
T
-
(
1
6
.
6
1
7
4
6
.
1
0
0
)
\
E
N
G
I
N
E
E
R
I
N
G
\
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
S
\
G
I
N
T
\
P
R
I
O
R
L
A
K
E
2
0
1
7
S
T
R
E
E
T
S
.
G
P
J
NTI
6160 Carmen Drive
Inver Grove Heights, Minnesota
P: 763-433-9175
SS
1
SS
2
8-8-7
(15)
7-4-4
(8)
99.5
99.3
96.5
78
89
0.5
0.7
3.5
BITUMINOUS PAVEMENT (6 1/2 Inches)
APPARENT AGGREGATE BASE (2 Inches)
CLAYEY SAND, (SC) dark brown to black, fine to
medium grained, moist, trace gravel, trace organics
(Fill)
Bottom of borehole at 3.5 feet.
DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/27/16 COMPLETED 10/27/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
AT TIME OF DRILLING --- No groundwater encountered
ATTERBERG
LIMITS
PL
A
S
T
I
C
LI
M
I
T
GR
A
P
H
I
C
LO
G
DE
P
T
H
(f
t
)
0 SA
M
P
L
E
T
Y
P
E
NU
M
B
E
R
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
PO
C
K
E
T
P
E
N
.
(t
s
f
)
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
LI
Q
U
I
D
LI
M
I
T
RE
C
O
V
E
R
Y
%
(R
Q
D
)
FI
N
E
S
DR
Y
U
N
I
T
W
T
.
(p
c
f
)
PL
A
S
T
I
C
I
T
Y
IN
D
E
X
MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-27
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
NT
I
G
E
O
T
E
C
H
C
O
L
U
M
N
S
W
/
N
O
T
E
S
-
N
T
I
2
0
1
6
-
0
8
-
1
0
.
G
D
T
-
1
1
/
1
4
/
1
6
1
2
:
3
9
-
H
:
\
1
-
P
R
O
J
E
C
T
S
\
2
0
1
6
P
R
O
J
E
C
T
S
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BITUMINOUS PAVEMENT (5 1/2 Inches)
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DRILLING METHOD 3 1/4 in H.S.A
LOGGED BY Robert Hawkins CHECKED BY Steve Gerber
DATE STARTED 10/25/16 COMPLETED 10/25/16
DRILLING CONTRACTOR NTI GROUND WATER LEVELS:
AT END OF DRILLING ---
AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)---
NOTES Elevation assumed to be 100.0.
GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in.
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MATERIAL DESCRIPTION
PAGE 1 OF 1
BORING NUMBER SB-28
PROJECT LOCATION Prior Lake, MN
CLIENT Bolton & Menk, Inc.
PROJECT NUMBER 16.61746.100
PROJECT NAME Prior Lake 2017 Street Improvement Projects
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P: 763-433-9175
Services Provided:
Civil and Municipal Engineering
Water and Wastewater Engineering
Traffic and Transportation Engineering
Aviation Planning and Engineering
Water Resources Engineering
Coatings Inspection Services
Landscape Architecture Services
Surveying and Mapping
Geographic Information System Services
Funding Assistance
www.bolton-menk.com
H:\PLAK\T18112541\2_Preliminary\C_Reports\Feasibility Report - Franklin\Franklin Feasibility Report Amendment 2017-01-04.docx
MEMORANDUM
Date:January 4, 2017
To:Prior Lake City Council
From:Mike Warner, PE
Subject: 2017 Street Reconstruction Project - Franklin Trail Improvements
Feasibility Report Amendments
City of Prior Lake, MN
City Project No. TRN17-000004
BMI Project No.: T18.112541
On September 26, 2016, the Prior Lake City Council adopted Resolution 16-119, which ordered the
preparation of a Feasibility Report for the 2017 Street Reconstruction Project Franklin Trail
Improvements. The report was presented to the City Council and was accepted at the November 28,
2016 City Council meeting. At the time of that meeting, a Traffic Study was being performed for the
intersection of Franklin Trail and Park Nicollet Avenue. The purpose of the study was to review the
appropriate traffic control measures for the intersection and ways to improve the pedestrian access
through the intersection. The study would also determine whether any improvements should be
performed as part of the 2017 Street Reconstruction Project to this intersection. The City Council passed
a Motion directing City staff to include the feasibility of a porkchop as a traffic control option in the
Traffic Study.
The Traffic Control Study has been completed and is attached to this memo. The mini-roundabout
option was determined to be the desired option to improve the intersection mobility and safety for both
the existing and future traffic levels.
City Staff also collected traffic data on Franklin Trail in response to a complaint of speeding traffic. The
posted speed limit is 30 mph and the 85th percentile speed was recorded as 38.09 and 36.48 MPH for
eastbound and westbound lanes, respectively. See Figure A for the data collected on Franklin Trail. The
City Staff desired to try and reduce speeds on the roadway in lieu of increasing the speed limit due to
the residential properties abutting the street. Different traffic calming options were discussed and two
solutions were proposed. The first is to narrow the traffic lanes from standard 12 foot wide lanes to 11
foot lanes. Since the roadway is a collector street on the Municipal State Aid (MSA) system, 11 foot lanes
are the narrowest lanes allowed under the MSA rules. MSA rules also require parking lanes to be a
minimum of 8 feet wide. Parking lanes would be provided on both sides to match the existing condition.
This would reduce the overall street width by approximately 4 feet from the existing 44 foot wide street.
This would result in an estimated project cost savings of approximately $64,000.
The second solution is to add Driver Feedback Signs, also known as Dynamic Speed Display Signs, to the
corridor. Driver Feedback Signs are speed limit signs with a sensor that monitors approaching vehicle
Prior Lake City Council
January 4, 2017
Page: 2
speeds. The speed is displayed on an LED panel below the speed limit sign. Drivers see their actual speed
instantaneously reported back to them. These types of signs are currently being used in other parts of
the City and have been successful at lowering speeds when placed in the correct locations. Average
speeds may be reduced to the posted speed, but the 85th percentile speed will likely not be reduced to
the posted speed. Two signs would be used, one for westbound and one for eastbound traffic. The total
estimated project costs for these two signs is $25,000.
In addition to these directives from the City Council, the Project Funding Table presented within the
original feasibility report was updated. The storm sewer costs were being shown to be funded by the Ad
Valerum instead of from the Water Quality Fund. The corrected funding table was presented to the City
Council during the presentation at the November 28, 2016 City Council meeting. The corrected funding
table is shown below:
Table 4 - Project Funding
ITEM PROJECT TOTAL
Ad Valerum $1,015,624
Assessments (40%)$574,536
Utility Fund - Sewer $434,560
Utility Fund - Water $517,070
Water Quality Fund $124,160
Assessment Roll (Per Acre) Reconstruction $18,035.52
Total $2,665,950
I hereby certify that this plan, specification, or report was prepared by me or under my direct
supervision and that I am a duly Registered Professional Engineer under the laws of the State of
Minnesota.
44693 January 4, 2017
Michael R. Warner, P.E.Reg. No.Date
Franklin Trail and Park Nicollet Avenue Traffic Study
for
City of Prior Lake, MN
Prior Lake
Franklin Trail at Park Nicollet Avenue
T18.112541
January 4, 2017
I hereby certify that this plan, specification, or report was prepared by me or under my direct
supervision and that I am a duly Registered Professional Engineer under the laws of the State of
Minnesota.
43354 January 4, 2017
Bryan T. Nemeth, P.E., PTOE Reg. No. Date
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541 Page 1
Table of Contents
I. Introduction ........................................................................................................................... 2
II. Data Collection ....................................................................................................................... 2
III. Warrant Analysis .................................................................................................................... 2
IV. Crash Analysis ......................................................................................................................... 2
V. Proposed Layouts ................................................................................................................... 3
VI. Operations Analysis ................................................................................................................ 3
A. Existing Alternatives Analysis ....................................................................................... 4
B. Future Alternatives Analysis ......................................................................................... 5
VII. Safety Considerations ............................................................................................................ 6
VIII. Intersection Options Results Summary .................................................................................. 7
IX. Conclusions/Recommendations ............................................................................................ 8
Tables
Table 1: Level of Service Criteria ...................................................................................................... 4
Table 2: 2016 Existing Traffic Operations Analysis .......................................................................... 4
Table 3: 2036 Traffic Operations Analysis........................................................................................ 5
Table 4: Alternatives Comparison .................................................................................................... 7
Appendix
Appendix A: Proposed Intersection Concepts and Volumes
Appendix B: Intersection Counts
Appendix C: Warrant Analysis Results
Appendix D: Crash Report
Appendix E: LOS Tables
Appendix F: Roundabout Snowplow Path Considerations
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541 Page 2
I. Introduction
Franklin Trail SE is planned for reconstruction from Highway 13 to Bluff Heights Trail in Prior Lake, MN in
2017. Franklin Trail SE is a State Aid collector street with a traffic volume of 4,600 vehicles per day. The
reconstruction area includes the intersection of Franklin Trail SE and Park Nicollet Avenue SE. Park
Nicollet Avenue connects to a busy commercial area east of Highway 13 and carries approximately 7,200
vehicles per day. The intersection has experienced concerns with delay and close-call crashes in peak
hours due to recent traffic growth in the area. This study will evaluate design and traffic control options
to improve safety and operations at the intersection. The existing intersection is a TEE intersection with
a side-street stop on Park Nicollet Avenue. Franklin Trail runs east-west and Park Nicollet Avenue runs
north-south. Refer to Appendix A for a concept layout of existing conditions. This study evaluates the
following conditions:
• Existing stop control
• Existing stop control with an added westbound left turn lane
• All-Way Stop control
• Northbound free right
• Realignment: East/South as thru movement
• Single lane roundabout
• Mini-roundabout
II. Data Collection
Traffic counts were completed on Tuesday, November 15, 2016 from 12 a.m to 12 a.m. at the
intersection of Franklin Trail and Park Nicollet Avenue. The morning peak was determined to be from 7
to 8 a.m. and the afternoon peak hour was determined to be from 5 to 6 p.m. Volumes are provided in
Appendix B. Note that peak hours are off by one hour due to day-light savings time. The peak hour
volumes and projections are shown in Appendix A on the existing conditions concept.
III. Warrant Analysis
The Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD) outlines a process that is to be
used to justify all-way stop and signal traffic control on all roadways open to the public. The main aspect
of the analysis is the evaluation of traffic volumes as the need to warrant other than side street stop
control. Based on the collected traffic volumes, a traffic signal is not justified for the intersection; none
of the traffic signal warrants based on volumes are met. The analysis also evaluated all-way stop control.
Only 4 of the required 8 hours were met for the all-way stop warrant analysis. This indicates that the
intersection does not justify a change to an all-way stop condition based on volumes alone. See
Appendix C for detailed Warrant Analysis Results.
IV. Crash Analysis
A review of the Minnesota Crash Mapping Analysis Tool (MnCMAT) Crash program for the years 2006-
2015 identified one crash at the intersection. The crash occurred in 2015 and was a sideswipe type crash
involving an eastbound and westbound vehicle. The crash resulted in property damage only. No other
crashes were identified for this intersection. See Appendix D for Crash Report.
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541 Page 3
V. Proposed Layouts
The seven intersection concepts evaluated for this intersection are included in Appendix A:
• Existing stop control
• Existing stop control with an added westbound left turn lane
o Reduce northbound left delay by splitting westbound movements over two lanes
o Reduce westbound crash potential and delay by splitting the lefts from the through
movements
• All-Way Stop control
o Requires motorists to come to a complete stop in all directions
o Reduce crash potential by requiring all vehicles to stop
• Northbound free right
o Adds a channelized right turning movement for northbound motorists making right
turns.
o Reduce delay for northbound right turning vehicles
o Improved sight lines for northbound left turning vehicles, increased safety
• Realignment: East/South as thru movement
o Re-aligns roadway geometry so that northbound right movements and westbound left
movements become thru movements and eastbound traffic is side-street stop
controlled. This assumes a 300 foot radius curve at 30 mph with a 2% super-elevation.
• Single lane roundabout
o Full-sized roundabout with a 96 foot inscribed diameter
o Mountable curb in center island with truck apron to serve trucks
o Decreases left-turning conflict potential and severity by yielding entering traffic to traffic
within the roundabout
o Reduces the severity of crashes due to entry angles and speeds in the roundabout
o Additional maintenance resources needed for snow removal and curb replacement
• Mini-roundabout
o Smaller inscribed diameter (85 feet) than single lane roundabout allowing it to fit in
areas with right-of-way concern
o Uses same concept as single lane roundabout to decrease left turning conflict potential
and reduce the severity of crashes due to entry angles and speed of traffic traversing
the intersection
o Mountable curb on all legs and center island allows semi-trucks to drive over the curb to
traverse the roundabout
o Additional maintenance resources needed for snow removal and curb replacement
VI. Operations Analysis
Operational analysis will inform our recommendations on the appropriate traffic control at the
intersection that will provide acceptable operations while providing improved safety and mobility for
pedestrians and motorists. For this study, Synchro/SimTraffic software was utilized to determine
movement delays.
The 2010 Highway Capacity Manual defines level of service (LOS) based on control delay. These
categories range from A to F with different delay criteria based on the intersection type. Control delay is
the delay experienced by a vehicle as it approaches and moves through an intersection. The vehicles
slow down as it approaches the intersection, wait time at the intersection and the time it takes the
vehicle to speed up to enter the traffic stream. This cycle of slowing, waiting and accelerating is
considered delay. Average intersection delay is obtained as a volume weighted average of all motorists
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541 Page 4
entering the intersection from all legs. Level of service between the ranges of A to D is considered an
acceptable design year LOS in a community such as Prior Lake. Delay thresholds for unsignalized
intersections are lower than signalized intersections. Roundabout intersections are sometimes
evaluated based on which control it is being compared against. For this study, unsignalized intersections
were evaluated as the control parameter.
Table 1: Level of Service Criteria
Signalized Intersection Unsignalized Intersection
LOS Control Delay per Vehicle
(sec.)
Control Delay per Vehicle (sec.)
A 10 10
B >10 and 20 >10 and 15
C >20 and 35 >15 and 25
D >35 and 55 >25 and 35
E >55 and 80 >35 and 50
F >80 >50
A. Existing Alternatives Analysis
AM and PM peak hour traffic operations analysis using 2016 traffic volumes for the existing
geometric conditions and proposed concepts are shown in Table 2.
Table 2: 2016 Existing Traffic Operations Analysis
• Existing stop control
Currently, the intersection of Franklin Trail and Park Nicollet Avenue is operating at LOS A and
reaches a maximum delay of 23 seconds per vehicle (LOS C) in the evening for the northbound
left turning movements. This is an acceptable LOS with minor queuing.
• Existing stop control with an added westbound left turn lane
Adding a left turn lane for westbound traffic reduces the maximum delay on Park Nicollet
Avenue in the evening from 23 sec/vehicle to 19 sec/vehicle. Northbound left queues are
slightly reduced.
• All-Way Stop control
An all-way stop controlled concept operates at LOS A, similar to existing conditions, but
decreases the maximum delay for any movement to 12 sec/vehicle. Eastbound maximum
queues extend to within 100 feet of Highway 13.
• Northbound free right
EBT EBR WBL WBT NBL NBR
AM 3 A 9 A 1 1 4 2 9 5
PM 6 A 23 C 2 1 7 5 23 5
AM 3 A 9 A 1 1 4 1 9 5
PM 5 A 19 C 2 1 6 1 19 5
AM 6 A 8 A 8 5 7 7 6 5
PM 9 A 12 B 12 9 11 11 7 5
AM 3 A 9 A 1 1 4 2 9 5
PM 6 A 23 C 2 1 7 5 23 5
AM 3 A 9 A 9 2 1 1 3 1
PM 4 A 15 B 15 2 1 1 4 1
AM 6 A 7 A
PM 9 A 10 A
1 Delay in seconds per vehicle
2 Maximum delay and LOS on any approach and/or movement
3 Limiting Movement is the highest delay movement.
4 Max v/c Ratio is the highest individual movement or lane group v/c ratio
5 ICU is the intersection capacity utilization
Roundabout 7 5 7
10 7 8
All-Way Stop Control
Northbound Free Right
Realignment: East/South as Thru Movement
Side Street Stop Control
Add WBL Turn Lane (100ft)
Options Peak
Hour Intersection Delay1 Maximum Delay-
LOS2
Movement Delays (sec/veh)
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541 Page 5
Creating a free right for northbound traffic operates similar to the existing stop control.
• Realignment: East/South as thru movement
Realigning the intersection reduces delay and improves LOS in the PM peak for the northbound
left turn movement. The eastbound left turn movement experiences less delay than the
northbound left does today but eastbound maximum queues extend to within 100 feet of
Highway 13. The option operates with minimal delay for all movements.
• Single Lane/Mini roundabout
A roundabout concept operates at LOS A and the delay for all movements. The maximum delay
for any movement is reduced compared to existing. Maximum queues are less than 100 feet.
B. Future Alternatives Analysis
AM and PM peak hour traffic operations analysis using 2036 forecasted traffic volumes for the
existing geometric conditions and proposed concepts are shown in Table 3.
Turning movements at the intersection were grown at 1% per year for 20 years to replicate
future demand.
Table 3: 2036 Traffic Operations Analysis
• Existing stop control
By remaining with the current side-street stop control, the intersection is anticipated to operate
at an acceptable LOS, except for the northbound left. The NB left operates with an average
delay of over 80 sec/vehicle, LOS F. The volume of eastbound and westbound through
movements do not provide enough adequate gaps to allow NB left turning traffic to enter the
roadway. Northbound right turn queues extend back 360 feet, three times longer than the
queue today.
• Existing stop control with an added westbound left turn lane
Adding a westbound left turn lane results in the northbound left having unacceptable delay and
LOS. Northbound left turning movements are still being delayed by east and westbound through
movements.
• All-Way Stop control
This concept allows NB left turns to enter Franklin Trail safely and decreases the intersection
vehicle delay to an acceptable LOS. Although it does provide an adequate LOS, the eastbound
EBT EBR WBL WBT NBL NBR
AM 4 A 12 B 1 1 5 2 12 6
PM 12 B 80 F 2 1 11 10 80 9
AM 3 A 11 B 1 1 4 1 11 6
PM 10 A 65 F 2 1 10 2 65 9
AM 7 A 9 A 9 6 8 8 6 5
PM 22 C 31 C 31 28 25 24 9 7
AM 3 A 11 B 1 1 5 2 12 6
PM 10 A 65 F 2 1 11 10 80 9
AM 4 A 11 B 11 2 1 1 3 1
PM 8 A 31 C 30 4 1 1 5 1
AM 7 A 8 A
PM 11 B 14 B
1 Delay in seconds per vehicle
2 Maximum delay and LOS on any approach and/or movement
3 Limiting Movement is the highest delay movement.
4 Max v/c Ratio is the highest individual movement or lane group v/c ratio
5 ICU is the intersection capacity utilization
Roundabout 8 6 8
14 9
Intersection Delay1
9
All-Way Stop Control
Northbound Free Right
Realignment: East/South as Thru Movement
Side Street Stop Control
Add WBL Turn Lane (100ft)
Options Peak
Hour
Maximum Delay-
LOS2
Movement Delays (sec/veh)
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541 Page 6
maximum queue becomes very long and backs up into Highway 13. This would be unsafe for
both motorists traveling on Highway 13 and traffic turning onto Franklin Trail.
• Northbound free right
Creating a free right for northbound traffic operates similar to the existing stop control and does
not improve northbound delay concerns.
• Realignment: East/South as thru movement
Realigning the intersection reduces intersection delay over the existing configuration. Although
it does provide an adequate LOS, the eastbound maximum queue becomes very long and backs
up into Highway 13. This would be unsafe for both motorists traveling on Highway 13 and traffic
turning onto Franklin Trail.
• Single lane/Mini roundabout
The roundabout concept results in the least delay for vehicles using the intersection. A
roundabout at this location would remain functional with acceptable LOS based on the
forecasted volumes out 20 years. Maximum queues are less than 100 feet.
Additional review was completed to understand how the intersection options would operate if there
was a consideration of Hwy 13 at Franklin Trail being signalized in the future. Review of previous analysis
as part of the Downtown South Study indicates that average queues would end just west of Park Nicollet
Avenue but maximum queues would back up through the intersection, indicating that the backup would
extend through the intersection approximately half of the peak hour. If the Hwy 13 intersection is
signalized, the Park Nicollet Avenue intersection will be impacted to develop adequate turn lanes in
advance of the signal. The typical resolution for this concern is to reduce access at the upstream
intersections to ¾ or right-in/right-out access, although this is not typically acceptable to nearby
businesses. In such cases, the intersection is generally maintained with all access with recognition that
the intersection will be impacted by backups from time to time.
No matter which improvements are made at the Park Nicollet Avenue intersection, the backups from
any future signal would be anticipated to impact the operations of the Park Nicollet Avenue intersection.
The most compatible designs to any backups include the thru-stop, northbound free right, westbound
left turn lane and mini-roundabout in the absence of reduced access.
VII. Safety Considerations
The intention of the proposed concepts is to improve operations and safety at the intersection which is
experiencing delay complaints and close-call crashes. All of the concept layouts do provide adequate
operations with existing volumes at this intersection but not all are anticipated to improve safety.
The existing conditions, existing conditions with an added westbound turn lane, northbound free right,
and realignment concepts all involve traffic left turn conflicts which can be a safety concern with a large
volume of oncoming traffic, similar to what is experienced today but the northbound free right improves
sight lines for turning vehicles, providing a safety benefit.
The all-way stop control and realignment concepts increase the delay and queues of eastbound traffic,
potentially causing backups to extend to Highway 13. This results in unsafe conditions with traffic
traveling northbound on Highway 13 and left turns on southbound Highway 13.
A roundabout would be anticipated to improve safety for all traffic traversing the intersection by
eliminating left turn conflicts, decreasing conflict points and lowering the risk of severe crashes. A
roundabout also decreases future queuing lengths and prevents traffic from backing up into Highway 13.
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541 Page 7
VIII. Roundabout Maintenance Considerations
The roundabout concepts provided are designed to result in less impacts to the surrounding properties.
The roundabouts are designed for the appropriate vehicle types but the size is reduced resulting in
additional maintenance concerns for snowplowing. As designed, a large snowplow will not be able to
traverse around the roundabout as shown in Appendix F. The mini roundabout could be cleared with
through and left turn movements but the single-lane roundabout would have to be cleared with a
smaller plow or with multiple backups required. To make the roundabout large enough to allow for easy
clearance of snow, the roundabout would have to be increased in size substantially. The curb of
roundabouts also require additional maintenance since they are impacted more than traditional
intersections due to the turning required.
IX. Intersection Options Results Summary
The service levels provided by the existing geometry is considered acceptable in the current year but it is
understood that there can be issues from time to time. The crash review indicates that there are few
recorded crashes. There is, however, options that can improve operations. Provided in Table 4 is a
pro/con comparison of the proposed intersection concepts.
Table 4: Alternatives Comparison
Intersection
Concept
Pros Cons
Existing
Condition: side-
street stop
controlled
• Adequate intersection LOS
• No right-of-way impacts
• Difficult for motorists to make left turns
• WB left turns cause traffic delay to WB
through traffic
• Future PM Northbound Delay becomes
unacceptable
Existing Stop
Control with an
added
Westbound Left
Turn Lane
• Adequate intersection LOS
• Improves westbound traffic flow and safety
• No right-of-way impacts
• Left turns are difficult due to eastbound
and westbound through traffic
• No LOS improvement compared to
existing conditions
• Future PM Northbound Delay becomes
unacceptable
All-Way Stop
Control
• Adequate intersection LOS
• All movements are required to stop
• No right-of-way impacts
• Reduced delay over Existing Condition
• All movements are required to stop
• Future PM Eastbound Queues become
unacceptable
Northbound
Free Right
• Adequate intersection LOS
• Minimal to no right-of-way impacts
• Improved northbound left sight lines
• Does not improve on current geometric
conditions
• Westbound left turns cause traffic delay
to westbound through traffic
• Future PM Northbound Delay becomes
unacceptable
Realignment:
East/South as
Thru Movements
• Adequate intersection LOS
• Improves safety for left turning traffic
• Significant right-of-way impacts and
cost considerations
• Potential backups to Hwy 13
Single-Lane
Roundabout
• Adequate intersection LOS with low delay
and minimal queuing.
• Safest option for all traffic
• Allows for significant traffic growth to occur
• Motorists only need to yield to traffic from
the left
• Significant right-of-way impacts and
cost considerations
• Increased maintenance resources
needed for snow removal and curb
replacement
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541 Page 8
Mini
Roundabout
• Adequate intersection LOS with low delay
and minimal queuing.
• Safest option for all traffic
• Motorists only need to yield to traffic from
the left and trucks
• Minimal right-of-way impacts
• Driver unfamiliarity
• Increased maintenance resources
needed for snow removal and curb
replacement
X. Conclusions/Recommendations
Currently, the existing side street stop condition provides an adequate LOS to the intersection. As traffic
volumes increase it is anticipated that the delay will become unacceptable for the northbound left in the
PM peak hour. A northbound free right would be anticipated to increase safety but not operations.
Based on the analysis and results provided a roundabout is the preferred intersection traffic control
option to best serve the volumes over time. Both a single lane roundabout and a mini-roundabout
would be anticipated to provide acceptable operation for all movements, maintain all movements, be
acceptable for all traffic types including buses and trucks, and improve the safety of the intersection but
both require additional maintenance resources. Both sizes of roundabouts operate similarly, but a mini-
roundabout is easier for snowplow operations, has less right-of-way impacts and would be anticipated
to cost less. A truck will be required to take over the intersection at times but truck volumes are low.
Based on the needs of the intersection for traffic types, intersection operations, right-of-way
constraints, and safety a mini-roundabout is recommended at this intersection.
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541
Appendix A: Proposed Intersection Concepts
and Volumes
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541
Appendix B: Intersection Counts
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Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541
Appendix C: Warrant Analysis Results
ALL WAY STOP WARRANT
LOCATION:Prior Lake, Mn
COUNTY:Scott
REF. POINT:Speed Approach Description Lanes
DATE:11/15/2016 30 Major App1:FRANKLIN TRAIL EB 1
30 Major App3:FRANKLIN TRAIL WB 1
OPERATOR:APA 30 Minor App2:PARK NICOLLET AVE 1
0 Minor App4:
0.70 FACTOR USED?No
MAJOR MAJOR MINOR MINOR WARRANT
HOUR APP. 1 APP. 3 APP. 2 APP. 4 MET
0:00 - 1:00 16 11 9 0 /
1:00 - 2:00 16 9 3 0 /
2:00 - 3:00 16 3 7 0 /
3:00 - 4:00 4 5 2 0 /
4:00 - 5:00 16 12 17 0 /
5:00 - 6:00 60 34 45 0 /
6:00 - 7:00 159 121 134 0 /
7:00 - 8:00 279 206 222 0 X/X
8:00 - 9:00 195 192 186 0 X/
9:00 - 10:00 157 150 161 0 X/
10:00 - 11:00 136 130 153 0 /
11:00 - 12:00 137 169 171 0 X/
12:00 - 13:00 182 195 174 0 X/
13:00 - 14:00 199 164 178 0 X/
14:00 - 15:00 180 185 186 0 X/
15:00 - 16:00 211 257 208 0 X/X
16:00 - 17:00 295 367 244 0 X/X
17:00 - 18:00 367 369 287 0 X/X
18:00 - 19:00 257 234 154 0 X/
19:00 - 20:00 146 148 99 0 /
20:00 - 21:00 118 116 90 0 /
21:00 - 22:00 64 85 57 0 /
22:00 - 23:00 51 44 51 0 /
23:00 - 24:00 19 16 13 0 /
Met (Hr)Required (Hr)
Allway Stop Warrant:4 8 Not satisfied
REMARKS:
35
200
MINOR TOTAL
APP. 2 + APP. 4
9
3
7
2
90
57
51
13
174
17
45
222
186
161
154
134
736
491
153
171
244
287
99
178
186
208
149
95
306
377
363
365
468
662
234
294
300
MAJOR TOTAL
307
266
Σ (APP. 1 & APP. 3)
27
25
19
9
28
94
280
485
387
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541
Appendix D: Crash Report
Crash Detail Report
Franklin Tr & Park Nicollet Ave
Report Version 1.0 March 2010
PRIOR LAKE
10/20/2015
County:City:
Severity:
Road Type:
Crash Type:
Surf Cond:
Light Cond:
Weather 1:
Weather 2:# of Vehicles:
First Event:
To Junction:
Traffic Device:
Speed Limit:
Diagram:
Reliability:
Officer:
Trav Dir:
Veh Act:
Veh Type:
Age:
Gender:
Cond:
Cont Fact 1
Cont Fact 2
Unit 1 Unit 2 Unit 3
Sys:
Route:
05-MSAS
31300124 000+00.057
Crash ID:Date:Time:
Road Char:
PROPERTY DAMAGE
NOT SPECIFIED
NOT SPECIFIED
COLL W/MV IN TRANSPORT
DRY
DAYLIGHT
CLEAR
NOT SPECIFIED
NOT SPECIFIED
NOT SPECIFIED
NOT APPLICABLE
30
SIDESWIPE PASSING
LESS CONFIDENT
2.00
153240079
SCOTT
1215
EAST
STRAIGHT AHEAD
PASSENGER CAR
73
F
NOT SPECIFIED
NOT SPECIFIED
NOT SPECIFIED
E
STRAIGHT AHEAD
99
80
F
NOT SPECIFIED
NOT SPECIFIED
NOT SPECIFIED
WORK AREA: COUNTY_CODE('70') - SPATIAL FILTER APPLIED
Selection Filter:
Analyst:Notes:
Aaron Anderson
11/16/2016 Page 1 of 1MnCMAT 1.0.0
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541
Appendix E: LOS Tables
EBT EBR WBL WBT NBL NBR Direction Max Queue (ft)
AM 3 A 9 A 1 1 4 2 9 5 NBR 80
PM 6 A 23 C 2 1 7 5 23 5 NBL 115
AM 3 A 9 A 1 1 4 1 9 5 NBR 90
PM 5 A 19 C 2 1 6 1 19 5 NBR 110
AM 6 A 8 A 8 5 7 7 6 5 EBT 115
PM 9 A 12 B 12 9 11 11 7 5 EBT 180
AM 3 A 9 A 1 1 4 2 9 5 NBR 80
PM 6 A 23 C 2 1 7 5 23 5 NBL 115
AM 3 A 9 A 9 2 1 1 3 1 EBL 110
PM 4 A 15 B 15 2 1 1 4 1 EBL 160
AM 6 A 7 A EB 25
PM 9 A 10 A EB 50
1 Delay in seconds per vehicle
2 Maximum delay and LOS on any approach and/or movement
Roundabout
3 Limiting Movement is the highest delay movement.
4 Max v/c Ratio is the highest individual movement or lane group v/c ratio
5 ICU is the intersection capacity utilization
All-Way Stop Control
Northbound Free Right
Realignment: East/South as Thru Movement
Side Street Stop Control
Add WBL Turn Lane (100ft)
Options
5
7
7
8
Peak
Hour Intersection Delay1 Maximum Delay-
LOS2
7
10
Movement Delays (sec/veh)CRITICAL APPROACH QUEUE
EBT EBR WBL WBT NBL NBR Direction Max Queue
(ft)
AM 4 A 12 B 1 1 5 2 12 6 NBR 100
PM 12 B 80 F 2 1 11 10 80 9 NBR 360
AM 3 A 11 B 1 1 4 1 11 6 NBR 100
PM 10 A 65 F 2 1 10 2 65 9 NBR 285
AM 7 A 9 A 9 6 8 8 6 5 EBT 150
PM 22 C 31 C 31 28 25 24 9 7 EBT 280
AM 3 A 11 B 1 1 5 2 12 6 NBR 100
PM 10 A 65 F 2 1 11 10 80 9 NBR 360
AM 4 A 11 B 11 2 1 1 3 1 EBL 145
PM 8 A 31 C 30 4 1 1 5 1 EBL 260
AM 7 A 8 A EB 50
PM 11 B 14 B EB 100
1 Delay in seconds per vehicle
2 Maximum delay and LOS on any approach and/or movement
4 Max v/c Ratio is the highest individual movement or lane group v/c ratio
14
6
3 Limiting Movement is the highest delay movement.
Side Street Stop Control
5 ICU is the intersection capacity utilization
Northbound Free Right
Realignment: East/South as Thru Movement
Maximum Delay-
LOS2
8
Movement Delays (sec/veh)
All-Way Stop Control
Roundabout 9
Critical Approach Queue
Add WBL Turn Lane (100ft)
Options
8
9
Peak
Hour Intersection Delay1
Prepared by: Bolton & Menk, Inc.
Franklin Trail and Park Nicollet Avenue Traffic Study ǀ T18.112541
Appendix F: Roundabout Snowplow Path
Considerations
01.05.17 Received and Noted for Public Hearing FileXXXXX
02.08.17
On Jan 31, 2017, at 4:44 PM, Margaret Pflug-Balfanz < wrote:
Dear Council Members,
I own the property located at 16353 Timber Crest Dr. in Prior Lake which has been included in
the Franklin Trail Project Assessment.
I attended the meeting on this matter on January 9 th, 2017 as well as the prior meeting which I
believe was in November. I believe you have heard from several of my neighbors regarding
how poorly and unfairly we were treated at that meeting so I won’t bore you with more of the
same. Suffice it to say I felt like our time was not valuable as well as manipulated and duped by
councilmen McGuire’s craftily worded motion to continue the hearing.
I am a tax payer and do support the City in maintaining its infrastructure. I can’t support being
assessed for a project that has no direct benefit to me or my property. As you know the Timber
Crest Park Streets are private and we as residents are currently paying into a reserve fund for
the future repairs of our streets/water/sewer.
We pay taxes just like our neighbors who front/live on Franklin Trail and who enjoy all the
services the City offers such as street maintenance, sweeping, plowing etc. We owners at
Timber Crest Park receive no such services and in fact pay monthly to contractors to provide
those services. I’m sure you can see how frustrating an unfair this seems to all of us !
Perhaps the City would like to consider allowing Timber Crest Park to dedicate our streets to
the City for all future maintenance and repairs. Then perhaps this assessment would seem
more plausible and fair.
I am requesting that the Counsil provide documentation showing this type of assessment falls
within its typical assessment policy and further provide an assessment roll or history showing
Associations that have been assessed in a similar situation in the past i.e. assessed even though
they did not front the improved project road.
I am further requesting that the City remove the Timber Crest Park neighborhood from
assessment for the Franklin Trial Project.
Unfortunately I will not be able to attend the February 13th meeting as I will be out of town but
will provide your response to this email to my neighbor who will be attending that meeting
along with many other owners from the community.
Thank you for your time and consideration.
Margaret Balfanz
On Feb 7, 2017, at 10:26 AM, Alla Kovdiy < wrote:
To Whom It May Concern,
I am writing this letter to bring up my concerns about the road construction on Franklin Trail. It
is not fair to only charge the townhome owners. We are only using that side to enter and exit
from our home.
I would like to inform you that our family is financially not able to come up with extra money to
pay for the road construction.
Our financial situation is very tough and we live pay check to pay check.
We have three family members that are low income and work part time, which is just enough to
get by. On top of the mortgage and utility bills, we have medical bills and health expenses.
This is causing a lot of anxiety and worry about our finances.
Thank you for your understanding,
The Kovdiy family.
Dear member of the counsel,
Recently, I was informed of the upcoming road construction project happening in the Franklin
Trail area. As a resident who lives on bluff heights trail, I have been further informed that my
neighborhood may be obligated to pay for nearly half of the road c onstruction project. There
are a few reasons why this concerns me.
First off, this is a large sum of money. Each home in the neighborhood will be expected to pay
anywhere from $ 1,500 to $3, 500. This is 2-3 times the amount I pay for my property tax.
Furthermore, Bluff heights trail SE, is privately owned by our association; each family in the
neighborhood already pays a monthly association fee. This means that when the time comes
for our direct road to be repaired, it would be coming out of our pockets and we would get no
financial assistance from the city. Lastly, this construction project is on a road that many
residents of Prior Lake and beyond use daily. Other direct beneficiaries from this project are
businesses in the area, i.e. New Market Bank, Velishis Auto Sales, and Park Nicollet clinic, and
homes on the east side of Franklin trail. They are being assessed zero for this project.
I please ask that you reconsider how you are funding this project because it’s a heavy financial
burden for one neighborhood to take on especially when they are benefiting perhaps even less
than other surrounding homes and businesses.
Thank you,
Yablochkin Family
Residents of:
5042 Bluff heights trail SE
Prior Lake, MN 55372
HUEMOELLER & GONTAREK PLC
ATTORNEYS AT LAW
16670 FRANKLIN TRAIL
P.O. BOX 67
AN
PRIOR LAKE, MINNESOTA 55372 J.GONTARE S
ALLISON J. TAREK
(952) 447-2131 (Office) DAVID A.HANSEN
(952) 447-5628 (Fax) BRYCE D.HUEMOELLER
Email: hg@priorlakelaw.com
February 8, 2017
Prior Lake City Council
Prior Lake City Hall
4646 Dakota Street SE
Prior Lake, MN 55372
Re: 2017 Franklin Trail Reconstruction Project (Project)
Dear Council Members:
This letter relates to the Council's consideration of the Project at its meeting on
February 13.
The following views and suggestions are made on behalf of Lake Vista Holdings LLC
and Huemoeller & Gontarek PLC, the owners and tenants of Units 200 and 210,
Condominium 1000,Franklin Trail Office Condominium, 16670 Franklin Trail SE(16670).
We appreciate the opportunity extended to us by the Council to review the proposed
changes to the Franklin Trail/Park Nicollet intersection (Park Nicollet Intersection), and
particularly, the January 4, 2017, study and recommendation (January Study) of a mini-
roundabout(Roundabout) for this intersection. We did retain Ed Terhaar, a traffic engineer
with Wenck,for assistance; and Ed's observations have been filed with the City on behalf of
both Franklin Trail Office Condominium (FTOC) and the Pet Hospital, and are part of the
record of this proceeding.
The FTOC was constructed in 1979, with two accesses onto Franklin Trail. The
westerly access is also the access point for the adjacent property occupied by the Prior Lake
Pet Hospital(Pet Hospital)at 16680 Franklin Trail Southeast(16680). The easement across
FTOC is the exclusive means of access to the Prior Lake Pet Hospital used by all of its staff,
customers and vendors.
FTOC is fully occupied and busy. The businesses in FTOC have been historically
stable, currently with over 106 employees. The Pet Hospital has approximately 30
employees. Parking is adequate,but at times limited. Both accesses are regularly used and
Prior Lake City Council
February 8, 2017
Page 2
necessary. Road changes that impede or restrict access or interfere with internal traffic flow
or the availability of parking will have a material and negative impact on 16670.
For the reasons highlighted in this letter, it is the position of FTOC and the Pet
Hospital that the addition of the Roundabout to the Project is premature and unnecessary
at this time. To facilitate the continued and orderly growth of the business community
along STH 13 between CSAH 21 on the north and CSAH 23 on the south(the South STH
13 Business Area), there needs to be a fundamental evaluation by the City of longer-term
traffic circulation to and from this Area and a recognition that Franklin Trail between
CSAH 21 and STH 13 has become a multiple family and commercial collector street.
We would ask the Council to consider the following key facts, set forth in the
Study and in conversations with City staff, in its deliberations on the Project:
1. Although the Park Nicollet Intersection is very busy at peak times, it
remains safe by accepted standards.
2. A reconstruction of the Franklin Trail/Anna Trail/STH 13 intersection, with
full signals, is probably within the foreseeable future. Any such reconstruction will
impact the access to 16670 and 16680 and a redesign of the Park Nicollet Intersection,
along with any Roundabout.
3. Since a considerable amount of the vehicles using the Park Nicollet
Intersection are essentially"through traffic" in route to homes and parks in the southeast
area of the City, there are other options available to the City to mitigate the impact of such
traffic. One immediate alternative, as an example, is to extend Fish Point Road to
Mushtown Road, with broader benefit and significantly less negative impact.
4. While a reconstruction of Franklin Trail may be necessary in general,the street
has been, in recent years, a significant collector street and means of access to other
neighborhoods and commercial or public areas. The need for this Project is not being
generated by local traffic; and the Project is really of more general benefit to the City at large
than to the individual parcels abutting Franklin Trail.
5. The proposed Roundabout appears to interfere or restrict current traffic patterns
and access to both 16670 and 16680. It is possible that the design of the Roundabout could
be approved,but only if Franklin Trail is widened by a bypass lane to accommodate left turns
into 16670/16680 for eastbound traffic at both accesses to 16670. Anything less could rise to
the level of a taking.
Prior Lake City Council
February 8, 2017
Page 3
6. Under the unique circumstances of Franklin Trail, which has in essence
become a collector street for traffic passing through to the South STH 13 Business Area and
the homes and parks in the southeast area of the City, it is difficult to see the unique benefit
to adjacent properties from the Project. Proportionate impact is always a factor in
governmental exactions and assessments. In this unique case, the impact requiring the
improvement is primarily attributable to general public use, and not to the impact of the
adjacent properties.
7. The proposed assessment may also be defective from the standpoint that
several properties which rely on Franklin Trail for primary(or even exclusive)access are not
included in the assessment roll. The Project does not meet the criteria in the City's
Assessment Policy Guide for either area assessments or front footage assessments because of
the collector nature of the street and geographic distribution of the users. But if an area
forinula is used,it needs to include all properties that abut or have direct access onto Franklin
Trail, and also any properties for which Franklin Trail is a primary means of access.
Thank you for your consideration of this letter. To recap, we are requesting that the
Council consider the following:
1. We are not opposed to the reconstruction of Franklin Trail,but request that the
evolving long term character of the area and use of the street be considered in the design.
2. The construction of the Roundabout should be delayed for consideration with a
future reconstruction of the Franklin Trail/Anna Trail/STH 13 intersection. The Roundabout
is premature and unnecessary at this point in time.
3. If the Roundabout is approved for addition to the Project, the design should
include a bypass lane along its south side and signed striped east-bound left turn lanes onto
the existing access to 16670 and 16680.
4. The proposed assessment roll be re-evaluated to include all affected properties
and account for the general public nature of all aspects of the Project.
Sincerely yours
1 "
Bryce D. Huemoeller
BDH:ab
Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249
Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com
-
February 9, 2017
Mr. Greg McClenahan
Franklin Trail Office Condominium Association
16670 Franklin Trail S.E., Ste. 210
Prior Lake, MN 55372
Dr. Joshua Albright
Prior Lake Pet Hospital
16680 Franklin Trail SE
Prior Lake, MN 55372
RE: Review of Franklin Trail/Park Nicollet Avenue Intersection
Dear Greg and Joshua,
I have reviewed the information provided, including the Feasibility Report and the Franklin Trail
and Park Nicollet Avenue Traffic Study dated January 4, 2017. I offer the following comments
and observations:
Under existing conditions, the intersection and all movements operate at acceptable
levels of service during both the a.m. and p.m. peak hours. The traffic study
includes year 2036 analysis based on a 1 percent yearly growth factor. Under 2036
conditions, the intersection and all movements operate at acceptable levels of
service during the a.m. peak hour. During the p.m. peak hour, the intersection and
all movements except the northbound left turn operate at acceptable levels of
service. The northbound left turn operates at level of service F during the p.m. peak
hour.
The traffic volumes at the Franklin Trail/Park Nicollet Avenue intersection do not
meet traffic signal or all-way stop volume warrants.
The traffic study indicates that future signalization of the T.H. 13/Franklin Trail
intersection will result in vehicle queues that will impact the Franklin Trail/Park
Nicollet Avenue intersection and the access points on the north side of Franklin Trail.
In addition, the project will include the development of turn lanes on Franklin Trail,
which will also impact the Franklin Trail/Park Nicollet Avenue intersection and the
access points on the north side.
Given the above points, making changes to the Franklin Trail/Park Nicollet Avenue
intersection is premature at this time. The intersection operates at acceptable levels
of service under existing conditions and is expected to operate poorly during only
one hour per day under year 2036 conditions. In addition, future changes to the
T.H. 13/Franklin Trail intersection will have impacts on the Franklin Trail/Park Nicollet
Avenue Intersection that are not fully known at this time.
Pedestrian movements across Franklin Trail can be accommodated with the
installation of a signed and striped crosswalk at the Franklin Trail/Park Nicollet
Avenue intersection.
Mr. Greg McClenahan
Dr. Joshua Albright
February 9, 2017
2
Please contact me if you have any questions on this information.
Sincerely,
Wenck Associates, Inc.
Edward F. Terhaar, P.E.
Principal