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07(A) - Conduct a public hearing, order the improvements, order the preparation of plans and specifications, and authorize a consultant pool work order for the Downtown South Reconstruction Project (CP 2020-1 Report
Page 1 of 2 Public Works Consultant Pool Work Order Downtown South Reconstruction Project (2020-11) BOLTON & MENK This work order (“Work Order”) is issued on this 3rd day of May, 2021 by the City of Prior Lake (“City”) pursuant to the Public Works Consultant Pool – Master Agreement dated April 20, 2020 (“Contract”) between the City and Bolton & Menk (“Consultant”). Based on the mutual promises and covenants set forth herein, the sufficiency of which are hereby acknowledged, the City and Consultant agree as follows: 1. Scope of Work Order. Consultant agrees to provide, perform and complete all the services requested by the City in this Work Order and attached Exhibit 1 (“Work”), which Work shall be subject to the terms and conditions of this Work Order and the Contract. 2. Term of Work Order. All Work requested by this Work Order shall be completed in accordance with the project schedule established by the City Engineer. 3. Compensation for Work Order. City agrees to pay the Consultant a fixed sum of $469,834 as full and complete payment for the Work requested by this Work Order. 4. Consultant Representative. Consultant has designated Brian Hilgardner to manage the Work Order subject to the supervision of Consultant’s representative. ISSUED BY CITY OF PRIOR LAKE ___________________________________ City Manager RECEIVED AND ACCEPTED BY CONSULTANT ___________________________________ By:________________________________ Its:________________________________ Page 2 of 2 Exhibit 1 – Scope of Work Order 12224 Nicollet Avenue | Burnsville, MN 55337-1649 Ph: (952) 890-0509 | Fax: (952) 890-8065 | Bolton-Menk.com Contact: Brian Hilgardner, P.E. (612) 328-4729 Brian.Hilgardner@bolton-menk.com February 7, 2020 City of Prior Lake Proposal for 2021 Downtown South Reconstruction Project 12224 Nicollet Avenue Burnsville, MN 55337-1649 Ph: (952) 890-0509 Fax: (952) 890-8065 Bolton-Menk.com Bolton & Menk is an equal opportunity employer. February 7, 2020 Nick Monserud, P.E. Assistant City Engineer 4646 Dakota Street SE Prior Lake, MN 55372 952-447-9834 nmonserud@cityofpriorlake.com RE: Proposal for 2021 Downtown South Reconstruction Project Dear Mr. Monserud: The 2021 Downtown South Reconstruction Project will improve essential city infrastructure and revitalize the neighborhood’s aesthetics. Prior Lake’s plan to complete the project in conjunction with the Beard Group Development and new VFW will re-energize area development. Like you, Bolton & Menk, Inc. takes great pride in designing and managing projects that are safe, sustainable, and beautiful. We understand what the city needs for successful project completion. I am confident we are the best project partner to deliver the quality of service and value that the City of Prior Lake expects. City of Prior Lake Experience. We have worked with city staff for ten years while performing construction services associated with private development. In addition, we provided design and construction services for the most recent large-scale reconstruction projects in 2015 and 2017. We delivered these projects successfully—on time and within budget—and received excellent bids on both projects. This work has helped us develop a cohesive working relationship with city staff. Our knowledge of the city’s plan standards, specifications, details, and project process provides cost savings not illustrated within our proposal. We will use several key staff who have worked on previous projects in Prior Lake to provide value through experience. Our complete understanding of Prior Lake’s project process minimizes the time city staff need to spend on it. Experienced Community Engagement Strategies. We understand the recent street and utility improvements in this area have been wearing on the community, and we appreciate your need to prioritize project communication. Prior Lake can trust our project communication specialists, Chris Chromy and Nicole Schmidt, to create and deliver a customized communication plan. They will use a mixture of face-to-face and online services to ensure Prior Lake stakeholders are engaged and well informed. Our recent communication services on the TH 13/ CR 21 project were well-received by the city and community. These same residents and businesses will be impacted by this project, as well as the Beard Group Development and new VFW. We will present these entities and individual projects as a collaborative effort to ensure consistent messages. By choosing Bolton & Menk, Prior Lake will get a proven leader in public outreach and communication services, which can help alleviate negative consequences associated with ineffective communication. Bolton & Menk is an equal opportunity employer. Nick Monserud, P.E. February 7, 2020 Page 2 Expertise in Reconstruction Projects and Interagency Collaboration. Our team has completed engineering services on numerous reconstruction projects. We have successfully worked through several challenging designs—difficult street grades, driveway slopes, retaining walls, yard drainage, sewer grades, utility conflicts, difficult contractors, state aid restrictions, multi-agency collaboration, and resident access. We produce excellent projects on time and within budget, as illustrated by our project examples and references included in this proposal. A Team You Can Trust. We stand by our recommendations. Eric Seaburg and I take ownership of decisions, issues, and concerns. We have led projects with these exact challenges and will consider the future effects of our design, budget, and schedule. When you choose Bolton & Menk, you can trust we will work tirelessly to find the right solution to complement Prior Lake’s future. We are excited to continue our service in Prior Lake with the 2021 Downtown South Reconstruction Project. Eric Seaburg will serve as your project manager, coordinating day-to-day design and construction communication. I will serve as the principal-in-charge and senior project manager and be very involved with the overall management of the project. Please contact me at 612-328-4729 or brian.hilgardner@bolton-menk.com if you have any questions regarding our proposal. Respectfully submitted,Bolton & Menk, Inc. Brian J. Hilgardner, P.E. Senior Project Manager/Principal-in-Charge Section 1 Section 2 Section 3 Section 4 Section 5 TABLE OF CONTENTS Project Understanding 1 Detailed Work Plan and Schedule 4 Key Personnel 11 Related Experience and References 15 Fees 20 PROJECT UNDERSTANDING Section 1 1 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Project Understanding PROJECT UNDERSTANDING The City of Prior Lake is seeking professional services to assist with topographic survey, feasibility report, communication, preliminary and final design, bidding, assessment process, construction staking, construction administration, construction materials testing, state aid documentation, and as-builts associated with the 2021 Downtown South Reconstruction Project. The streets include Colorado Street (Duluth Avenue to Main Avenue), Pleasant Street (Duluth Avenue to TH 13) and Main Avenue (Pleasant Street to Colorado Street). All these streets are state aid routes and will be required to meet state aid guidelines. We understand traffic control, phasing, and construction access are critical aspects requiring thorough consideration during the communication, preliminary design, final design, and construction management phases. Our staff takes great pride in managing projects that exceed stakeholder expectations with respect to accommodating local property and business owners. We will implement an array of communication tools to effectively communicate with stakeholders—project website, social media, project mailings, open houses, and online questionnaires and surveys as warranted. Our team will be the first point of contact for project-related questions so city staff can focus on other important city initiatives. Our public engagement and outreach will go beyond just the street project as well. We have met with city staff and members of the Beard Group who are scheduled to complete a redevelopment of the eastern block between Colorado Street and the Pleasant Street. This redevelopment concept plan illustrates medium/high density housing along with parking and is anticipated to be constructed in 2021. In addition, the VFW is planning to construct a new building just south of their existing building beginning in July of 2020. It is expected these projects will be nearing completion in late 2021. Bolton & Menk recently completed project communication and outreach on the TH 13/CR 21 Project, which was well- received by the community and Prior Lake City Council. As a result, the city feels we are suited to deliver this project by continuing consistent outreach and engagement to the project area, including many of the same businesses and residents impacted at the current project. Bolton & Menk will also provide visioning as it related to landscape architecture to tie into other recent downtown 2Project Understanding 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota projects. During the TH 13/CR 21 Project, Bolton & Menk held a corridor visioning workshop to help finalize visions from the city’s comprehensive plan. A Downtown Character Advisory Committee (DCAC) was created to more thoroughly review streetscape elements to be included in the project. This committee was made up of 14 community members including business owners, students, residents, and agency representatives. This group identified streetscape priorities and finalized the design palette to provide consistent streetscape character throughout downtown Prior Lake. We will use this same approach and continue the aesthetic to this project. We will provide a typical section along Main Avenue with diagonal parking included. We will need to verify the diagonal parking fits within the existing roadway corridor while still meeting state aid guidelines. There is also diagonal parking being proposed along a portion of Pleasant Street (and possibly Colorado Street) that will also need to meet these guidelines. In the event a variance is needed, we have illustrated the variance hearing dates for 2020 below. We ran into this similar situation on 2nd Street on the Hastings Riverfront Renaissance Project (included in our reference projects) and were successful in receiving a variance for the length of the parking stalls. • Thursday, March 5, 2020 • Thursday, June 4, 2020 • Thursday, September 3, 2020 • Thursday, November 25, 2020 Public utilities, including water main, sanitary sewer, and storm sewer in this neighborhood, are aged and require various levels of rehabilitation. Bolton & Menk will design the utilities to best fit within the corridor and to meet city standards and details. If necessary, Bolton & Menk will also evaluate the opportunity to use trenchless technologies. We are an industry leader in trenchless technologies and can provide the knowledge and experience necessary to implement these trenchless practices. At project completion, city staff and residents can rest easy knowing the vital city utility systems they rely on will serve them for years to come. 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota © 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS COLORAD O S T R E E T MAIN AVENUEPLEASANT STREET EAGLE C R E E K A V E ( C O U N T Y R O A D 2 1 )ARCADIA AVENUEHIGHWAY 13MSAS 131 MSAS 119MSAS 102DULUTH AVENUE(MSAS 101)N:\Proposals\Prior Lake\Colorado Street\Location Map.dwg 1/27/2020 2:34:02 PMR Colorado Street Prior Lake, MN Location Map January 2020 R FEETSCALE 0 100 200 HORZ. 3Project Understanding DETAILED WORK PLAN AND SCHEDULE Section 2 4 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Detailed Work Plan and Schedule DETAILED WORK PLAN AND SCHEDULE Bolton & Menk understands the importance of not only achieving the desired outcome of each of the following tasks but also completing them on time and within budget. It is our commitment to facilitate a successful process for the City of Prior Lake and the 2021 Downtown South Reconstruction Project. We will put special emphasis on working with city staff to ensure the project's success. A summary of our approach to key project elements is outlined in the task descriptions below. Task 1: Feasibility Studies Subtask 1.1 Prepare Feasibility Studies Objective: Complete a preliminary layout of desired improvements, identify issues or risks to the project's success requiring greater exploration during final design, and communicate these elements to project stakeholders. Description: We will perform preliminary design in coordination with city staff to determine if the project is necessary, feasible, and cost-effective. Deliverables: Four individual feasibility studies in advance of required submittal delivered to the city council, at which time staff may comment on the preliminary studies; final feasibility studies will be submitted to city council with city comments addressed Subtask 1.2 Geotechnical/ Environmental Exploration Objective: Utilize a geotechnical subconsultant to perform geotechnical and environmental documentation. Description: We have partnered with Braun Intertec for geotechnical evaluation services on this project. This work will include soil borings, pavement cores, and summary of findings with recommendations. This project is situated in the city’s historic downtown area. Several parcels have redeveloped, and land uses have changed over time. City staff noted that a few of the previous property uses may pose contamination risks. Due to the prospect of encountering contaminated soils, Braun Intertec will provide a Phase 1 Environmental Assessment (ESA) to further identify potential risks. We have assumed a “corridor” approach to the Phase I ESA which will provide the most cost-effective way to identify which parcels, if any, require a Phase II investigation. Phase II investigations, if required, would be considered additional services. A full scope of services and assumptions are included in the enclosed proposal from Braun Intertec. Deliverables: Report and correspondence. Task 2: Topographic Survey Objective: Create a base map identifying above and below ground existing features in electronic format. The base map will serve as the basis and background for final design. Description: Gather pertinent field information on city infrastructure, adjacent buildings, right-of-way, contours, and private small utilities. We will locate underground utility information and describe available as-builts, field markings, and private utility map information facilitated through Gopher State One Call. We will also complete manhole reports for located manholes and catch basins. Right-of-way and property lines will be illustrated based on found field monumentation and plat information received from the city. Deliverables: Topographic survey information and a digital copy of the base map Task 3: Design Subtask 3.1 Existing Plans Objective: Prepare a base plan to be used in preliminary and final design. Description: We will prepare a base plan identifying locations and elevations of all physical features, right-of- way, and existing profiles in Auto CAD Civil 3D format. Deliverables: Base plan for review and verification 5Detailed Work Plan and Schedule 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Subtask 3.2 Preliminary and Final Design Plans and Specifications Objective: Complete preliminary and final design. Description: We will prepare preliminary and final plans and specifications in coordination with city staff. Major design components will include the following: • Roadway alignment and width • Profiles and intersection layout with curb and gutter elevations • Cross-sections at 50-foot intervals, driveways, and critical design locations • Existing location and elevations of all existing utilities • Storm sewer sizing and design, including discussions with governing agencies and city staff on the proper stormwater management plan • Communication with all small utilities to discuss replacement and/or relocation, including electric, gas, telephone, cable TV, etc. • Location and elevations of the proposed sanitary sewer system, including incorporating cast in place pipe (CIPP) in accordance with the City of Prior Lake’s Public Works Design Manual • Proposed water main locations, elevations, and sizing according to city staff and in accordance with the City of Prior Lake’s Public Works Design Manual • Location of signing and striping • Stormwater Pollution Prevention Plan (SWPPP), including plan sheets and specifications • Traffic control and construction phasing plan with an emphasis on neighborhood access during construction • Statement of estimated quantities, including street, utilities, and miscellaneous construction items, all consistent with the City of Prior Lake’s Standard Specifications—specifically, the city’s method of measurement and payment Deliverables: Preliminary and final plans Subtask 3.3 Prepare Contract Documents Objective: Prepare contract documents based on city standards. Description: We will work with city staff to prepare the overall contract documents for bidding and construction purposes. Documents will include • Plans • Standard city specifications • Standard city details • Special provisions for street and utility construction • Bidding schedule Deliverables: Hard and electronic copy of final plans and specifications Subtask 3.4 Submit to City for Review and Approval Objective: Submit final plans and specifications to city for review and approval. Description: We will work with city staff to submit multiple copies of the plans and specifications for final city staff approval. Deliverables: Preliminary and final plans at 50%, 75%, and 100% complete stages; statement of estimated quantities and meeting notes from all design review with city staff Subtask 3.5 Obtain All Required Permits Objective: Obtain approval on all required permits. Description: We will prepare permit applications, secure city signature, and submit to governing agencies (permit fees to be paid for by the city). Deliverables: Copies of all submitted permits, including cover letters Subtask 3.6 Street Lighting Design Coordination Objective: Determine any street lighting replacement needs or additions. Description: We will work with local utility companies to determine areas of replacement or additions. Deliverables: Copies of correspondence Subtask 3.7 Prepare Opinion of Probable Construction Costs Objective: Prepare opinion of probable construction cost. 6Detailed Work Plan and Schedule 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Description: We will use past City of Prior Lake bid information, current contractor pricing, and overall knowledge of the city, local contractors, and site conditions to prepare an opinion of probable construction costs. Deliverables: Electronic and hard copy opinion of probable costs Task 4: Bidding Administration Subtask 4.1 Prepare Advertisement for Bids and Submit to Publications Objective: Prepare advertisement for bids. Description: City staff will prepare and submit to required publications. Deliverables: Not applicable Subtask 4.2 Distribute Plan Sets Objective: Distribute plans to potential bidders. Description: Staff will prepare and submit to required publications. Deliverables: Electronic and paper copies of plans and specifications Subtask 4.3 Answer Bidders' Questions Objective: Answer all bidders’ questions. Description: We will answer all written and verbal questions from potential bidders. Deliverables: Not applicable Subtask 4.4 Issue Addenda Objective: Prepare addenda. Description: We will prepare addenda for distribution by the city. Deliverables: Addenda in electronic and hard copy format Subtask 4.5 Bid Opening and Tabulation Objective: Assist the city with bid opening. Description: We will attend the bid opening. Deliverables: Not applicable Subtask 4.6 Prepare Letter of Award Recommendation Objective: Award contract to contractor. Description: We will prepare letter of award recommendation. Deliverables: Letter of award Task 5: Construction Services Subtask 5.1 Construction Administration Objective: Perform construction administration. Description: Our team's project manager will perform the following construction administration responsibilities: • Facilitate preconstruction meeting • Perform on-site review pertaining to work and progress • Attend weekly progress meetings as needed • Prepare change orders and written directives • Approve shop drawings, material lists, and suppliers • Review and approve pay requests Deliverables: Copies of meeting notes, change orders, directives, shop drawings, materials lists, supplier’s lists, and pay requests Subtask 5.2 Field Staking Objective: Complete necessary construction staking. Description: Survey crews will complete construction staking on the following features: • Construction limits and right-of-way • Grading • City utilities • Concrete curb and gutter • Signage • Miscellaneous infrastructure features Deliverables: Construction stakes and documentation of all survey points installed 7Detailed Work Plan and Schedule 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Subtask 5.3 Construction Observation Objective: Provide a highly-qualified individual to serve as resident project representative (RPR) to perform construction administration and observation of the contractor’s work while in progress. Description: The RPR, an experienced and qualified design professional, will be on-site full time for 25 percent of the project during the various stages of construction to observe and review the quality of work. All of our RPRs are MnDOT certified and have extensive training and experience. The RPR will perform the following tasks: • Provide day-to-day construction observation and coordination between contractor, city, and residents/ property owners • Maintain daily construction logs and documentation of pay items • Coordinate and document materials testing requirements and material certifications • Wage and payroll • Work with city and contractor to prepare monthly pay requests Deliverables: Inspection notes, photos, and other field records Task 6: Project Close-Out Subtask 6.1 Conduct Final Review of Project Objective: Review project site with the city and contractor. Description: We will walk the site with project stakeholders and identify any punchlist items that need to be addressed. We will also review any punchlist items until acceptable by the city. Deliverables: Copy of any punchlist items Subtask 6.2 Prepare Letter of Final Acceptance Objective: Prepare final acceptance of the project by the city. Description: Bolton & Menk will prepare a letter of final acceptance and ensure all bonds, liens, waivers, and IC 134 Forms have been completed and submitted by the contractor. Deliverables: Copies of all final paperwork and acceptance letter Subtask 6.3 Obtain Record Information from Field Representatives Objective: Obtain record drawing information from field representatives. Description: Our team will gather field information prepared by the contractor and subcontractors for use in preparing record drawings. Deliverables: Copies of all field information obtained from contractor Subtask 6.4 Prepare Record Drawings Objective: Prepare final record drawings. Description: We will prepare record drawings in electronic format. Deliverables: Electronic and paper drawings Task 7: Project Communication and Public Engagement Objective: Prepare public involvement plan that informs, engages, and provides an opportunity to collaborate with stakeholders. Description: Our team will work with city staff on the public involvement plan and attend neighborhood meetings to identify key project issues and concerns from residents and businesses. We will incorporate this information into the design. The public engagement plan will allow interested parties an opportunity to participate in the project, while giving city officials the confidence that all issues are addressed during the process. Deliverables: Copies of meeting notes and any necessary project analysis; website, email blasts, pop-up meetings (as needed), preconstruction open house, hotline, project email maintenance, newsletters, and notices 8Detailed Work Plan and Schedule 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Task 8: Assessment Process Subtask 8.1 Receiving Feasibility Reports Objective: Present feasibility report and call for public hearing. Description: We will attend the city council meeting and present the feasibility report to the council. Deliverables: Electronic and hard copies of the feasibility report Subtask 8.2 Public Hearing and Ordering of Improvements Objective: Complete public hearing on improvement and ordering of improvements and prepare plans and specifications. Description: We will attend the public hearing and city council meeting to answer any questions from the public or council. Deliverables: Copies of meeting notes Subtask 8.3 Approval of Plans Objective: Obtain approval of plans and specifications. Description: We will attend the city council meeting to answer questions. Deliverables: Copies of meeting notes and final plans and specifications Subtask 8.4 Acceptance of Bid Objective: Obtain award of construction contract. Description: We will attend the city council meeting to answer questions. Deliverables: Copies of meeting notes Subtask 8.5 Declaration of Assessments Objective: Declare cost to be assessed and order preparation of proposed assessment. Description: Bolton & Menk staff will attend city council meetings as necessary to answer questions. Deliverables: Not applicable Subtask 8.6 Assessment Hearing Objective: Establish assessment hearing. Description: Bolton & Menk staff will attend city council meetings as necessary to answer questions. Deliverables: Not applicable Subtask 8.7 Assessment Adoption Objective: Adopt assessment roll. Description: Bolton & Menk staff will attend city council meetings as necessary to answer questions. Deliverables: Not applicable Task 9 Project Coordination & Project Management Team (PMT) Objective: Provide highly effective coordination between all stakeholders. Description: We will form a PMT to facilitate continuous communication between all stakeholders. This group will meet monthly or more frequently as required. A successful PMT process includes thoughtful meeting agendas, engaged participants, and prompt meeting minutes with action items. Deliverables: Meeting agendas, meeting figures, meeting minutes, and specific action items Task 10 Landscape Architecture Objective: Incorporate landscape architecture elements into final design. Description: Municipal downtown street improvements are often enhanced by landscape architecture. These improvements are highly visible and help define the corridor. Our preliminary and final landscape architecture design will be based on the design palette and streetscape priorities developed by the Downtown Character Advisory Committee (DCAC). Deliverables: Preliminary layouts, final design, and specifications 9Detailed Work Plan and Schedule 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Task 11: Construction Materials Testing Objective: Perform construction materials testing in accordance with project specifications and MnDOT Schedule for Materials Control. Description: Braun Intertec will be responsible for performing the construction materials testing on this project. Braun has extensive experience performing these tasks on other MnDOT State Aid projects. A detailed work plan from Braun Intertec is available upon request. Deliverables: Construction materials testing results, state aid documentation, and recommendations on field changes if necessary We deliver the right solutions. Through client collaboration, we identify the best solutions for each project, incorporating innovation based on client/project objectives. 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Open House 3 Open House 1 Open House 2 Video Pop Up Approve Plans Select ContractorImprovement Hearing/ Order Project Order Feasibility Report Accept Feasibility Report Preparation and Education Communication Construction Communication Website and Email/Text Blasts Neighborhood Meetings Pop-Up Video Open Houses Our team will prepare materials for three open houses. These open houses will share information for both the 2020 M&O and Beard Group project. Our team will create and distribute all invites. Our team will host two neighborhood meetings to address specific concerns of homeowners and business owners may have. Attendees will include immediately impacted residents and businesses. Bolton & Menk will attend Lakefront Days to share information about the project. Our team will create and maintain a project website and email/text subscription throughout the project. This will streamline project content sharing. Bolton & Menk will create a short 1-2 minute video to explain what is being built, staging, and how to stay informed during construction. Open House 1 will introduce the projects, share schedule and what to expect, and allow participants to share comments and concerns. Open House 2 will share updated figures for each project and a more specific schedule. Open House 3 will share the final layout, what to expect during construction, and how to stay informed during construction Weekly Updates Similar to Moving Forward 13-21, our team will create a minimum of one construction update per week. This will include information from both the 2021 Street Reconstruction project and the Beard Group project. Updates will be posted on the project website and pushed out via email, text, and Facebook. Maps, Notices, and Newsletters Our team will create maps, notices, and newsletters as needed to communicate upcoming impacts. Community Liaison Bolton & Menk will serve as a the community liaison during the project. This will include maintaining a project hotline and email, responding to inquiries, and meeting with businesses as necessary. Weekly Meetings The community liaison will attend weekly construction meetings to gather pertinent information to share with the public. 2021 Downtown South Construction Communication Plan 2020 VFW Rebuild (9-10 Months) 2021 Downtown Reconstruction Project (8 months) Beard GGrroouupp Development Construction (12-14 months) 2021 JAN JANFEB FEBMAR MARAPR APRMAY MAYJUN JUNJUL JULAUG AUGSEP SEPOCT OCTNOV NOVDEC DEC Neigh-borhood Meeting Neigh-borhood Meeting Weekly updates, community liaison, graphics 10Detailed Work Plan and Schedule KEY PERSONNEL Section 3 11 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Key Personnel KEY PERSONNEL Bolton & Menk assembled an experienced and proven project team qualified to complete the project tasks required for the 2021 Street Reconstruction Project. Our proposed team includes professionals with proven backgrounds and a depth of experience that will ensure all project goals and objectives are achieved. Many of our team members have worked with the city previously. Our team values and understands the importance of developing a project that can be supported by stakeholders and implemented efficiently. For this reason, we handpicked team members most qualified to deliver this project. A brief background and description of key individual roles follows. Detailed résumés are available upon request. Brian Hilgardner, P.E. Principal-in-Charge/Senior Project Manager Brian will ensure the project has the personnel and resources to skillfully accomplish the work plan within the agreed upon schedule. He will monitor progress, schedule, and budget and work closely with our project manager, Eric Seaburg, to ensure critical issues are addressed in a timely manner. Brian will also attend meetings as necessary and be involved with public outreach. Having provided senior project management services to Prior Lake for 10 years, Brian fully understands Prior Lake's priorities. Brian takes time to get to know his clients on a deeper level, building trust in him and the Bolton & Menk team. Since beginning his career in 1998, he has gained a range of project administration experience, from conception through construction. His background as a project manager includes development and design of municipal reconstruction projects, with an expertise in trenchless technology. Brian is passionate about mentoring and helping train young EITs on proper construction observation skills and career development. Chris Chromy, P.E. Principal Engineer/Project Communication Group Leader Chris will lead community engagement and the overal communication efforts, including presenting project updates and milestones to the Prior Lake City Council. Chris was heavily involved in these same efforts on the TH 13/21 project. Chris is passionate about working with clients to create safe and efficient transportation systems throughout the Upper Midwest. He began his career in 1993 and leads Bolton & Menk’s transportation work group. His experience includes transportation system planning, traffic engineering, and roadway and trail design and construction. Chris has a track record of success delivering and managing highly visible, multimodal transportation projects. This success, in part, is due to the priority he places on maintaining effective communication with clients and project team members. He understands the interdependent relationships between the various functional areas of a project and promotes synergy between them to surpass our clients’ expectations. Bolton & Menk’s project managers are actively involved in our projects, including completing much of the design elements. This hands-on approach leads to more cost-effective projects and provides detailed quality control/assurance. 12Key Personnel 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Eric Seaburg, P.E. Project Manager Eric will work hand-in-hand with Brian and be responsible for overall project management and coordination of the Bolton & Menk team. Eric and Brian have worked closely together on multiple reconstruction projects over the past four years. Working as a team with our clients to solve difficult problems is what drives Eric in his role as a project engineer. Eric began his engineering career in 2008. He ushers projects through conception, CIP budgeting, design, construction, and long-term maintenance. He is experienced with project management, schedule and budget management, construction management, right-of-way acquisition and management, utility coordination and permitting, state aid procedures and reporting, multi-agency coordination, asset management, and as-built drawing development. His prior experience working for a municipality helps him relate to our clients and deliver projects that meet their expectations. Roger Ness Senior Engineering Technician Roger will provide design and drafting services and assist with construction services. He has provided construction observation on development projects since 2009. Roger was on the design team for the city’s 2015 and 2017 reconstruction projects. Roger began his career in 1988. He has extensive experience in the inspection, detailed design, cost estimating, and construction observation of municipal public works projects including sanitary sewer, storm sewer, water main, streets, sidewalks, and trails. Roger enjoys the problem-solving aspects of both construction and design related issues. He also has extensive experience with documentation and testing requirements for state and federal aid projects and is proficient in the use of AutoCAD and Eagle Point software. Roger has experience as a project manager and street and parks maintenance manager for the City of Northfield. During his time there, he developed excellent leadership and management skills to complement his technical design capabilities. Brad Fisher, P.E. Project Engineer Brad will serve as the primary design engineer. He was a key part of the design team on the city’s 2015 and 2017 reconstruction projects. Beginning his career in 2014, Brad has worked on many municipal projects consisting of roadway design, including municipal state aid design and utilities, such as sanitary sewer, water main, and storm sewer. Brad completes project planning, design, and preparation of construction plans and specifications. His design experience includes preliminary and final design, preliminary layout and design, preparation of feasibility reports, preparation of construction plans and specifications, preparation of quantity take-offs and cost estimates, and project documentation. In addition to his design experience, Brad has experience providing construction inspection and documentation services on various projects. He has also observed multiple CIPP and other trenchless construction methods. 13Key Personnel 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Lani Leichty, P.E. Water Resources Engineer Lani will be responsible for identification and discussion of stormwater requirements, hydrologic and hydraulic modeling, and identification of alternatives for proposed improvements. Having worked with Pete Young on several projects, he is familiar with the city’s stormwater ordinances and public works design manual. Lani began his engineering career in 1985 and has experience in both the public and private sectors of water resource engineering. He supports the municipal and transportation engineers with all aspects of stormwater related to their projects. Specifically, Lani provides technical review of development plans and specifications for municipalities to ensure they meet local government ordinances, stormwater standards, and state regulations. He also has designed numerous BMPs for runoff quantity and quality, including infiltration, bioretention, retention ponds, proprietary treatment units, and underground storage. Lani enjoys solving stormwater related issues, especially those related to drainage/flooding hurdles and determining a solution to address the problem. Nicole Schmidt Project Communication Specialist Nicole will work hand-in-hand with Chris Chromy on community engagement and communication through all project phases. She will write, design, and distribute project updates to stakeholders and manage the projects’ social media efforts. Nicole currently serves in this role for the CH 21 Downtown Reconstruction project. Nicole is a project communication specialist for Bolton & Menk who began her career in 2017. She has excellent writing skills and effectively conveys complex engineering messages to the public. Nicole provides graphics development, website creation, social media management, and strategic communication plan expertise. With her media background, she can deliver messages tailored to each community’s unique needs. Her skills are present from the early stages of a project through construction. She has helped clients of all sizes and has served residents and businesses, from cities and counties to transit services and airports. Eric Wilfahrt, L.S. Project Surveyor Eric will be responsible for all survey aspects of this project. Eric likes to complete projects that have complex and challenging right- of-way and boundary determinations. He is a project surveyor who manages survey operations for the firm’s south metro locations. He began his surveying career in 2004. He is responsible for researching, preparing, calculating, interpreting, and writing legal descriptions related to ALTA, topographic, plats, boundary, and engineering surveys. He has additional quality control and oversight duties. Eric is proficient in AutoCAD, AutoCAD Map, COGO, CG- Survey for AutoCAD, Eagle Point Software, Civil 3D, Trimble Business Center, Leica Cyclone 9, and Leica Topo II Software. 14Key Personnel 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Maddie Dahlheimer, ALP, LEED GA Landscape Architect Maddie will lead landscape architecture design and ensure it meets city standards. She recently worked on landscape architectural elements of the TH13/CR 21 Project. Maddie is dedicated to designing high-quality projects that reflect the unique needs of the local community and promote a positive, engaged process. Since joining Bolton & Menk in 2015 as a landscape designer and project communication specialist, her creative approach to public engagement has led multiple communities to develop collaborative, community-based design solutions for transportation, multimodal, and downtown projects. Madeline has specific experience leading online and interactive public outreach activities, developing city- wide design strategies, planning for pedestrian-scale site improvements, and creating master planning documents. Brian Schmit, EIT Design Engineer Brian will be responsible for day-to-day design efforts and plan production. A graduate engineer, Brian started his career in 2019. His experience includes on-site soil and concrete testing, gathering utility locations, and creating maps. He is passionate about working on projects that help individuals as well as the greater good. WE WORK HARD. We devote ourselves to delivering the best service and solutions possible to each client—whatever it takes. RELATED EXPERIENCE AND REFERENCES Section 4 15 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Related Experience and References RELATED EXPERIENCE AND REFERENCES Bolton & Menk has assembled an experienced and proven team qualified to complete the project tasks required by the City of Prior Lake. Below are several examples of our recent work, highlighting the relevant experience of key team members. 2017 Street Reconstruction, City of Prior Lake Four areas throughout the city had deteriorating streets and aging utilities. Bolton & Menk compiled a feasibility report with four separate assessment calculations, conducted presentations at public informational meetings, prepared plans and specifications, and assisted with construction administration, observation, and staking. We will use several of the same team members from this project to provide knowledge and efficiencies for the 2021 Street Reconstruction Project. Due to a turnover in city council, the project design timeline decreased to keep the project on track for construction completion in 2017. One design challenge included addressing contaminated soils discovered late in the project. We developed specification language and appropriate bid items, setting up the project to run smoothly when construction started. Another significant design challenge was working with a tight-knit neighborhood adjacent to the lake that only had access from a long dead-end street with no turnaround. We developed options and plans to provide a turnaround that minimized impacts to the neighborhood and an adjacent private beach. The plan included a large retaining wall, landscaping elements, and a stormwater filtration area that addressed the neighborhood’s appetite for water quality improvements and lake protection. Another project area consisted of the design of a state aid collector street abutted by a mix of single-family residential homes, townhomes, multi-unit buildings, apartments, and commercial businesses. The challenges included narrowing the existing street, adding sidewalk, and addressing speeding and traffic concerns. Bolton & Menk used multiple project communication tactics to accommodate the differing project areas and challenges presented. Overall, the city was pleased with the project design which allowed for a smooth transition into construction. 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota 16Related Experience and References 2015 Street Reconstruction, City of Prior Lake The City of Prior Lake retained Bolton & Menk to complete design and construction services for their 2015 Street Reconstruction. The project area included two different residential areas. The proposed street improvements consisted of both full street reconstruction and full depth reclamation along with water main replacement, sanitary sewer replacement, and storm sewer upgrades. One area had a narrow right-of-way which created design and construction challenges to overcome to provide appropriate grading, save trees, and provide access to residents during construction. Most of the corridor did not have existing curb along with several different cross sections. A considerable amount of time was spent analyzing and redesigning the proposed street grades and cross sections to provide drainage for adjacent properties. 2010-19 Construction Observation, City of Prior Lake Bolton & Menk was retained by the City of Prior Lake to provide construction observation services for private development work in the city. This task required us to familiarize ourselves with the city’s plan standards, details, and specifications. Roger Ness, CPR, served as lead project representative and has become familiar with the city’s requests. He has developed a close relationship with both engineering and public works staff. Recent project areas we have completed construction observation on include Majestic, Trillium, Summit Preserve, Havens Ridge, and Chatonka Heights, which included installing sanitary sewer, water main, and storm sewer as well as removing and replacing previously installed service lines. Observation also included street, curb and gutter, and sidewalk/trail construction. 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota 17Related Experience and References 2019 Street Improvements, City of West St. Paul Reference: Ross Beckwith, P.E., Public Works Director/City Engineer, 651-552-4100 The City of West St. Paul’s pavement management program included the reconstruction of Livingston Avenue. This state aid collector road served both commercial and residential properties in the heart of the city. Many businesses impacted by construction were also impacted by the previous Robert Street construction. A thoughtful approach to construction staging and driveway phasing helped alleviate access concerns posed by certain businesses. Our team coordinated with SPRWS to replace the existing water main within the project limits. Bolton & Menk staff worked with West St. Paul staff to deliver this project on time and under budget. 2019 Westview Street and Utility Project, City of Farmington Reference: Katy Gehler, Public Works Director/City Engineer, 651-280-6800 Prior to this project, the City of Farmington had not performed a street reconstruction project in more than seven years. Bolton & Menk was retained to help the city guide residents and the city council, who were unfamiliar with the reconstruction process, through topographical survey, preliminary engineering and feasibility, multiple neighborhood meetings, final design, and construction administration and staking. Bolton & Menk replaced the full water main and sanitary sewer. The sanitary lift station was converted to a gravity system and crossed a county road via trenchless guided auger boring to a newly installed trunk sanitary sewer main. With the depth of the new gravity system at the project limits and high ground water between 4 and 8 feet below grade, a large-scale dewatering operation with MnDNR permitting needed to be set up. Prior to this project, the storm sewer consisted of two catch basins draining approximately 25 acres to a failed infiltration strip, which resulted in neighborhood flooding—even in small storm events. During winter, the existing infiltration strip needed to be plowed to minimize impacts of spring thaws. An entire storm sewer network was designed and implemented with a new infiltration pond. An emergency overflow storm sewer was added to eliminate the need for winter plowing, reducing flood risks to nearby residents. 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota 18Related Experience and References 2019 Hamburg Avenue Improvements, City of Lakeville Reference: Alex Jordan, Assistant City Engineer, 952-985-4400 Hamburg Avenue, a state aid residential collector road, was scheduled for improvements as a result of new residential developments along the corridor. The road was partially improved in 2002 with a half-urban and half-rural road section to support the first developments that went in. Over time, additional residential developments resulted in increased vehicular and pedestrian traffic. This, along with pavement degradation, resulted in the need for street improvements. Bolton & Menk staff worked with Lakeville staff to expand the roadway, fully urbanize the street section with the addition of curb and storm sewer, add pedestrian amenities, incorporate traffic calming measures, and implement water quality infiltration basins. A collaborative approach to pavement design resulted in a combination of full reconstruction and full-depth reclamation along the corridor. CH 21 Downtown Prior Lake Reconstruction, Scott County Reference: Jake Balk, Construction Division Manager, 952-496-8346 The TH 13/CSAH 21 intersection and CSAH 21 corridor in downtown Prior Lake lacks the capacity to move traffic safely and efficiently. Bolton & Menk led an innovative and comprehensive public engagement effort using various outreach formats. Through coordination with the public and various agencies, our team was able build trust between governing agencies and the public, and develop a solution that could be supported by stakeholders. Public engagement did not stop after design ended. Bolton & Menk served as the community liaison during construction. This included messaging MnDOT’s Highway 13 Reconstruction Project and the County Highway 21 improvements Project as a single project to streamline the construction communication process. This liaison served as the primary source of information for all things project related, which included answering hotline calls and emails, attending weekly construction meetings, enacting a social media campaign, and creating all public-facing materials. Construction began in 2019 and will end in 2020. 19Related Experience and References 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota Riverfront Renaissance Improvements, City of Hastings Reference: Nick Egger, Public Works Director, 651-480-2370 The City of Hastings wanted to revitalize and reconnect their downtown to the Mississippi River. Bolton & Menk collaborated with the city to develop a three-phase Downtown Riverfront Renaissance project. Phases one and three focused primarily on the downtown infrastructure, while the second phase focused on Levee Park, a prominent park straddling the Mississippi River and downtown business district. Collaboration with city staff, stakeholder groups, and the public aided in the development of a park master plan. The master plan included a limestone amphitheater, musical playground, ice skating rink, branding and signage, enhancement of the Mississippi River Trail, and a veterans memorial. Final design services, including construction document development and construction administration, were also completed. Through combined efforts, the city now has an updated park linking its downtown to the Mississippi River. Additional Related Experience Project Communication • CH 21 Downtown Prior Lake Reconstruction, Scott County • Cedar Lake Road Improvements, City of St. Louis Park • Southview Boulevard Improvements, City of South St. Paul • NE Penn Drainage Area Improvements, City of Bloomington • Lyndale Avenue Reconstruction, City of Richfield • Woodbury 2019 Street Reconstruction, City of Woodbury • Hopkins 2019 Street Reconstruction, City of Hopkins • Orono 2019 Street Reconstruction, City of Orono • 2019 Infrastructure Improvements, City of Waconia State Aid Variance Experience • Horizontal curve, Myers Road, City of Albert Lea • Angle parking, Main Street, City of Blue Earth • Speed variance, ped bridge and roadway width, Indian Lakes Trail Phase 3, City of Pipestone • Horizontal curve, TH 61 and Spring Creek Road Improvements, City of Red Wing • Shared lane, CSAH 12 Safety and Management, Washington County • Horizontal curve, Infrastructure Improvements, City of Morgan • Horizontal curve, 6th Avenue S, City of St. James • Narrowing bike trail under a railroad bridge, Trail/ CP Rail Bridge Improvements, City of Arden Hills • Design speed variance, Fremont Drive Realignment, City of Zimmerman • Two-foot parking stall depth reduction for angle parking, CSAH 22 (Eagle Bend-Main Street), Todd County Did You Know? In 2019, we provided project communication services for 29 construction projects. FEES Section 5 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota FEES The following tables summarize the hours and cost breakdown for each major work task item. The estimated fee includes labor, general business, and other normal and customary expenses associated with operating a professional business. Unless otherwise noted, the fees include vehicle and personal expenses, mileage, telephone, survey stakes, and routine expendable supplies; no separate charges will be made for these activities and materials. Expenses beyond the agreed scope of services and non-routine expenses, such as large quantities of prints, extra report copies, out-sourced graphics and photographic reproductions, document recording fees, outside professional and technical assistance, and other items of this general nature will be invoiced separately. As a part of this proposal, we completed a preliminary rough construction cost estimate of $3 million for the project. Our total topography survey, feasibility and final design/plan delivery comes to approximately 8 percent of this estimated construction cost, which is well within industry standard. For purposes of construction administration, we assumed 10 hours per week over a 20-week construction schedule. As you understand, contractor capabilities, schedule, etc. will determine the actual hours required. We promise to continually keep the city informed of budget updates throughout project design and construction. CLIENT:City of Prior Lake PROJECT:2021 Downtown South Reconstruction TASK NO.WORK TASK DESCRIPTION Principal-in-Charge / Sr. Project ManagerPrincipal Engineer / Communications Group LeadProject ManagerProject EngineerSenior Engineering TechnicianDesign EngineerLandscape ArchitectWater Resources EngineerProject Communication SpecialistProject SurveyorSurvey TechnicianSurvey CrewClericalTotals 1.0 Feasibility Studies 1.1 Prepare Feasibility Studies 8 20 100 20 20 168 1.2 Geotechnical/Environmental Exploration 0 SUBTOTAL HOURS - TASK 1 8 0 20 100 20 20 0 0 0 0 0 0 0 168 2.0 Topographic Survey 2.1 Topographic Survey 20 24 105 2.5 151.5 SUBTOTAL HOURS - TASK 2 0 0 0 0 0 0 0 0 0 20 24 105 2.5 151.5 3.0 Design 3.1 Existing Plans 20 20 3.2 Preliminary and Final Design Plans & Specifications 30 90 220 180 440 50 1010 3.3 Prepare Contract Documents 5 20 60 85 3.4 Submit to City & S.A. for Review and Approval 4 4 8 3.5 Obtain All Required Permits 2 8 10 3.6 Prepare Opinion of Probable Construction Costs 4 4 8 20 20 56 SUBTOTAL HOURS - TASK 3 39 0 120 300 220 460 0 50 0 0 0 0 0 1189 4.0 Bidding Administration 4.1 Prepare Advertisement for Bids & Submit to Publications 2 4 6 4.2 Distribute Plan Sets 2 2 4.3 Answer Bidder's Questions 2 2 4 4.4 Issue Addenda 2 2 4 4.5 Bid Opening and Tabulation 2 2 4 4.6 Prepare Letter of Award Recommendation 2 2 4 SUBTOTAL HOURS - TASK 4 2 0 10 12 0 0 0 0 0 0 0 0 0 24 5.0 Construction Services 5.1 Construction Administration 2 120 120 5.2 Field Staking 14 20 130 5.3 Construction Observation 250 SUBTOTAL HOURS - TASK 5 2 0 120 0 120 250 0 0 0 14 20 130 0 656 6.0 Project Close-Out 6.1 Conduct Final Review of Project 8 8 16 6.2 Prepare Letter of Final Acceptance 2 2 4 6.3 Obtain Record Information from Field Representatives 8 8 6.4 Prepare Record Drawings 20 40 60 SUBTOTAL HOURS - TASK 6 0 0 2 10 36 0 0 0 0 0 0 40 0 88 7.0 Project Communication and Public Engagement 7.1 Public Involvement Plan 20 60 280 360 SUBTOTAL HOURS - TASK 7 20 60 0 0 0 0 0 0 280 0 0 0 0 360 8.0 Assessment Process 8.1 Receiving Feasibility Reports 2 2 4 8.2 Public Hearing and Ordering of Improvements 2 2 4 8.3 Approval of Plans 2 2 4 8.4 Acceptance of Bid 2 2 4 8.5 Declaration of Assessments 2 2 4 8.6 Assessment Hearing 2 2 4 8.7 Assessment Adoption 2 2 4 SUBTOTAL HOURS - TASK 8 14 0 14 0 0 0 0 0 0 0 0 0 0 28 9.0 Project Coordination & Project Management Team (PMT) 9.1 Project Coordination / PMT 60 60 80 200 SUBTOTAL HOURS - TASK 9 60 0 60 0 0 0 0 0 80 0 0 0 0 200 10.0 Landscape Architecture 10.1 Landscape Architecture 150 150 SUBTOTAL HOURS - TASK 10 0 0 0 0 0 0 150 0 0 0 0 0 0 150 BOLTON & MENK, INC. DETAILED FEE ESTIMATE See cost summary Project Name City of XXX, Minnesota Section X - Page X 20Fees 2021 Downtown South Reconstruction Project | City of Prior Lake, Minnesota CLIENT:City of Prior Lake PROJECT:2021 Downtown South Reconstruction TASK NO.WORK TASK DESCRIPTION Principal-in-Charge / Sr. Project ManagerPrincipal Engineer / Communications Group LeadProject ManagerProject EngineerSenior Engineering TechnicianDesign EngineerLandscape ArchitectWater Resources EngineerProject Communication SpecialistProject SurveyorSurvey TechnicianSurvey CrewClericalTotal Hours Total Cost 1.0 Feasibility Studies 8 0 20 100 20 20 0 0 0 0 0 0 0 168 $23,256 2.0 Topographic Survey 0 0 0 0 0 0 0 0 0 20 24 105 2.5 151.5 $23,044 3.0 Design 39 0 120 300 220 460 0 50 0 0 0 0 0 1189 $155,263 4.0 Bidding Administration 2 0 10 12 0 0 0 0 0 0 0 0 0 24 $3,554 5.0 Construction Services 2 0 120 0 120 250 0 0 0 14 20 130 0 656 $89,600 6.0 Project Close-Out 0 0 2 10 36 0 0 0 0 0 0 40 0 88 $13,302 7.0 Project Communication and Public Engagement 20 60 0 0 0 0 0 0 280 0 0 0 0 360 $44,700 8.0 Assessment Process 14 0 14 0 0 0 0 0 0 0 0 0 0 28 $4,690 9.0 Project Coordination & Project Management Team (PMT)60 0 60 0 0 0 0 0 80 0 0 0 0 200 $28,260 10.0 Landscape Architecture 0 0 0 0 0 0 150 0 0 0 0 0 0 150 $15,750 11.0 Construction Materials Testing 0 $66,795 TOTAL HOURS 145 60 346 422 396 730 150 50 360 34 44 275 2.5 3014.5 AVERAGE HOURLY RATE $177.00 $210.00 $158.00 $135.00 $151.00 $108.00 $105.00 $120.00 $102.00 $164.00 $136.00 $155.00 $90.00 SUBTOTAL $25,665 $12,600 $54,668 $56,970 $59,796 $78,840 $15,750 $6,000 $36,720 $5,576 $5,984 $42,625 $225 BRAUN INTERTEC: GEOTECHNICAL & ENVIRONMENTAL EXPLORATION (Task 1.2) BRAUN INTERTEC: CONSTRUCTION MATERIALS TESTING (Task 11) TOTAL DESIGN FEE (Tasks 1-4, 7-10) TOTAL CONSTRUCTION FEE (Tasks 5-6) $501,194 FEE SUMMARY TOTAL FEE BOLTON & MENK, INC. $298,517 $102,902 $32,980 Braun Intertec $66,795 Project Name City of XXX, Minnesota Section X - Page X 21Fees Feasibility Report Downtown South Reconstruction City of Prior Lake BMI Project No. T18.120665 March 2021 Submitted by: Bolton & Menk, Inc. 12224 Nicollet Avenue Burnsville, MN 55337 P: 952-890-0509 F: 952-890-8065 Prepared by: Bolton & Menk, Inc. Certification Page Downtown South Reconstruction ǀ T18.120665 Certification Feasibility Report For Downtown South Reconstruction (SAP’s 201-102-002, 201-119-003, & 201-131-001) City of Prior Lake Prior Lake, Minnesota BMI Project No. T18.120665 March 25, 2021 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: Brad Fisher, P.E. License No. 56595 Date: March 25, 2021 Prepared by: Bolton & Menk, Inc. Table of Contents Downtown South Reconstruction ǀ T18.120665 Table of Contents I. INTRODUCTION ..................................................................................................................................... 1 II. BACKGROUND ....................................................................................................................................... 2 III. EXISTING CONDITIONS .......................................................................................................................... 3 Streets ........................................................................................................................................... 3 Sanitary Sewer .............................................................................................................................. 3 Watermain .................................................................................................................................... 4 Storm Sewer ................................................................................................................................. 4 Street Lighting ............................................................................................................................... 5 IV. PROPOSED IMPROVEMENTS ................................................................................................................ 6 Streets ........................................................................................................................................... 6 Sanitary Sewer ............................................................................................................................ 10 Watermain .................................................................................................................................. 11 Storm Sewer ............................................................................................................................... 11 Stormwater Management .......................................................................................................... 11 Intersection & Pedestrian Improvements .................................................................................. 12 Street Lighting ............................................................................................................................. 13 Streetscaping .............................................................................................................................. 13 V. STAKEHOLDER COORDINATION .......................................................................................................... 14 Private Utilities ........................................................................................................................... 14 Beard Group and VFW Redevelopment ..................................................................................... 14 Public Involvement ..................................................................................................................... 15 VI. RIGHT-OF-WAY AND EASEMENTS ....................................................................................................... 16 VII. ESTIMATED COSTS .............................................................................................................................. 17 VIII. ASSESSMENTS AND FUNDING ............................................................................................................ 18 IX. PROJECT SCHEDULE ............................................................................................................................ 20 X. CONCLUSION....................................................................................................................................... 21 Tables Table 1 – Existing Streets .............................................................................................................................. 3 Table 2 – Public Parking Evaluation ............................................................................................................ 10 Table 3 – Estimated Project Costs ............................................................................................................... 17 Table 4 – Financing Summary ..................................................................................................................... 18 Table 5 – Estimated Funding Breakdown ................................................................................................... 19 Prepared by: Bolton & Menk, Inc. Table of Contents Downtown South Reconstruction ǀ T18.120665 Appendix Appendix A: Figures Appendix B: Preliminary Cost Estimates Appendix C: Preliminary Assessment Roll Appendix D: Open House Feedback Appendix E: Parking Evaluation Appendix F: Geotechnical Evaluation Appendix G: Existing Traffic Counts Prepared by: Bolton & Menk, Inc. INTRODUCTION Downtown South Reconstruction ǀ T18.120665 Page 1 I. INTRODUCTION The Prior Lake City Council adopted Resolution 20-029 on February 18, 2020 which ordered the preparation of a Feasibility Report for the Downtown South Reconstruction project. This report will examine the complete reconstruction of the roadway and utilities within the Downtown South area. The following streets are proposed for improvements: • Colorado Street from Duluth Avenue to Main Avenue • Pleasant Street from Duluth Avenue to Trunk Highway 13 (TH 13) • Main Avenue from Pleasant Street to Eagle Creek Avenue/County Road 21 (CR 21) See Figure 1 in Appendix A for the proposed project location map. This report reviews the existing conditions in the project area and discusses, in detail, the proposed improvements. The proposed improvements will consist of complete street and utility reconstruction, including watermain replacement, sanitary sewer main replacement, water and sanitary sewer service replacement, and storm sewer replacement. The report also provides preliminary cost estimates for the proposed improvements with financing for the project coming from a combination of State-Aid funds, special assessments, the City’s general tax levy, and the City’s sewer, storm water, and water utility funds. Three open houses were held throughout the project development process providing property owners and the general public an opportunity to provide their feedback on the proposed project improvements. Additionally, one on one meetings were held with business owners on two occasions and the project team presented to the City Council at a work session to receive direction on the proposed Colorado Street options. After each public involvement meeting, the proposed design options were revised to incorporate the feedback received. A summary of the public feedback from the open house meetings is included in Appendix D. If the City decides to proceed with the proposed street and utility improvements described in this report, it is anticipated construction would begin in 2022 as shown in the detailed project schedule found on page 20. Prepared by: Bolton & Menk, Inc. BACKGROUND Downtown South Reconstruction ǀ T18.120665 Page 2 II. BACKGROUND The City of Prior Lake’s 2021-2025 Capital Improvement Plan (CIP) identifies the Downtown South Reconstruction project for construction in the year 2022. Redevelopment is also currently proposed in the Downtown South area over the subdivision City of Prior Lake, Block 15, Lots 1-9 and subdivision Cates Addition, Block 2, Lots 1-6. The proposed redevelopment includes relocation of the Veterans of Foreign Wars (VFW) building to the northwest corner of the Pleasant Street and Main Avenue intersection as well as the construction of a multi-story mixed use building along Colorado Street. Due to the proposed redevelopment, the City is targeting a schedule for the street reconstruction project to be completed in conjunction with the construction of the proposed development. This will help limit impact to the surrounding properties and ensure the existing failing infrastructure is replaced and designed to serve the existing properties and new developments now and into the future. Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS Downtown South Reconstruction ǀ T18.120665 Page 3 III. EXISTING CONDITIONS Streets Colorado Street from Duluth Avenue to Main Avenue (SAP 201-131-001), Pleasant Street from Duluth Avenue to TH 13 (SAP 201-102-002), and Main Avenue from Pleasant Street to CR 21 (SAP 201-119-003) are all Municipal State Aid (MSA) streets that serve both residential and commercial properties. The streets within the project area are all bituminous with B618 concrete curb and gutter. Existing sidewalks are located on portions of the north side of Colorado Street from Arcadia Avenue to Main Avenue, on the south side of Colorado from Duluth Avenue to Main Avenue, on both sides of Main Street from Pleasant Street to CR 21, on both sides of Pleasant Street from Duluth Avenue to Main Avenue, and on the north side of Pleasant Street from Main Avenue to TH 13. City records show the bituminous roadways were originally constructed in the late 1960’s and received routine maintenance over the years, with Pleasant Street being extended east of Main Avenue to TH 13 in 1988. Table 1 below shows the existing street widths from face of curb to face of curb, approximate right-of-way widths, and the Overall Condition Index (OCI) of the pavements from a 2020 City inspection. Table 1 – Existing Streets Street Name Street Width ROW Width OCI Rating Colorado Street 32’ 44’-66’ 24-67 Pleasant Street 36’ 66’-82’ 28-51 Main Avenue 60’ 80’ 11 The City of Prior Lake’s Pavement Management Policies and Procedures identifies the following maintenance activities with their corresponding OCI ranges: • Reconstruction – OCI 0 to 56 • Mill & Overlay – OCI 50 to 65 • Maintenance Resurfacing – OCI 50 to 65 • Sealcoat – OCI 60 to 65 The average OCI of the streets’ pavements in the project area are all below 50 with the majority below 40, making the area a strong 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 transverse cracking, longitudinal cracking, and significant alligator-type cracking. Alligator cracking in pavement is an indicator of potential subgrade problems. Soil borings and a geotechnical evaluation were completed in the project area by Braun Intertec and the report is included in Appendix F. The existing bituminous pavement thickness ranges from 4 to 7 inches with an aggregate base thickness range from 3 to 11 inches. Existing subgrade soils found beneath the aggregate base are predominantly loose to medium dense sandy soils. An environmental field screening was also completed and indicated the proposed work area is low risk for environmental contamination. Sanitary Sewer City records show the sanitary sewer system was installed in the project area around 1960. The project area is served by vitrified clay pipe (VCP) sanitary sewer mains. Colorado Street and Pleasant street each have an 8-inch diameter VCP sanitary sewer main that runs from just Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS Downtown South Reconstruction ǀ T18.120665 Page 4 west of Main Avenue to Duluth Avenue where it exits the project area and runs south on Duluth Avenue. The 8-inch diameter VCP sanitary line on Duluth Avenue then turns east, just south of Pleasant Street, and runs along the back-lot lines of the first eight parcels increasing in size to a 10-inch diameter VCP sewer before turning south and connecting into a Metropolitan Council interceptor. The Met Council 24-inch diameter Reinforced Concrete Pipe (RCP) interceptor comes into the project area from the northeast to a manhole just west of the Pleasant Street and TH 13 intersection. From there it continues southwest and turns straight west along the wetlands area south of Pleasant Street. The City has another connection to the Met Council line from two 8-inch diameter VCP sewers that serve the commercial properties north of Pleasant Street and east of Main Avenue, and the easternmost building on the south side of Pleasant Street. The existing condition of the sanitary sewer system was documented by videotaping of the sewer main. Televising revealed the presence of cracked pipes, offset joints, pipe sags, and groundwater infiltration at joints. The groundwater infiltration adds to the volume of wastewater being treated and the subsequently the wastewater treatment costs. Service laterals to individual homes and commercial properties are not well documented within the project area but are generally anticipated to be 4-inch and 6-inch diameter services. Watermain City records show the watermain system was installed in the late 1930’s and was extended on Pleasant Street east of Main Avenue in 1988. City Geographic Information System (GIS) records indicated that all watermain within the project area is 6-inch diameter Cast Iron Pipe (CIP), except for Main Avenue from Pleasant Street to Colorado Street being 12” CIP. The watermain system runs the entire length of the project area and connects to a looped system at each road connection, except on the east end of Pleasant Street where a singular stub runs halfway between Main Avenue and TH 13 to serve commercial properties north of Pleasant Street. City staff have communicated that there have been a considerable number of documented watermain breaks within the project area indicating the existing watermain is in poor condition. Service lines within the project are not well documented but are anticipated to be 1-inch diameter copper pipe for individual homes and 4-inch diameter CIP for commercial properties. Storm Sewer City records show that the storm sewer system was originally installed in the 1960’s and was extended in 1989. There is an existing storm sewer system in Colorado Street that includes catch basins near Arcadia Avenue. Additional storm sewer from the north on Arcadia Avenue also connects into this system and the collected stormwater flows by 27-inch diameter RCP to the west to Duluth Avenue where it turns south and exits the project area. A second system is located in Pleasant Street consisting of catch basins at the Duluth Avenue intersection. Collected stormwater flows by RCP to the west to Duluth Avenue where it connects to the 27-inch diameter RCP system, turns south, and exits the project area. A third storm sewer system exists in Main Avenue consisting of catch basins near Colorado Street. The collected stormwater flows by RCP into a system that also collects water from CR 21 and TH 13 and flows east through the private commercial parking lot and then turns south just before the CR 21 and TH 13 intersection. The stormwater then continues south, across Pleasant Avenue, where it outlets from an apron to a pond in the wetland at the southwest corner of the Pleasant Street and TH 13 intersection. A final storm sewer system exists in Pleasant Street consisting of catch basins located just west of the TH 13 intersection. The collected stormwater flows by RCP into a manhole just prior to the stormwater outlet apron and wetland. Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS Downtown South Reconstruction ǀ T18.120665 Page 5 City staff have communicated significant surface drainage issues on Pleasant Street, approximately 350 feet east of Duluth Avenue. Other smaller localized drainage issues throughout the project area have also been identified. Street Lighting There are four existing streetlights on Colorado Street between Duluth Avenue and Main Avenue that are powered by overhead power lines. There are three existing streetlights on the south side of Pleasant Street between Duluth Avenue and Main Avenue that are powered by overhead services from the rear property lines to the south. There are three existing decorative streetlights on Pleasant Street between Main Avenue and TH 13 that are powered by a City owned underground system fed from an existing service cabinet located on the south side of Colorado Street. There are four existing streetlights on Main Avenue from Pleasant Street to Colorado Street that include both decorative lights and cobra head lights. These are also served by the underground system and service cabinet. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Downtown South Reconstruction ǀ T18.120665 Page 6 IV. PROPOSED IMPROVEMENTS Streets Based on roadway age, surface deterioration, OCI rating, and sub-soils, complete reconstruction is proposed for each of the roadways. B618 concrete curb and gutter is proposed on each road to meet current City standards, improve drainage, and support the edge of pavement. The roadways will be reconstructed to a 10-ton MSA design load standard. Based on MnDOT pavement design guidelines and geotechnical recommendations, the proposed road section will include: 4” Bituminous Wearing Course 2” Bituminous Non-Wearing Course 8” Class 5 Aggregate Base 18” Select Granular Borrow All roadways within the Downtown South project area are designated MSA routes and must meet State Aid design standards. A design variance was obtained for a few design standards that could not be met. The variance is discussed in more detail in the sections below. The horizontal alignments and vertical profiles of the proposed roadways are generally expected to remain similar to the existing roadways. Subsurface drain tile will be installed at the bottom of the street sections under the curb line to help ensure the new roadway sections will remain free draining. This helps reduce stress on pavement from freeze thaw action. During construction, if areas of poor soil are encountered, additional subgrade excavation and replacement will be required. All driveways will be replaced with a concrete apron between the back of curb and the concrete sidewalk. Some commercial driveways may be integral with the concrete sidewalk. Driveways will be replaced from the concrete sidewalk to the City ROW with new materials matching the existing driveways. All disturbed boulevard areas will be restored with 5-inches of topsoil and new sod. Main Avenue (SAP 201-119-003) Main Avenue from Pleasant Street to CR 21 is proposed to be constructed to a typical section of 60 feet from curb face to curb face, which matches the existing width. The roadway would include a 17-foot 45-degree angled parking stall, a 2-foot buffer space between the parking stalls and the traffic lane, and an 11-foot traffic lane on each side of the road. State-Aid standards for 45-degree angled parking on a roadway of this classification indicate the parking stall depth shall be a minimum of 20-feet, the buffer space between the parking stalls and the traffic lane shall be a minimum of 2-feet, and there shall be at least two through-traffic lanes provided adjacent to the parking. The project team presented to the MSA Variance Advisory Committee at their December 17, 2020 meeting requesting a variance from Minnesota Rule 8820.9961 Minimum Design Standards for 45-Degree and 60-Degree Pull-In Diagonal Parking to allow for 17-feet parking stall depth in lieu of the minimum 20-feet parking stall depth on Main Street per the City of Prior Lake Resolution No. 20-124. This State Aid Variance Request 2020-12 was approved and documented by a Variance Decision Letter that was received from Kristine Elwood, PE, Assistant Commissioner/State Aid Engineer dated December 23, 2020. See Figures 2-4 in Appendix A for the proposed layout on Main Avenue and Figure 7 in Appendix A for the proposed Main Avenue typical section. Pleasant Street (SAP 201-102-002) Pleasant Street from Duluth Avenue to Main Avenue is proposed to be constructed to a typical section of 38 feet from curb face to curb face which is 2 feet wider than the existing Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Downtown South Reconstruction ǀ T18.120665 Page 7 street width. The added width is necessary to meet state-aid minimum design requirements for parallel parking on both sides of the road. The proposed design includes an 8-foot parallel parking bay and an 11-foot traffic lane on each side of the road. Pleasant Street from Main Avenue to TH 13 is proposed to be constructed with a 17-foot 45- degree angled parking stall depth on the south side, a 2-foot buffer space between the parking stalls and the traffic lane, two 11-foot traffic lanes, and a 2-foot curb reaction on the north side. Additional ROW space on the north side of Pleasant Street near Main Ave will be utilized for a short stretch of additional angled parking. Here, the 2-foot curb reaction will become the 2-foot buffer space between the parking stalls and the traffic lane, and a 17-foot 45-degree angled parking stall depth will be added on the north side of the road. State-Aid standards for 45-degree angled parking on a roadway of this classification indicate the parking stall depth shall be a minimum of 20-feet, the buffer space between the parking stalls and the traffic lane shall be a minimum of 2-feet, and there shall be at least two through-traffic lanes provided adjacent to the parking. The project team presented to the MSA Variance Advisory Committee at their December 17, 2020 meeting requesting a variance from Minnesota Rule 8820.9961 Minimum Design Standards for 45-Degree and 60-Degree Pull-In Diagonal Parking to allow for 17-feet parking stall depth in lieu of the minimum 20-feet parking stall depth on Pleasant Street per the City of Prior Lake Resolution No. 20-124. This State Aid Variance Request 2020-12 was approved and documented by a Variance Decision Letter that was received from Kristine Elwood, PE, Assistant Commissioner/State Aid Engineer dated December 23, 2020. See Figures 2-4 in Appendix A for the proposed layout on Pleasant Street and Figure 7 in Appendix A for the proposed Pleasant Street typical section. Colorado Street (SAP 201-131-001) Colorado Street from Duluth Avenue to Arcadia Avenue is proposed to be constructed to a typical section of 32 feet from curb face to curb face which matches the existing width. An 8- foot parallel parking bay is proposed on the south side of the roadway to maximize available parking with two 11-foot traffic lanes and a 2-foot curb reaction on the north side. This design layout meets all geometric State Aid standards. Colorado Street from Arcadia Avenue to Main Avenue will see the greatest change in serviceability needs as it directly abuts the redevelopment on the south side of Colorado Street. The new development is expected to have commercial/retail units on a portion of the main floor and residential units above. This will increase the number of trips generated to this area and the street layout will need to incorporate the demand for additional parking spaces and walkability of the block. Three different options were considered along this block, each with independent advantages and disadvantages. Option 1 This option proposes a typical section of 38 feet from curb face to curb face. It includes an 8- foot parallel parking bay and an 11-foot parking on both sides of the road. This design layout meets all geometric State Aid standards. It adds parallel parking to the south side of the road compared to the existing condition. Of the three options, it adds the least new on-street public parking. The design extends the drop-off lane in front of Premier Dance Studio and shifts the existing mid-block crosswalk slightly west, further away from commercial driveway entrances. Option 1 also includes an 8-foot sidewalk on the north side of the road and a 12-foot sidewalk on the south side of the road. It preserves the extended private parking and driveway access for the T-Shirts & More and State Farm buildings on the north side while allowing for a new Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Downtown South Reconstruction ǀ T18.120665 Page 8 sidewalk connection to extend in front of the properties. This option requires the least amount of additional right-of-way acquisition from the proposed development property. See Figure 2 in Appendix A for the proposed layout of Option 1 on Colorado Street and Figure 6 in Appendix A for a comparison of the typical sections for the three Colorado Street options. Option 2 This option proposes a 17-foot 45-degree angled parking stall depth on the south side, a 2- foot buffer space between the parking stalls and the traffic lane, two 11-foot traffic lanes, and an 8-foot parallel parking bay on the north side. State-Aid standards for 45-degree angled parking on a roadway of this classification indicate the parking stall depth shall be a minimum of 20-feet, the buffer space between the parking stalls and the traffic lane shall be a minimum of 2-feet, and there shall be at least two through-traffic lanes provided adjacent to the parking. The project team presented to the MSA Variance Advisory Committee at their December 17, 2020 meeting requesting a variance from Minnesota Rule 8820.9961 Minimum Design Standards for 45-Degree and 60-Degree Pull-In Diagonal Parking to allow for 17-feet parking stall depth in lieu of the minimum 20-feet parking stall depth on Pleasant Street per the City of Prior Lake Resolution No. 20-124. This State Aid Variance Request 2020-12 was approved and documented by a Variance Decision Letter that was received from Kristine Elwood, PE, Assistant Commissioner/State Aid Engineer dated December 23, 2020. Angled parking adds approximately 50% more parking spaces compared to parallel parking for the same longitudinal distance along the roadway. Option 2 and Option 3 include the same number of on-street public parking stalls, with both having more than Option 1. It is noted that angled parking reduces the effective sidewalk width by nearly 2 feet due to vehicle overhang. Therefore, considerations will need to be made to ensure doors that open outward onto the sidewalk or other obstructions from the new development do not interfere with the American with Disabilities Act (ADA)’s minimum Pedestrian Access Route (PAR) width on the sidewalk. The design extends the drop-off lane in front of Premier Dance Studio and shifts the mid- block crosswalk slightly west, further away from commercial driveway entrances. This option includes an 8-foot sidewalk on the north and south sides of the road. It preserves the extended private parking and driveway access for the T-Shirts & More and State Farm buildings on the north side while allowing for a new sidewalk connection to extend in front of the properties. This option requires the greatest amount of additional right-of-way acquisition from the proposed development property. See Figure 3 in Appendix A for the proposed layout of Option 2 on Colorado Street and Figure 6 in Appendix A for a comparison of the typical sections for the three Colorado Street options. Option 3 This option proposes a typical section of 43-feet from curb face to curb face. It includes a 17- foot 45-degree angled parking stall depth on the south side, a 2-foot buffer space between the parking stalls and the traffic lane, a single one-way 14-foot traffic lane, a 2-foot buffer space, and an 8-foot parallel parking bay. The one-way road would be westbound to direct people exiting the downtown area to the CR 21 and Arcadia Avenue roundabout which allows motorists the option to exit eastbound or westbound on CH 21. The proposed traffic lane width is wider for the one-lane road to allow additional space for vehicle parking maneuvers. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Downtown South Reconstruction ǀ T18.120665 Page 9 Angled parking adds approximately 50% more parking spaces compared to parallel parking for the same longitudinal distance along the roadway. Option 3 and Option 2 include the same number of on-street public parking stalls, with both having more than Option 1. The design extends the drop-off lane in front of Premier Dance Studio and shifts the mid- block crosswalk slightly west, further away from commercial driveway entrances. This design includes an 8-foot sidewalk on the north side of the road and a 12-foot sidewalk on the south side of the road. It preserves the extended private parking and driveway access for the T-Shirts & More and State Farm buildings on the north side while allowing for a new sidewalk connection to extend in front of the properties. This option requires more right-of- way acquisition from the proposed development property than Option 1 but requires less right-of-way acquisition than Option 2. A high-level traffic analysis was conducted to determine the impacts of converting this block of Colorado Street to a one-way road. This block could accommodate both existing and future traffic demands as either a one- way or a two-way roadway. The size and extent of the proposed development may impact the projected AADT’s and a traffic study should be completed by the Developer to provide a more in-depth review of impacts to the roadway network. The CH 21 and TH 13 project, that was completed in 2020, was expected to decrease local traffic throughout most of the Downtown South project area by reducing the amount of cut-through traffic. This was confirmed by the reduction in Average Daily Traffic (ADT) determined from traffic counts completed between September and October of 2020. The updated existing traffic count reports are included in Appendix G. The CH 21 and TH 13 project was expected to increase traffic volumes along the segment of Colorado Street between Duluth Avenue and Main Avenue, however, as a result of motorists rerouting from restricted movements at the CH 21 intersections with Duluth Avenue and with Main Avenue. By implementing a westbound one-way facility on Colorado from Main Avenue to Arcadia Avenue, the following conditions are expected: • Driver confusion may occur for motorists attempting to enter the Downtown South area. Trips originating from Downtown North, TH 13 from the north, and CH 21 from the east will not have direct access to the area. Available access routes into the Downtown South area for these trips include traveling south on TH 13 to complete a right turn movement at Pleasant Street or traveling west on CH 21, complete a U-turn movement at the Arcadia Avenue roundabout followed by an eastbound right turn at Main Avenue. The primary access at Arcadia Avenue would no longer serve as a direct access point to Downtown South area. • Added pressures will develop for the eastbound right turn movement from CH 21 onto Main Avenue and for the southbound right turn movement from Main Avenue onto Colorado Street. This is a compact movement that has the potential for congestion due to the close proximity of the two intersections. The entry width into the one-way should be reviewed during final design to ensure adequate space is available for a fluid and efficient movement from CH 21 onto the Colorado Street westbound one-way. • A one-way pair of Pleasant Street in the opposite direction is not recommended because this would be difficult to enforce and there appears to be adequate capacity on the segment to accommodate two-way traffic. The single through-traffic lane in Option 3 does not meet State-Aid standards (a minimum of two through-traffic lanes must be provided) and a State-Aid Variance is not obtainable for this design exception. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Downtown South Reconstruction ǀ T18.120665 Page 10 Therefore, if this option were selected, it would require the removal of this block from the City’s State Aid system. In turn, this block would need to be completely financed by local City funds. The intent of Option 3 was to minimize the necessary right-of-way from the proposed development property while still allowing for the maximum on-street public parking. This could only be balanced with a single travel lane. Based on the results of the traffic study, if two-lanes were desired to maintain State-Aid funding, a two-lane two-way roadway would be recommended over a two-lane one-way roadway and the other two options should be considered over Option 3. See Figure 4 in Appendix A for the proposed layout of Option 3 on Colorado Street and Figure 6 in Appendix A for a comparison of the typical sections for the three Colorado Street options. Parking Considerations Table 2 below compares the existing public parking stalls available to the anticipated public parking stalls for each layout option within the Downtown South project area. Table 2 – Public Parking Evaluation Layout Off-Street Public Parking Spaces On-Street Public Parking Spaces Total Available Public Parking Spaces Existing 73 137 210 Option 1 93 154 253 Option 2 93 166 265 Option 3 93 166 265 The existing conditions also include an off-street private parking lot that consists of 94 parking spots. These existing private parking spots will be removed but additional off-street private underground parking spaces will be provided under the building for the residential units in the development at an anticipated rate of approximately one parking spot per bedroom. The proposed off-street public parking spaces are dependent on the final layout of the development and agreement between the developer and the City. Off-street public parking spaces shown are based on the Beard Group’s draft development plans dated February 3rd, 2020. Also, the determination of additional space required to accommodate handicap parking stalls’ access lanes were not considered in these parking counts but will be evaluated during final design. See Appendix E for a detailed breakdown of the on-street parking spot counts for each layout. The total available public parking spaces increases with all three options, but Option 2 and Option 3 provides for the most additional public parking. Colorado Street Recommendation After taking several factors into consideration, such as space requirements for the new development, existing buildings and access, available right-of way, existing utilities, State Aid standards, funding, available parking, and public feedback, Option 2 is recommended. It provides the best balance of serviceability to the Downtown South users, available public parking, utilization of available State Aid funds, and maintaining the desired downtown aesthetic that Prior Lake has been implementing in their downtown areas. Sanitary Sewer Based on the existing sewer pipe age, material type, and televising results, the proposed improvement for the sanitary sewer is full replacement of the existing VCP with new 8-inch diameter polyvinyl chloride (PVC) pipe. Sewer lines outside of the immediate project area that connect into the Met Council interceptor, such as the City sewer lines along the rear lot Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Downtown South Reconstruction ǀ T18.120665 Page 11 lines on the south side of Pleasant Street and the two sewer lines near Pleasant Street, east of Main Avenue, will be evaluated during final design as candidates for trenchless rehabilitation. All sanitary sewer manholes where new sewer is being installed are proposed for replacement. All sewer services are proposed for replacement from the new sewer main to the property line with new PVC wyes and 4-inch diameter PVC service pipe for residential properties or 6- inch diameter PVC service pipe for commercial properties. PVC cleanouts and sanitary locate boxes will be installed at the ROW where the new service pipe connects to the existing service pipe. Commercial properties may request a larger service size to accommodate their needs. Watermain Based on the existing watermain pipe age and size, the proposed improvement for the watermain is full replacement with new 8-inch diameter PVC pipe. All hydrants, valves, and fittings will also be replaced. All water service lines are proposed for replacement from the new watermain to the property line with new 1-inch diameter polyethylene (PE) pipe to individual residences and new 2-inch diameter PE pipe to commercial properties. Curb stops and boxes and water locate boxes will be installed at the ROW where the new service pipe connects to the existing service pipe. Commercial properties may request a larger service size with gate valve to accommodate their needs. Storm Sewer Based on the existing storm sewer age, size, and performance, the proposed improvement for the storm sewer system is full replacement with new RCP. Pipe extensions and additional storm structures will be installed with the new layout to address existing drainage concerns and meet drainage requirements. The proposed storm sewer layout will be analyzed for hydraulic performance during final design to determine final pipe sizing and catch basin locations. The final design will be coordinated with the updated storm sewer system installed on the TH 13/CR 21 roundabout project. Additionally, stormwater quality improvements will be analyzed during final design to help remove sediments and pollutant loads to the downstream system. See Figure 5 in Appendix A for the proposed layout of sanitary sewer, watermain, and storm sewer improvements. Stormwater Management The volume control requirement for the new municipal separate storm sewer system (MS4) permit requires the greater of 1 inch of runoff over the new impervious area or 0.5 inches of runoff over the new and reconstructed impervious area. Therefore, this project will require a volume control quantity of approximately 7,460 cubic feet. Infiltration systems are being considered for this project because soil borings indicate the subgrade soils appear to be sandy which would support infiltration activities at an assumed rate of approximately 0.6 inches per hour. However, infiltrometer testing will need to be completed to confirm the actual infiltration rate. An underground stormwater treatment system is proposed under the proposed Beard Group/VFW development surface parking lot. Using the Prinsco HydroStor Calculator, an underground stormwater chamber system with HS75 chambers with 11 rows and 8 chambers per row will provide a volume of 7,887 cubic feet of stormwater storage which exceeds the required amount. This system is sized to be able to fit under the proposed parking lot, but it would require a permanent easement to accommodate the infrastructure on the property. This would improve stormwater quality by not allowing sediments to flow downstream, but Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Downtown South Reconstruction ǀ T18.120665 Page 12 comes with project challenges that will need to be evaluated further during final design. The location will provide a challenge in routing the necessary stormwater to the facility because there is a high point close to the middle of the project area near Main Street and the proposed Beard Group/VFW development. For example, the underground stormwater treatment system option located under the proposed parking lot is near the high point of Pleasant Street meaning the storm sewer on the west end of Pleasant Street would need to be routed back east for roughly 850 feet, against grade, in order to capture the associated runoff. It is estimated that this would require the underground system to be lowered to over 19 feet deep, which will raise construction costs. This may result in the bottom of the facility being within 3 feet of the groundwater table which may make this option, and the cost thereto, infeasible. The new MS4 permit states “volume reduction practices are not required if the practices cannot be provided cost effectively.” The water quality volume treatment is to be maximized prior to discharge. If these options prove to be infeasible or too costly during final design, the City could look at other options that reduce the volume of water treatment. One option would be to reduce the total treatment volume from 0.5 inches of runoff over the total reconstruction impervious area to 1 inch of runoff over the new impervious area. Another option to explore would be sizing a system based on reasonable design standards, such as installing an underground system to a maximum bottom depth of 8 feet and routing only the storm sewer that can outlet to this system at minimum grade (most of Colorado Street could be routed to a system at the proposed parking lot). Also, a filtration practice near the wetland at the southwest corner of Pleasant Street and TH 13 could be considered or the installation of other treatment structures near storm sewer system outlets from the project area to obtain water quality credits. These options will need to be further evaluated during final design to determine which options are affordable while allowing for the treatment of the maximum volume of stormwater runoff. Intersection & Pedestrian Improvements All existing sidewalks are proposed to be replaced, in kind, with a 5-foot wide concrete walk. A 5-foot wide boulevard will also be provided through the residential sections of the project to allow for snow storage and maintenance of the sidewalks. An 8-foot minimum width concrete sidewalk is proposed at the back of curb throughout the commercial sections of the project. Some design options include wider sidewalks, up to 12 feet, as discussed above. Bumpouts, or curb extensions, are proposed for all intersections with designated/marked pedestrian crosswalks. Bumpouts are design features that push the curb line out to the inside edge of a parking lane or outside edge of the driving lane. Bumpouts are an effective means of traffic calming by narrowing the usable roadway for drivers and provides enhanced visibility between drivers and pedestrians at crosswalks. They also shorten the distance required to cross the street for pedestrians. Truck turning movements will need to be analyzed during final design to determine the specific layouts to ensure deliveries can be maintained to residents and businesses. The new east-west crosswalk proposed at the Colorado Street and Main Avenue intersection will be evaluated for safety during final design. The crosswalk is currently proposed for the north side of the intersection to maximize space for additional parking spots on the east side. However, the proximity of this intersection to the CR 21 and Main Avenue intersection may pose safety concerns. Drivers turning from CR 21 onto Main Avenue may not have enough time to see and react to a pedestrian crossing. Pedestrians may find it hard to determine when a vehicle may be turning onto Main Avenue. Moving the crosswalk to the south side of the intersection or removing the crosswalk entirely are two additional options that will be evaluated. Moving the crosswalk to the south side of the intersection will likely improve the safety but would reduce available parking spaces. Removing this crosswalk would eliminate this conflict area but direct pedestrians to cross at the existing Main Avenue crosswalk slightly north at CR 21. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Downtown South Reconstruction ǀ T18.120665 Page 13 The Colorado Street mid-block crossing near Premier Dance Studio is identified as a critical location to improve the pedestrian safety. During the day, the crossing sees high usage as commuters park at the public parking lot, cross the street, and take the sidewalk up Arcadia Avenue to get to the transit bus stop. Evenings see even higher usage as Premier Dance Studio patrons park at the public parking lot and cross the street to get to the studio for classes. It is proposed to improve the safety of this crosswalk by installing a Rectangular Rapid Flashing Beacon (RRFB). A RRFB is a pedestrian activated flashing warning light that grabs motorists’ attention to notify them of a pedestrian crossing taking place. These have been shown to increase driver yielding behavior from 7% to 81% at a typical crosswalk. See Figure 8 in Appendix A for potential pedestrian crossing treatments to be incorporated into the project. Another improvement included is the addition of a new sidewalk on the north side of Colorado Street between Duluth Avenue and Arcadia Avenue. This connects existing sidewalks going north at the northeast corner of Colorado Street and Duluth Avenue and at the northwest corner of Colorado Street and Arcadia Avenue. Connecting this segment will complete the sidewalk system in this area and make the Downtown South area more walkable. Currently, the alternative for pedestrians is to cross Colorado Street and utilize the sidewalk on the south side of Colorado Street to walk this block. There is no designated crosswalk proposed to Cross Colorado Street at Arcadia Avenue. Design challenges will be encountered at the east end of the proposed walk due to expected steep grades and will need to be evaluated further during final design to determine potential solutions to alleviate these issues. Additional challenges encountered with the proposed new walk include additional private utility conflicts that may require relocation. A pedestrian refuge in the median on Arcadia Avenue was also included for consideration, but specific turning movements would need to be evaluated during final design before incorporation into the project. Street Lighting The replacement of existing streetlights and the addition of new streetlights, especially at intersections and crosswalks will be incorporated into this project. For the purposes of this report, street light costs have been estimated based upon the City standard of 300 foot spacing. The actual number and location of the new streetlights will be determined during final design. To keep with the desired downtown aesthetic of the project, decorative style streetlights are proposed throughout the project area. These lights could be installed and operated by the City or be installed and operated under a contract with Xcel Energy. Streetscaping The sidewalk and boulevard space along the roadway provide opportunities to incorporate streetscape elements that bring out the special character of a downtown area. Typical streetscape elements include concrete walks, specialty pavement, decorative intersection lighting (discussed above), planter curbs and walls, freestanding planters, tree grates, boulder details, grass boulevards, and opportunities for Public Art. Considerations for adding streetscape elements to a project include sight lines and safety, accommodation of utilities, construction costs, and ongoing maintenance. Several of the existing streetscape elements from Downtown Prior Lake are proposed to be incorporated into this project. Specific elements and locations will be determined during final design. See Figure 9 in Appendix A for potential streetscape elements to be incorporated into the project. Prepared by: Bolton & Menk, Inc. STAKEHOLDER COORDINATION Downtown South Reconstruction ǀ T18.120665 Page 14 V. STAKEHOLDER COORDINATION Private Utilities A private utility informational meeting was held with private utility companies that have facilities within the project area to understand the presence of existing facilities and plans for infrastructure upgrades or relocations. 1. Xcel Energy The proposed project design has several conflicts with Xcel Energy’s existing utility poles along Colorado Street. This corridor has very limited space and with the expansion of concrete sidewalks, relocation of utility poles would be very challenging. In addition, the project area is within the City’s designated downtown district and to keep with the downtown aesthetic, the City has requested for Xcel Energy to bury their overhead power lines. This includes all poles and overhead power lines on Colorado Street from Duluth Avenue to Main Avenue and the overhead service lines for the streetlights on Pleasant Street from Duluth Avenue to Main Avenue. Xcel Energy provided a rough estimate to complete this work which is included in the overall estimate as Burial of Overhead Lines by Xcel Energy, but further discussion is needed with Xcel Energy to determine the complete extent of work and the associated costs. Coordination with Xcel Energy to accommodate their work during construction will be crucial to the project’s success. Xcel Energy will require utility easements behind the sidewalk to place transformers for each property service. Additional coordination will be necessary to re-wire houses/buildings to accommodate new underground services. Xcel requires private electricians to make these connections for each property which is not accounted for in the above estimated costs. 2. CenterPoint Energy CenterPoint Energy currently plans to replace facilities in the project area with a single gas main system. CenterPoint staff will work project designers to design the gas main systems in a way to limit service disruption and impacts to the project and schedule. 3. Mediacom Mediacom has facilities on Xcel Energy’s poles along Colorado from Duluth Avenue to Main Avenue. They plan to bury their lines in conjunction with Xcel Energy, if possible. Mediacom also has two crossings under Pleasant Street, east of Main Avenue to be considered during final design. 4. Nuvera Communications Nuvera Communications has a central office at the northwest corner of Colorado Street and Main Avenue. They have facilities that come out of their building to a duct system that runs the entire length of Colorado. The duct system consists of nine 4-inch ducts inside of a common 12-inch by 12-inch duct that consists of four-foot plastic sections. This duct system is installed just beneath the existing sand section. This duct system may need to be relocated during construction. They also have a 9-way duct system under Arcadia Avenue. Beard Group and VFW Redevelopment A thorough level of coordination is needed between the Downtown South project team and the stakeholders of the redevelopment project. Project Management Team (PMT) meetings have occurred during the development of this feasibility report and should continue through final design and construction. Of note, utility service connections will require planning and Prepared by: Bolton & Menk, Inc. STAKEHOLDER COORDINATION Downtown South Reconstruction ǀ T18.120665 Page 15 coordination between the groups. All services necessary for the new development will be underground. The street project may need to be phased in a manner to complete the three streets independently to maintain access, accommodate development construction, maintain utility feeds, and better control traffic. Public Involvement A virtual neighborhood Open House was held with the adjacent property owners on March 25, 2020. A video presentation was posted allowing residents to watch at their own convenience. High level project scope and coordination with the Beard Group development and the Veterans of Foreign Wars (VFW) building relocation were discussed on the video. An online survey was then posted for residents to submit feedback and contact information was provided for the project team to answer resident questions. One on one meetings with business owners were held on October 15, 2020 to better understand what public infrastructure is important for the commercial area of the project to help businesses thrive. A second neighborhood Open House was held with adjacent property owners that allowed for in-person or virtual participation on October 22, 2020. This meeting provided more detailed information on the street project and the developments. Overall, feedback from residents & business owners who attended these initial meeting(s) was positive regarding the preliminary design of the project. There was no opposition to the Main Street design and very little opposition to the Pleasant Street design. Colorado Street responses showed support for the parallel parking option (Option 1), significant support for the angled parking option (Option 2), and significant opposition to the one-way options (Option 3). There was significant support for the addition of bumpouts at all proposed locations and additional support for the inclusion of a pedestrian flashing beacon at the Colorado Street mid-block crosswalk, additional street lighting, and the inclusion of landscape architecture elements. Public comments showed a desire to maximize parking in the project area and, as one resident stated, a design “that allows two-way traffic and the most parking” is preferred and seems to summarize a consensus among responses received. A summary of the public feedback from both of the open house meetings is included in Appendix D. After each public involvement meeting, the proposed design options were revised to incorporate the feedback received. The project team focused in on Option 2 and developed a total of three specific design alternatives for the Colorado Street corridor between Arcadia Avenue and Main Avenue to address comments received. The three Colorado Street design alternatives focused on the design elements in front of the T-Shirts & More and State Farm buildings on the north side of Colorado Street which included an angled parking alternative (Option 2 (Original)), a bumped-out curb alternative (Option 2A), and an extended shoulder alternative (Option 2B). Another meeting was held with business owners along Colorado Street on February 25, 2021 to present the Colorado Street design alternatives and discuss the design considerations for each option. Option 2B was the consensus design alternative from this meeting. The project team then presented the three Colorado Street design alternatives to the City Council at a Work Session on March 1, 2021. Design considerations for each alternative were discussed and the council directed the project team to move forward with Option 2B. The three Colorado Street design alternatives considered are included as Figures 10-12 in Appendix A. A third neighborhood Open House was held with property owners that allowed for in-person or virtual participation on March 24, 2021. This meeting focused solely on the street project and provided detailed information on the recommended design option, including the modifications made from previous meetings to arrive at the refined design Option 2. Preliminary project costs, funding, assessments, and schedule were also presented at the meeting. A summary of the public feedback from the third open house meeting will be available at the Public Improvement Hearing for the project. Prepared by: Bolton & Menk, Inc. RIGHT-OF-WAY AND EASEMENTS Downtown South Reconstruction ǀ T18.120665 Page 16 VI. RIGHT-OF-WAY AND EASEMENTS Right-of-way, easements, and right-of-entries will be needed for the work along Colorado Avenue between Arcadia Avenue and Main Avenue. Project staff should coordinate with the Beard Group and business owners during final design to acquire the necessary easements. Additional right-of- way and/or permanent easements will also be required for the Underground Stormwater Treatment System and for the Burial of Overhead Lines by Xcel Energy. Project staff should coordinate with the appropriate property owners during final design once the area necessary for stormwater quality improvements is finalized and Xcel Energy provides the necessary area needed to complete the work related to the burial of their overhead lines. For various work items, minor encroachment onto private property may be beneficial in order to achieve a better overall quality of work. It is assumed that project staff will discuss these with property owners and obtain right-of-entries on a case-by-case basis. These items include water service and curb box installation, sanitary service and cleanout installation, and driveway connections. Prepared by: Bolton & Menk, Inc. ESTIMATED COSTS Downtown South Reconstruction ǀ T18.120665 Page 17 VII. ESTIMATED COSTS Detailed estimates of probable construction costs have been prepared for the improvements described in this Report and are included in Appendix B. All costs are based on anticipated unit prices for the 2021 construction season with a 3% estimated inflation added to project for the 2022 construction season. All estimated costs also include a 10% contingency and 25% allowance for legal, engineering, administrative, and finance costs. Table 3 is a summary of the estimated project costs for the recommended proposed project improvements. Table 3 – Estimated Project Costs Proposed Improvements Total Project Costs Streets $2,872,540 Sanitary Sewer $631,350 Watermain $675,210 Storm Sewer $616,990 Lighting $376,360 Landscape Architecture $299,190 Stormwater Quality $263,080 Burial of Overhead Lines by Xcel Energy $424,880 Total Project Costs $6,159,600 Prepared by: Bolton & Menk, Inc. ASSESSMENTS AND FUNDING Downtown South Reconstruction ǀ T18.120665 Page 18 VIII. ASSESSMENTS AND FUNDING A preliminary assessment roll was initially compiled for all adjacent benefitting properties per the City’s Assessment Policy for Public and Development-Initiated Improvements. All identified properties were proposed to be assessed at a calculated assessment rate of 40% of the streets and storm sewer costs. After completing these calculations, the total assessable costs for many of the identified properties were higher than anticipated. As a result, a general benefit appraisal was conducted for the project area as a whole by an independent appraisal firm to determine the costs assessable to each property type. The benefit analysis takes into consideration the zoning, land use, specific project improvements, and other characteristics within the project area to provide a fair benefit to adjacent properties. The benefit analysis report is included in Appendix C. The properties proposed for assessments are shown on Figure 13 found in Appendix C. Parcels classified as residential properties are proposed to be assessed at a unit assessment rate of $6,000 per parcel, as determined by the benefit appraisal. Parcels classified as commercial properties are proposed to be assessed at an area assessment rate of $2.00 per square foot, as determined by the benefit appraisal. MSA funding and the general ad valorem property tax levy will be used to finance the costs of the remaining street and storm sewer project costs. The project costs for the sanitary sewer, stormwater quality, and water main improvements are considered general maintenance and supported by utility fees under the City sewer, stormwater, and water utility funds and will not be assessed. The proposed project assessments and funding summary are based on preliminary estimated project costs for the recommended improvements. These costs may be revised at the time of the final assessment hearing depending on final design of the project, required right-of-way and/or easements, soil conditions, bids received, and actual work performed. The assessments are proposed to be assessed over a 10-year period at a rate equal to 2.0% higher than the most recent sale of City bonds. The financing summary for the estimated project costs are presented in Table 4 below. Table 4 – Financing Summary Proposed Improvements MSA City Share Assessments Total Project Costs Streets $2,048,640 - $823,900 $2,872,540 Sanitary Sewer - $631,350 - $631,350 Watermain - $675,210 - $675,210 Storm Sewer $616,990 - - $616,990 Lighting - $376,360 - $376,360 Landscape Architecture - $299,190 - $299,190 Stormwater Quality - $263,080 - $263,080 Burial of Overhead Lines - $424,880 - $424,880 Total Project Costs $2,665,630 $2,670,070 $823,900 $6,159,600 Prepared by: Bolton & Menk, Inc. ASSESSMENTS AND FUNDING Downtown South Reconstruction ǀ T18.120665 Page 19 The updated preliminary Assessment Roll with calculated assessments for each parcel can be seen in Appendix C. A summary of the funding breakdown is presented in Table 5 below. Table 5 – Estimated Funding Breakdown Funding Source Project Total Cost Ad Valerum $1,100,430 Assessments $823,900 Utility Fund - Sewer $631,350 Utility Fund – Storm Water $263,080 Utility Fund - Water $675,210 Municipal State Aid $2,665,630 Total $6,159,600 Prepared by: Bolton & Menk, Inc. PROJECT SCHEDULE Downtown South Reconstruction ǀ T18.120665 Page 20 IX. PROJECT SCHEDULE The proposed project schedule is shown below: Open House #1 ............................................................................................................. March 25, 2020 Open House #2 .......................................................................................................... October 22, 2020 Variance Advisory Committee Meets to Consider Variance Request .................... December 17, 2020 Direction on Colorado Street Design at City Council Work Session ............................ March 1, 2021 Open House #3 ............................................................................................................ March 24, 2021 Accept Feasibility Report & Call for Improvement Hearing* ......................................... April 5, 2021 Public Improvement Hearing* .......................................................................................... May 3, 2021 Order Improvements & Authorize Preparation of Plans and Specifications* ................... May 3, 2021 Approve Final Plans & Specifications and Order Advertisement for Bids* ............ December 6, 2021 Bid Opening ................................................................................................................. January 6, 2022 Accept Bids and Award Contract* ............................................................................ January 17, 2022 Declare Amount to be Assessed/Call for Assessment Hearing* ................................ February 7, 2022 Assessment Hearing/Adopt Assessment Roll* ............................................................ March 21, 2022 Open House #4 ............................................................................................................ March 22, 2022 Construction Begins .......................................................................................................... Spring, 2022 Construction Substantial Completion.................................................................................... Fall, 2022 * City Council Meeting Prepared by: Bolton & Menk, Inc. CONCLUSION Downtown South Reconstruction ǀ T18.120665 Page 21 X. CONCLUSION This report has been prepared to investigate the potential for reconstructing the existing Downtown South area as necessary to serve the roadway corridor into the future. This report identified the recommended improvements to the infrastructure, provided estimated costs of the recommended improvements, and identified applicable funding to finance the improvements. From an engineering standpoint, this project, as proposed, is feasible, cost effective, and necessary and it can best be accomplished by letting competitive bids for the work. It is recommended that the work be done 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. Appendix A: Figures U UPPPH:\PLAK\T18120665\CAD\C3D\FIGR-120665-OVERALL DOWNTOWN PLAK.dwg 1/20/2021 8:36:45 AMR Downtown South Reconstruction City of Prior Lake Figure 1: Project Location Map February 2021 R FEETSCALE 0 100 200 HORZ.TH 13PLEASANT ST COLORADO ST ARCADIA AVEMAIN AVEEAGLE C R E E K A V E ( C R 2 1 )DULUTH AVEWEST AVEDAKO T A S T MAIN AVELEGEND PROJECT LOCATION PRIVATE DEVELOPMENT AREA 14 7 8 6 12 24 12 10 U PPPH:\PLAK\T18120665\CAD\C3D\FIGR-120665-STREET IMPROVEMENTS OPTION 1.dwg 2/16/2021 11:33:22 AMR Downtown South Reconstruction City of Prior Lake Figure 2: Street Improvements Option 1 February 2021 R FEETSCALE 0 50 100 HORZ.TH 13PLEASANT ST COLORADO ST ARCADIA AVEMAIN AVEEAGLE C R E E K A V E ( C R 2 1 )DULUTH AVE8'8'11'11'8'12'17' 2'11' 11' 2' 17' 9.5' 9.5' LEGEND BITUMINOUS STREET/DRIVEWAY CONCRETE SIDEWALK/DRIVEWAY BOULEVARD8'11'11'8'17'2'2'17'8'5'5'5'5' 14 7 8 6 12 24 12 10 U PPPH:\PLAK\T18120665\CAD\C3D\FIGR-120665-STREET IMPROVEMENTS OPTION 2B.dwg 3/22/2021 5:21:08 PMR Downtown South Reconstruction City of Prior Lake Figure 3: Street Improvements Option 2 February 2021 R FEETSCALE 0 50 100 HORZ.TH 13PLEASANT ST COLORADO ST ARCADIA AVEMAIN AVEEAGLE C R E E K A V E ( C R 2 1 )DULUTH AVE17' 2'11' 11' 2' 17' 9.5' 9.5'8'17'2'11'11'8'8'LEGEND BITUMINOUS STREET/DRIVEWAY CONCRETE SIDEWALK/DRIVEWAY BOULEVARD8'11'11'8'17'2'2'17'8'5'5'5' U PPP14 7 8 6 12 24 12 10 H:\PLAK\T18120665\CAD\C3D\FIGR-120665-STREET IMPROVEMENTS OPTION 3.dwg 2/16/2021 11:34:09 AMR Downtown South Reconstruction City of Prior Lake Figure 4: Street Improvements Option 3 February 2021 R FEETSCALE 0 50 100 HORZ.TH 13PLEASANT ST COLORADO ST ARCADIA AVEMAIN AVEEAGLE C R E E K A V E ( C R 2 1 )DULUTH AVE17' 2'11' 11' 2' 17' 9.5' 9.5' LEGEND BITUMINOUS STREET/DRIVEWAY CONCRETE SIDEWALK/DRIVEWAY BOULEVARD17'2'14'8'8'2'12'ONE-LANE ROAD ON COLORADO FROM MAIN TO ARCADIA REQUIRES REMOVAL FROM MSA SYSTEM.8'11'11'8'17'2'2'17'5'5'5'2'11'11'8' U PPP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>16323 PLAT E ON M A I N L L C 16309JOHN S O N R O B E R T W & C A R O L 4770LE MA N A G E M E N T PROP E R T I E S 1629 0CAS E Y J O H N R & VIKI N G L I Q U O R B A R R E L 16281CARL S O N B E R N A R D J & ET H E L J4690SCOTT RICETELEPHONE CO4646CAPR A B R U C E A & MA R G A R E T L 4636 GIWO J N A F A M I L Y T R U S T & C/O B E N J A M I N G I W O J N A 4616SCHU L B E R G ENTE R P R I S E S L L C4590 PRIOR LAKE CITYOF & CITY MANAGER4570PRIOR LAKE CITYOF & CITY MANAGER4556JOHNSONPAUL4540FELDMANJOSEPH A4528CARLSONSUSAN Q4516PANNKUKCOREY A4500PRIORRENOVATIONS LLCMCBRAYERJASON R16328 PRIOR LAKE,CITY OF & CITY MANAGER 16318 PRIOR LAKE CITY OF & CITY MANAGER 16306 VETERANS OF FOREIGN WARS & VFW POST 6208 4656COURSOLLEJUDY K4642HEANEY PATRICKJ & JILL4628VOSSEN STEVENM & BARBARA J4612WOLFRAM RONALDM & SUSAN O4604WAHLJENNIFER B4594RYANMICHAEL J4580WILLSCHCHRISTOPHER4570MINERKARL D4560HAWKINSONERIC P4550RAHM RONALDM & PATRICIA4542HEBER GREG16311 CHURCH OF ST MICHAEL 16298PRIO R L A K E B S Q U A R E D VENT U R E S L L C 4635 PRIOR LAKE CITY OF & CITY MANAGER4617BPS HOLDINGSLLC4607LORENZCHELSEA C4589JOHNSONPETER C4577PRIOR LAKECITY4567BREAKJEFFREY M4557SCHNEIDERCHRISTOPHER C & AMY4547JOHNSONDANIEL M4537SEURER LEANDERL & JANICE M4527CAPRA CLAYTONC & BRIANA T16300YOUNGJUDITH A DE4505 KAISER DIANA L 4717FURBERPROPERTIES LLC4693STEVENSJOHN4679RAWAYSTEPHEN H4667MULLENMEISTERANDREA N4655BECKERDAVID C4641HOESELEE M4621WOLFRAM RONALDM & SUSAN O4611LOVERUDSANDRA S4601DIERSJOHN W4585BENSON CHRISTOPHERB & DAWN M4565MARK BALLARDPROPERTIES LLC4545BALLARD MARK& LORI4527ANDERSONBROOKE4517O'BRIEN DAVIDM & JULIE A4507GOEBELSTEVEN A16345HAELANHOUSE LLC16377 SPAULDING TABATHA 16361 CLAIBORNE STEVEN A 16299 EXTR A INNIN G S I N C 4671VETERANS OF FO R E I G N WARS & VFW POST 6 2 0 8 LE M A N A G E M E N T PRO P E R T I E S LE M A N A G E M E N T PRO P E R T I E S IMH O L T E PRO P E R T I E S LLC CAS E Y J O H N R & D I A N E M PRIOR LAKE CITY OF & CITY MANAGERSCOTT RICETELEPHONE COSCOTT RICETELEPHONE COSCOT T R I C E TELEP H O N E C OSCOTT RICETELEPHONE COSCOTT RICETELEPHONE COPRIOR LAKECITY OF &CITY MANAGERVETERANS OF FOREIGN WARS & VFW POST 6208VETERANS OF FOREIGN WARS & VFW POST 6208 PRIOR LAKE CITY OF & CITY MANAGERO'BRIEN DAVID M & JULIE A PRIOR LAKE CITY OF & CITY MANAGER MARK BALLARD PROPERTIES LLC MARK BALLARD PROPERTIES LLC LANGHORST RANDY W & C/O DELORES LANGHORSTl>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lH:\PLAK\T18120665\CAD\C3D\FIGR-120665-EX_GIS_UTILITIES.dwg 1/28/2021 10:11:56 AMR Downtown South Reconstruction City of Prior Lake Figure 5: Utility Improvements February 2021 R FEETSCALE 0 50 100 HORZ.TH 13PLEASANT ST COLOR A D O S TARCADIA AVEMAIN AVEDULUTH AVECIPP LINING CANDIDATES CIPP LINING CANDIDATES LEGEND EXISTING PROPOSED SANITARY SEWER WATERMAIN STORM SEWER >>> l l l l >>>> CR 21 POTENTIAL STORMWATER MANAGEMENT POND POTENTIAL UNDERGROUND STORMWATER TREATMENT Downtown South Reconstruction Downtown South Reconstruction Downtown South Reconstruction Downtown South Reconstruction 14 810'H:\PLAK\T18120665\CAD\C3D\Archive\FIGR-120665-STREET IMPROVEMENTS OPTION 2-REDUCED.dwg 3/8/2021 2:50:51 PMR Downtown South Reconstruction City of Prior Lake Figure 10: Colorado Street Option 2 (Original) April 2020 R FEETSCALE 0 15 30 HORZ. COLOR A D O S T PREMI E R E DANC E ACAD E M Y EAGLE C R E E K A V E ( C R 2 1 ) LEGEND BITUMINOUS STREET/DRIVEWAY CONCRETE SIDEWALK/DRIVEWAY BOULEVARD T-SHIR T S & MO R E STATE F A R M NUVE R A 17'2'11'11'8'8'R FEETSCALE 0 15 30 HORZ.2'17'8' 14 8 H:\PLAK\T18120665\CAD\C3D\FIGR-120665-STREET IMPROVEMENTS OPTION 2.dwg 3/8/2021 2:45:02 PMR Downtown South Reconstruction City of Prior Lake Figure 11: Colorado Street Option 2A February 2021 R FEETSCALE 0 15 30 HORZ. COLOR A D O S T PREMI E R E DANC E ACAD E M Y EAGLE C R E E K A V E ( C R 2 1 ) LEGEND BITUMINOUS STREET/DRIVEWAY CONCRETE SIDEWALK/DRIVEWAY BOULEVARD T-SHIR T S & MO R E STATE F A R M NUVE R A 17'2'11'11'2'8'R FEETSCALE 0 15 30 HORZ. 14 8 H:\PLAK\T18120665\CAD\C3D\FIGR-120665-STREET IMPROVEMENTS OPTION 2B.dwg 3/8/2021 2:46:07 PMR Downtown South Reconstruction City of Prior Lake Figure 12: Colorado Street Option 2B February 2021 R FEETSCALE 0 15 30 HORZ. COLOR A D O S T PREMI E R E DANC E ACAD E M Y EAGLE C R E E K A V E ( C R 2 1 ) LEGEND BITUMINOUS STREET/DRIVEWAY CONCRETE SIDEWALK/DRIVEWAY BOULEVARD T-SHIR T S & MO R E STATE F A R M NUVE R A 17'2'11'11'8'8' Appendix B: Preliminary Cost Estimates PRELIMINARY ENGINEER'S ESTIMATE - OPTION 1 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "A" - STREETS 2,908,350.00$ SCHEDULE "B" - SANITARY SEWER 631,350.00$ SCHEDULE "C" - WATERMAIN 675,210.00$ SCHEDULE "D" - STORM SEWER 616,990.00$ SCHEDULE "E" - LIGHTING 376,360.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE 299,190.00$ SCHEDULE "G" - STORMWATER QUALITY 263,080.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY 424,880.00$ PROJECT GRAND TOTAL 6,195,410.00$ Preliminary Feasibility Estimate 3/22/2021 1 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 1 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "A" - STREETS 2021.501 MOBILIZATION LS 0.49 $225,000.00 110,250.00$ 2101.524 CLEARING TREE 13 $450.00 5,850.00$ 2101.524 GRUBBING TREE 13 $450.00 5,850.00$ 2101.610 TREE TRIMMING HOUR 10 $250.00 2,500.00$ 2104.502 REMOVE CONCRETE STEPS EA 20 $350.00 7,000.00$ 2104.502 REMOVE CASTING EA 1 $250.00 250.00$ 2104.502 REMOVE SIGN EA 38 $50.00 1,900.00$ 2104.502 SALVAGE SIGN EA 1 $50.00 50.00$ 2104.502 SALVAGE MAILBOX SUPPORT EA 23 $100.00 2,300.00$ 2104.503 SAW ING CONCRETE PAVEMENT (FULL DEPTH)LF 458 $5.00 2,290.00$ 2104.503 SAW ING BITUMINOUS PAVEMENT (FULL DEPTH)LF 1050 $3.00 3,150.00$ 2104.503 REMOVE CURB & GUTTER LF 7750 $4.00 31,000.00$ 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 612 $10.00 6,120.00$ 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 820 $8.00 6,560.00$ 2104.504 REMOVE BITUMINOUS PAVEMENT SY 13860 $4.00 55,440.00$ 2104.518 REMOVE CONCRETE W ALK SF 32000 $1.20 38,400.00$ 2104.603 RELOCATE SPRINKLER SYSTEM LF 660 $10.00 6,600.00$ 2105.504 GEOTEXTILE FABRIC TYPE 5 SY 16050 $2.00 32,100.00$ 2105.507 COMMON EXCAVATION CY 18570 $15.00 278,550.00$ 2105.507 SUBGRADE EXCAVATION CY 640 $20.00 12,800.00$ 2105.507 SELECT GRANULAR BORROW CY 8830 $15.00 132,450.00$ 2105.507 STABILIZING AGGREGATE CY 640 $25.00 16,000.00$ 2123.510 COMMON LABORERS HOUR 40 $80.00 3,200.00$ 2123.510 DOZER HOUR 10 $160.00 1,600.00$ 2123.510 3.0 CU YD FRONT END LOADER HOUR 10 $165.00 1,650.00$ 2123.610 CRAWLER MOUNTED BACKHOE HOUR 10 $220.00 2,200.00$ 2123.610 STREET SWEEPER (W ITH PICKUP BROOM)HOUR 60 $170.00 10,200.00$ 2211.509 AGGREGATE BASE CLASS 5 (100% CRUSHED LIMESTONE)TON 7299 $20.00 145,980.00$ 2301.602 REINFORCEMENT BARS (EPOXY COATED)EA 220 $12.00 2,640.00$ 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1350 $3.00 4,050.00$ 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TON 3180 $78.00 248,040.00$ 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)TON 1590 $73.00 116,070.00$ 2360.618 3" BITUMINOUS DRIVEW AY PAVEMENT SY 380 $30.00 11,400.00$ 2411.607 CONCRETE STEPS CY 7 $1,250.00 8,750.00$ ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT Preliminary Feasibility Estimate 3/22/2021 2 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 1 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 2506.502 ADJUST FRAME & RING CASTING EA 5 $600.00 3,000.00$ 2506.602 CASTING ASSEMBLY SPECIAL EA 10 $250.00 2,500.00$ 2521.518 4" CONCRETE WALK SF 39200 $6.50 254,800.00$ 2521.518 6" CONCRETE WALK SF 3080 $9.00 27,720.00$ 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LF 6610 $16.00 105,760.00$ 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SY 800 $72.00 57,600.00$ 2531.504 8" CONCRETE DRIVEWAY PAVEMENT SY 720 $100.00 72,000.00$ 2531.603 CONCRETE CURB DESIGN V LF 76 $55.00 4,180.00$ 2531.618 TRUNCATED DOMES SF 490 $57.00 27,930.00$ 2540.602 INSTALL MAILBOX SUPPORT EA 23 $150.00 3,450.00$ 2563.601 TRAFFIC CONTROL LS 1.00 $35,000.00 35,000.00$ 2564.502 INSTALL SIGN EA 1 $200.00 200.00$ 2564.518 SIGN PANELS TYPE C SF 240 $60.00 14,400.00$ 2564.602 SIGN PANELS TYPE SPECIAL EA 7 $250.00 1,750.00$ 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM SYSTEM 1 $30,000.00 30,000.00$ 2573.501 STABILIZED CONSTRUCTION EXIT LS 1.00 $13,500.00 13,500.00$ 2573.502 STORM DRAIN INLET PROTECTION EA 38 $225.00 8,550.00$ 2574.507 COMMON TOPSOIL BORROW CY 650 $35.00 22,750.00$ 2575.504 SODDING TYPE LAWN SY 4640 $8.50 39,440.00$ 2582.503 4" SOLID LINE MULTI-COMPONENT LF 5840 $1.00 5,840.00$ 2582.503 24" SOLID LINE MULTI-COMPONENT LF 180 $8.00 1,440.00$ 2582.503 4" BROKEN LINE MULTI-COMPONENT (YELLOW)LF 3000 $0.75 2,250.00$ 2582.518 PAVEMENT MESSAGE MULTI-COMPONENT SF 30 $14.00 420.00$ 2582.518 CROSSWALK MULTI-COMPONENT SF 980 $6.00 5,880.00$ SCHEDULE "A" - STREETS SUBTOTAL 2,053,550.00$ 3% ESTIMATED UNIT PRICE INFLATION 61,610.00$ SCHEDULE "A" - STREETS SUBTOTAL 2,115,160.00$ 10% CONTINGENCY 211,520.00$ SCHEDULE "A" - STREETS TOTAL 2,326,680.00$ 25% OVERHEAD 581,670.00$ SCHEDULE "A" - STREETS GRAND TOTAL 2,908,350.00$ Preliminary Feasibility Estimate 3/22/2021 3 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 1 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "B" - SANITARY SEWER 2021.501 MOBILIZATION LS 0.11 $225,000.00 24,750.00$ 2104.502 REMOVE MANHOLE EA 14 $425.00 5,950.00$ 2104.503 REMOVE SEWER PIPE (SANITARY)LF 2860 $6.00 17,160.00$ 2451.607 AGGREGATE FOUNDATION CY 94 $35.00 3,290.00$ 2503.602 CONNECT TO EXISTING SANITARY SEWER EA 6 $1,250.00 7,500.00$ 2503.602 CONNECT TO EXISTING MANHOLES (SAN)EA 0 $1,500.00 -$ 2503.602 8"X6" PVC WYE (SDR 26)EA 43 $350.00 15,050.00$ 2503.602 SANITARY SEWER CLEANOUT EA 43 $450.00 19,350.00$ 2503.602 SANITARY LOCATE BOX EA 43 $200.00 8,600.00$ 2503.603 6" PVC PIPE SEWER (SDR 26)LF 1530 $47.00 71,910.00$ 2503.603 8" PVC PIPE SEWER (SDR 35)LF 2691 $40.00 107,640.00$ 2503.603 LINING SEWER PIPE 8"LF 664 $60.00 39,840.00$ 2503.603 LINING SEWER PIPE 10"LF 480 $80.00 38,400.00$ 2506.502 CASTING ASSEMBLY (SANITARY)EA 13 $1,000.00 13,000.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (SANITARY)LF 163 $450.00 73,350.00$ SCHEDULE "B" - SANITARY SEWER SUBTOTAL 445,790.00$ 3% ESTIMATED UNIT PRICE INFLATION 13,370.00$ SCHEDULE "B" - SANITARY SEWER SUBTOTAL 459,160.00$ 10% CONTINGENCY 45,920.00$ SCHEDULE "B" - SANITARY SEWER TOTAL 505,080.00$ 25% OVERHEAD 126,270.00$ SCHEDULE "B" - SANITARY SEWER GRAND TOTAL 631,350.00$ ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY Preliminary Feasibility Estimate 3/22/2021 4 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 1 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "C" - WATERMAIN 2021.501 MOBILIZATION LS 0.12 $225,000.00 27,000.00$ 2104.502 REMOVE HYDRANT EA 9 $500.00 4,500.00$ 2104.503 REMOVE WATERMAIN LF 3400 $7.00 23,800.00$ 2451.607 AGGREGATE FOUNDATION CY 76 $35.00 2,660.00$ 2504.601 TEMPORARY WATER SERVICE LS 1 $15,000.00 15,000.00$ 2504.602 RECONNECT WATER SERVICE EA 49 $450.00 22,050.00$ 2504.602 CONNECT TO EXISTING WATERMAIN EA 7 $1,500.00 10,500.00$ 2504.602 HYDRANT EA 9 $4,500.00 40,500.00$ 2504.602 1" CORPORATION STOP EA 42 $350.00 14,700.00$ 2504.602 2" CORPORATION STOP EA 7 $750.00 5,250.00$ 2504.602 6" GATE VALVE & BOX EA 15 $1,750.00 26,250.00$ 2504.602 8" GATE VALVE & BOX EA 14 $2,250.00 31,500.00$ 2504.602 1" CURB STOP & BOX EA 42 $500.00 21,000.00$ 2504.602 2" CURB STOP & BOX EA 7 $750.00 5,250.00$ 2504.602 WATER LOCATE BOX EA 49 $200.00 9,800.00$ 2504.603 1" TYPE PE PIPE LF 1570 $25.00 39,250.00$ 2504.603 2" TYPE PE PIPE LF 219 $50.00 10,950.00$ 2504.603 6" PVC WATERMAIN LF 354 $40.00 14,160.00$ 2504.603 8" PVC WATERMAIN LF 3070 $44.00 135,080.00$ 2504.604 4" INSULATION SY 72 $45.00 3,240.00$ 2504.608 DUCTILE IRON FITTINGS LB 1790 $8.00 14,320.00$ SCHEDULE "C" - WATERMAIN SUBTOTAL 476,760.00$ 3% ESTIMATED UNIT PRICE INFLATION 14,300.00$ SCHEDULE "C" - WATERMAIN SUBTOTAL 491,060.00$ 10% CONTINGENCY 49,110.00$ SCHEDULE "C" - WATERMAIN TOTAL 540,170.00$ 25% OVERHEAD 135,040.00$ SCHEDULE "C" - WATERMAIN GRAND TOTAL 675,210.00$ ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE Preliminary Feasibility Estimate 3/22/2021 5 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 1 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "D" - STORM SEWER 2021.501 MOBILIZATION LS 0.11 $225,000.00 24,750.00$ 2104.502 REMOVE DRAINAGE STRUCTURE EA 23 $400.00 9,200.00$ 2104.503 REMOVE SEWER PIPE (STORM)LF 1390 $12.00 16,680.00$ 2502.503 4" PERF TP PIPE DRAIN LF 6078 $10.00 60,780.00$ 2502.602 4" PVC PIPE DRAIN CLEANOUT EA 22 $400.00 8,800.00$ 2503.503 15" RC PIPE SEWER CLASS V LF 1642 $70.00 114,940.00$ 2503.503 18" RC PIPE SEWER CLASS III LF 32 $75.00 2,400.00$ 2503.503 27" RC PIPE SEWER CLASS III LF 569 $100.00 56,900.00$ 2503.602 CONNECT TO EXISTING STORM SEWER EA 7 $1,000.00 7,000.00$ 2503.602 CONNECT TO EXISTING MANHOLES EA 4 $1,250.00 5,000.00$ 2506.502 CASTING ASSEMBLY (STORM)EA 31 $950.00 29,450.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN H LF 3 $350.00 1,050.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X3' CB)LF 77 $500.00 38,500.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LF 42 $600.00 25,200.00$ 2506.603 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 LF 56 $625.00 35,000.00$ SCHEDULE "D" - STORM SEWER SUBTOTAL 435,650.00$ 3% ESTIMATED UNIT PRICE INFLATION 13,070.00$ SCHEDULE "D" - STORM SEWER SUBTOTAL 448,720.00$ 10% CONTINGENCY 44,870.00$ SCHEDULE "D" - STORM SEWER TOTAL 493,590.00$ 25% OVERHEAD 123,400.00$ SCHEDULE "D" - STORM SEWER GRAND TOTAL 616,990.00$ SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE Preliminary Feasibility Estimate 3/22/2021 6 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 1 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "E" - LIGHTING 2021.501 MOBILIZATION LS 0.07 $225,000.00 15,750.00$ 2104.502 REMOVE LIGHTING SYSTEM EA 1 $50,000.00 50,000.00$ 2545.501 LIGHTING SYSTEM "A"LS 1 $200,000.00 200,000.00$ SCHEDULE "E" - LIGHTING SUBTOTAL 265,750.00$ 3% ESTIMATED UNIT PRICE INFLATION 7,970.00$ SCHEDULE "E" - LIGHTING SUBTOTAL 273,720.00$ 10% CONTINGENCY 27,370.00$ SCHEDULE "E" - LIGHTING TOTAL 301,090.00$ 25% OVERHEAD 75,270.00$ SCHEDULE "E" - LIGHTING GRAND TOTAL 376,360.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE 2021.501 MOBILIZATION LS 0.05 $225,000.00 11,250.00$ 0.000 LANDSCAPE ARCHITECTURE ALLOWANCE ALLOW 1 $200,000.00 200,000.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE SUBTOTAL 211,250.00$ 3% ESTIMATED UNIT PRICE INFLATION 6,340.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE SUBTOTAL 217,590.00$ 10% CONTINGENCY 21,760.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE TOTAL 239,350.00$ 25% OVERHEAD 59,840.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE GRAND TOTAL 299,190.00$ SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE Preliminary Feasibility Estimate 3/22/2021 7 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 1 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "G" - STORMWATER QUALITY 2021.501 MOBILIZATION LS 0.05 $225,000.00 11,250.00$ 0.000 STORMWATER CHAMBERS (CHAMBER, FABRIC, & BACKFILL)CF 7860 $7.00 55,020.00$ 2105.507 COMMON EXCAVATION CY 1014 $25.00 25,350.00$ 2105.507 CHANNEL AND POND EXCAVATION CY 1124 $25.00 28,100.00$ 2501.502 15" RC PIPE APRON EA 1 $1,200.00 1,200.00$ 2501.602 OUTLET STRUCTURE EA 1 $1,500.00 1,500.00$ 0.000 6" PERFORATED HDPE DRAIN TILE, 6" GATE VALVE, MANHOLE (FILTRATION)LS 1 $15,000.00 15,000.00$ 2503.602 CONNECT TO EXISTING MANHOLES EA 1 $1,500.00 1,500.00$ 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (48" DIA. CONTROL STRUCTURE WITH WEIR WALL)EA 1 $15,000.00 15,000.00$ 0.000 1"-2" CLEAR STONE CY 310 $45.00 13,950.00$ 2574.507 COMMON TOPSOIL BORROW CY 50 $35.00 1,750.00$ 2575.607 INFILTRATION MEDIA CY 326 $45.00 14,670.00$ 2575.607 3" MULCH LAYER CY 42 $35.00 1,470.00$ SCHEDULE "G" - STORMWATER QUALITY SUBTOTAL 185,760.00$ 3% ESTIMATED UNIT PRICE INFLATION 5,570.00$ SCHEDULE "G" - STORMWATER QUALITY SUBTOTAL 191,330.00$ 10% CONTINGENCY 19,130.00$ SCHEDULE "G" - STORMWATER QUALITY TOTAL 210,460.00$ 25% OVERHEAD 52,620.00$ SCHEDULE "G" - STORMWATER QUALITY GRAND TOTAL 263,080.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY 0.000 OVERHEAD UTILITY BURIAL LS 1 $300,000.00 300,000.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY SUBTOTAL 300,000.00$ 3% ESTIMATED UNIT PRICE INFLATION 9,000.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY SUBTOTAL 309,000.00$ 10% CONTINGENCY 30,900.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY TOTAL 339,900.00$ 25% OVERHEAD 84,980.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY GRAND TOTAL 424,880.00$ ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY Preliminary Feasibility Estimate 3/22/2021 8 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 2 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "A" - STREETS 2,872,540.00$ SCHEDULE "B" - SANITARY SEWER 631,350.00$ SCHEDULE "C" - WATERMAIN 675,210.00$ SCHEDULE "D" - STORM SEWER 616,990.00$ SCHEDULE "E" - LIGHTING 376,360.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE 299,190.00$ SCHEDULE "G" - STORMWATER QUALITY 263,080.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY 424,880.00$ PROJECT GRAND TOTAL 6,159,600.00$ Preliminary Feasibility Estimate 3/22/2021 1 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 2 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "A" - STREETS 2021.501 MOBILIZATION LS 0.49 $225,000.00 110,250.00$ 2101.524 CLEARING TREE 13 $450.00 5,850.00$ 2101.524 GRUBBING TREE 13 $450.00 5,850.00$ 2101.610 TREE TRIMMING HOUR 10 $250.00 2,500.00$ 2104.502 REMOVE CONCRETE STEPS EA 20 $350.00 7,000.00$ 2104.502 REMOVE CASTING EA 1 $250.00 250.00$ 2104.502 REMOVE SIGN EA 38 $50.00 1,900.00$ 2104.502 SALVAGE SIGN EA 1 $50.00 50.00$ 2104.502 SALVAGE MAILBOX SUPPORT EA 23 $100.00 2,300.00$ 2104.503 SAW ING CONCRETE PAVEMENT (FULL DEPTH)LF 458 $5.00 2,290.00$ 2104.503 SAW ING BITUMINOUS PAVEMENT (FULL DEPTH)LF 1050 $3.00 3,150.00$ 2104.503 REMOVE CURB & GUTTER LF 7750 $4.00 31,000.00$ 2104.504 REMOVE CONCRETE DRIVEW AY PAVEMENT SY 612 $10.00 6,120.00$ 2104.504 REMOVE BITUMINOUS DRIVEW AY PAVEMENT SY 820 $8.00 6,560.00$ 2104.504 REMOVE BITUMINOUS PAVEMENT SY 13860 $4.00 55,440.00$ 2104.518 REMOVE CONCRETE W ALK SF 32000 $1.20 38,400.00$ 2104.603 RELOCATE SPRINKLER SYSTEM LF 660 $10.00 6,600.00$ 2105.504 GEOTEXTILE FABRIC TYPE 5 SY 16300 $2.00 32,600.00$ 2105.507 COMMON EXCAVATION CY 18830 $15.00 282,450.00$ 2105.507 SUBGRADE EXCAVATION CY 660 $20.00 13,200.00$ 2105.507 SELECT GRANULAR BORROW CY 8962 $15.00 134,430.00$ 2105.507 STABILIZING AGGREGATE CY 660 $25.00 16,500.00$ 2123.510 COMMON LABORERS HOUR 40 $80.00 3,200.00$ 2123.510 DOZER HOUR 10 $160.00 1,600.00$ 2123.510 3.0 CU YD FRONT END LOADER HOUR 10 $165.00 1,650.00$ 2123.610 CRAW LER MOUNTED BACKHOE HOUR 10 $220.00 2,200.00$ 2123.610 STREET SW EEPER (W ITH PICKUP BROOM)HOUR 60 $170.00 10,200.00$ 2211.509 AGGREGATE BASE CLASS 5 (100% CRUSHED LIMESTONE)TON 7409 $20.00 148,180.00$ 2301.602 REINFORCEMENT BARS (EPOXY COATED)EA 220 $12.00 2,640.00$ 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1310 $3.00 3,930.00$ 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TON 3240 $78.00 252,720.00$ 2360.509 TYPE SP 12.5 NON W EARING COURSE MIXTURE (3,C)TON 1620 $73.00 118,260.00$ 2360.618 3" BITUMINOUS DRIVEW AY PAVEMENT SY 370 $30.00 11,100.00$ 2411.607 CONCRETE STEPS CY 7 $1,250.00 8,750.00$ ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT Preliminary Feasibility Estimate 3/22/2021 2 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 2 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 2506.502 ADJUST FRAME & RING CASTING EA 5 $600.00 3,000.00$ 2506.602 CASTING ASSEMBLY SPECIAL EA 10 $250.00 2,500.00$ 2521.518 4" CONCRETE W ALK SF 37480 $5.50 206,140.00$ 2521.518 6" CONCRETE W ALK SF 3480 $9.00 31,320.00$ 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LF 6560 $15.00 98,400.00$ 2531.504 6" CONCRETE DRIVEW AY PAVEMENT SY 750 $70.00 52,500.00$ 2531.504 8" CONCRETE DRIVEW AY PAVEMENT SY 860 $100.00 86,000.00$ 2531.603 CONCRETE CURB DESIGN V LF 76 $55.00 4,180.00$ 2531.618 TRUNCATED DOMES SF 490 $57.00 27,930.00$ 2540.602 INSTALL MAILBOX SUPPORT EA 23 $150.00 3,450.00$ 2563.601 TRAFFIC CONTROL LS 1.00 $35,000.00 35,000.00$ 2564.502 INSTALL SIGN EA 1 $200.00 200.00$ 2564.518 SIGN PANELS TYPE C SF 240 $60.00 14,400.00$ 2564.602 SIGN PANELS TYPE SPECIAL EA 7 $250.00 1,750.00$ 2565.616 PEDESTRIAN CROSSW ALK FLASHER SYSTEM SYSTEM 1 $30,000.00 30,000.00$ 2573.501 STABILIZED CONSTRUCTION EXIT LS 1.00 $13,500.00 13,500.00$ 2573.502 STORM DRAIN INLET PROTECTION EA 38 $225.00 8,550.00$ 2574.507 COMMON TOPSOIL BORROW CY 720 $35.00 25,200.00$ 2575.504 SODDING TYPE LAW N SY 5160 $7.50 38,700.00$ 2582.503 4" SOLID LINE MULTI-COMPONENT LF 6080 $1.00 6,080.00$ 2582.503 24" SOLID LINE MULTI-COMPONENT LF 180 $8.00 1,440.00$ 2582.503 4" BROKEN LINE MULTI-COMPONENT (YELLOW )LF 3000 $0.75 2,250.00$ 2582.518 PAVEMENT MESSAGE MULTI-COMPONENT SF 30 $14.00 420.00$ 2582.518 CROSSW ALK MULTI-COMPONENT SF 1040 $6.00 6,240.00$ SCHEDULE "A" - STREETS SUBTOTAL 2,028,270.00$ 3% ESTIMATED UNIT PRICE INFLATION 60,850.00$ SCHEDULE "A" - STREETS SUBTOTAL 2,089,120.00$ 10% CONTINGENCY 208,910.00$ SCHEDULE "A" - STREETS TOTAL 2,298,030.00$ 25% OVERHEAD 574,510.00$ SCHEDULE "A" - STREETS GRAND TOTAL 2,872,540.00$ Preliminary Feasibility Estimate 3/22/2021 3 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 2 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "B" - SANITARY SEWER 2021.501 MOBILIZATION LS 0.11 $225,000.00 24,750.00$ 2104.502 REMOVE MANHOLE EA 14 $425.00 5,950.00$ 2104.503 REMOVE SEWER PIPE (SANITARY)LF 2860 $6.00 17,160.00$ 2451.607 AGGREGATE FOUNDATION CY 94 $35.00 3,290.00$ 2503.602 CONNECT TO EXISTING SANITARY SEWER EA 6 $1,250.00 7,500.00$ 2503.602 CONNECT TO EXISTING MANHOLES (SAN)EA 0 $1,500.00 -$ 2503.602 8"X6" PVC WYE (SDR 26)EA 43 $350.00 15,050.00$ 2503.602 SANITARY SEWER CLEANOUT EA 43 $450.00 19,350.00$ 2503.602 SANITARY LOCATE BOX EA 43 $200.00 8,600.00$ 2503.603 6" PVC PIPE SEWER (SDR 26)LF 1530 $47.00 71,910.00$ 2503.603 8" PVC PIPE SEWER (SDR 35)LF 2691 $40.00 107,640.00$ 2503.603 LINING SEWER PIPE 8"LF 664 $60.00 39,840.00$ 2503.603 LINING SEWER PIPE 10"LF 480 $80.00 38,400.00$ 2506.502 CASTING ASSEMBLY (SANITARY)EA 13 $1,000.00 13,000.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (SANITARY)LF 163 $450.00 73,350.00$ SCHEDULE "B" - SANITARY SEWER SUBTOTAL 445,790.00$ 3% ESTIMATED UNIT PRICE INFLATION 13,370.00$ SCHEDULE "B" - SANITARY SEWER SUBTOTAL 459,160.00$ 10% CONTINGENCY 45,920.00$ SCHEDULE "B" - SANITARY SEWER TOTAL 505,080.00$ 25% OVERHEAD 126,270.00$ SCHEDULE "B" - SANITARY SEWER GRAND TOTAL 631,350.00$ ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY Preliminary Feasibility Estimate 3/22/2021 4 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 2 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "C" - WATERMAIN 2021.501 MOBILIZATION LS 0.12 $225,000.00 27,000.00$ 2104.502 REMOVE HYDRANT EA 9 $500.00 4,500.00$ 2104.503 REMOVE WATERMAIN LF 3400 $7.00 23,800.00$ 2451.607 AGGREGATE FOUNDATION CY 76 $35.00 2,660.00$ 2504.601 TEMPORARY WATER SERVICE LS 1 $15,000.00 15,000.00$ 2504.602 RECONNECT WATER SERVICE EA 49 $450.00 22,050.00$ 2504.602 CONNECT TO EXISTING WATERMAIN EA 7 $1,500.00 10,500.00$ 2504.602 HYDRANT EA 9 $4,500.00 40,500.00$ 2504.602 1" CORPORATION STOP EA 42 $350.00 14,700.00$ 2504.602 2" CORPORATION STOP EA 7 $750.00 5,250.00$ 2504.602 6" GATE VALVE & BOX EA 15 $1,750.00 26,250.00$ 2504.602 8" GATE VALVE & BOX EA 14 $2,250.00 31,500.00$ 2504.602 1" CURB STOP & BOX EA 42 $500.00 21,000.00$ 2504.602 2" CURB STOP & BOX EA 7 $750.00 5,250.00$ 2504.602 WATER LOCATE BOX EA 49 $200.00 9,800.00$ 2504.603 1" TYPE PE PIPE LF 1570 $25.00 39,250.00$ 2504.603 2" TYPE PE PIPE LF 219 $50.00 10,950.00$ 2504.603 6" PVC WATERMAIN LF 354 $40.00 14,160.00$ 2504.603 8" PVC WATERMAIN LF 3070 $44.00 135,080.00$ 2504.604 4" INSULATION SY 72 $45.00 3,240.00$ 2504.608 DUCTILE IRON FITTINGS LB 1790 $8.00 14,320.00$ SCHEDULE "C" - WATERMAIN SUBTOTAL 476,760.00$ 3% ESTIMATED UNIT PRICE INFLATION 14,300.00$ SCHEDULE "C" - WATERMAIN SUBTOTAL 491,060.00$ 10% CONTINGENCY 49,110.00$ SCHEDULE "C" - WATERMAIN TOTAL 540,170.00$ 25% OVERHEAD 135,040.00$ SCHEDULE "C" - WATERMAIN GRAND TOTAL 675,210.00$ ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE Preliminary Feasibility Estimate 3/22/2021 5 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 2 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "D" - STORM SEWER 2021.501 MOBILIZATION LS 0.11 $225,000.00 24,750.00$ 2104.502 REMOVE DRAINAGE STRUCTURE EA 23 $400.00 9,200.00$ 2104.503 REMOVE SEWER PIPE (STORM)LF 1390 $12.00 16,680.00$ 2502.503 4" PERF TP PIPE DRAIN LF 6078 $10.00 60,780.00$ 2502.602 4" PVC PIPE DRAIN CLEANOUT EA 22 $400.00 8,800.00$ 2503.503 15" RC PIPE SEWER CLASS V LF 1642 $70.00 114,940.00$ 2503.503 18" RC PIPE SEWER CLASS III LF 32 $75.00 2,400.00$ 2503.503 27" RC PIPE SEWER CLASS III LF 569 $100.00 56,900.00$ 2503.602 CONNECT TO EXISTING STORM SEWER EA 7 $1,000.00 7,000.00$ 2503.602 CONNECT TO EXISTING MANHOLES EA 4 $1,250.00 5,000.00$ 2506.502 CASTING ASSEMBLY (STORM)EA 31 $950.00 29,450.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN H LF 3 $350.00 1,050.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X3' CB)LF 77 $500.00 38,500.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LF 42 $600.00 25,200.00$ 2506.603 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 LF 56 $625.00 35,000.00$ SCHEDULE "D" - STORM SEWER SUBTOTAL 435,650.00$ 3% ESTIMATED UNIT PRICE INFLATION 13,070.00$ SCHEDULE "D" - STORM SEWER SUBTOTAL 448,720.00$ 10% CONTINGENCY 44,870.00$ SCHEDULE "D" - STORM SEWER TOTAL 493,590.00$ 25% OVERHEAD 123,400.00$ SCHEDULE "D" - STORM SEWER GRAND TOTAL 616,990.00$ SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE Preliminary Feasibility Estimate 3/22/2021 6 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 2 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "E" - LIGHTING 2021.501 MOBILIZATION LS 0.07 $225,000.00 15,750.00$ 2104.502 REMOVE LIGHTING SYSTEM EA 1 $50,000.00 50,000.00$ 2545.501 LIGHTING SYSTEM "A"LS 1 $200,000.00 200,000.00$ SCHEDULE "E" - LIGHTING SUBTOTAL 265,750.00$ 3% ESTIMATED UNIT PRICE INFLATION 7,970.00$ SCHEDULE "E" - LIGHTING SUBTOTAL 273,720.00$ 10% CONTINGENCY 27,370.00$ SCHEDULE "E" - LIGHTING TOTAL 301,090.00$ 25% OVERHEAD 75,270.00$ SCHEDULE "E" - LIGHTING GRAND TOTAL 376,360.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE 2021.501 MOBILIZATION LS 0.05 $225,000.00 11,250.00$ 0.000 LANDSCAPE ARCHITECTURE ALLOWANCE ALLOW 1 $200,000.00 200,000.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE SUBTOTAL 211,250.00$ 3% ESTIMATED UNIT PRICE INFLATION 6,340.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE SUBTOTAL 217,590.00$ 10% CONTINGENCY 21,760.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE TOTAL 239,350.00$ 25% OVERHEAD 59,840.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE GRAND TOTAL 299,190.00$ SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE Preliminary Feasibility Estimate 3/22/2021 7 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 2 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "G" - STORMWATER QUALITY 2021.501 MOBILIZATION LS 0.05 $225,000.00 11,250.00$ 0.000 STORMWATER CHAMBERS (CHAMBER, FABRIC, & BACKFILL)CF 7860 $7.00 55,020.00$ 2105.507 COMMON EXCAVATION CY 1014 $25.00 25,350.00$ 2105.507 CHANNEL AND POND EXCAVATION CY 1124 $25.00 28,100.00$ 2501.502 15" RC PIPE APRON EA 1 $1,200.00 1,200.00$ 2501.602 OUTLET STRUCTURE EA 1 $1,500.00 1,500.00$ 0.000 6" PERFORATED HDPE DRAIN TILE, 6" GATE VALVE, MANHOLE (FILTRATION)LS 1 $15,000.00 15,000.00$ 2503.602 CONNECT TO EXISTING MANHOLES EA 1 $1,500.00 1,500.00$ 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (48" DIA. CONTROL STRUCTURE WITH WEIR WALL)EA 1 $15,000.00 15,000.00$ 0.000 1"-2" CLEAR STONE CY 310 $45.00 13,950.00$ 2574.507 COMMON TOPSOIL BORROW CY 50 $35.00 1,750.00$ 2575.607 INFILTRATION MEDIA CY 326 $45.00 14,670.00$ 2575.607 3" MULCH LAYER CY 42 $35.00 1,470.00$ SCHEDULE "G" - STORMWATER QUALITY SUBTOTAL 185,760.00$ 3% ESTIMATED UNIT PRICE INFLATION 5,570.00$ SCHEDULE "G" - STORMWATER QUALITY SUBTOTAL 191,330.00$ 10% CONTINGENCY 19,130.00$ SCHEDULE "G" - STORMWATER QUALITY TOTAL 210,460.00$ 25% OVERHEAD 52,620.00$ SCHEDULE "G" - STORMWATER QUALITY GRAND TOTAL 263,080.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY 0.000 OVERHEAD UTILITY BURIAL LS 1 $300,000.00 300,000.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY SUBTOTAL 300,000.00$ 3% ESTIMATED UNIT PRICE INFLATION 9,000.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY SUBTOTAL 309,000.00$ 10% CONTINGENCY 30,900.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY TOTAL 339,900.00$ 25% OVERHEAD 84,980.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY GRAND TOTAL 424,880.00$ ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE Preliminary Feasibility Estimate 3/22/2021 8 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 3 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "A" - STREETS 2,907,630.00$ SCHEDULE "B" - SANITARY SEWER 631,350.00$ SCHEDULE "C" - WATERMAIN 675,210.00$ SCHEDULE "D" - STORM SEWER 616,990.00$ SCHEDULE "E" - LIGHTING 376,360.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE 299,190.00$ SCHEDULE "G" - STORMWATER QUALITY 263,080.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY 424,880.00$ PROJECT GRAND TOTAL 6,194,690.00$ Preliminary Feasibility Estimate 3/22/2021 1 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 3 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "A" - STREETS 2021.501 MOBILIZATION LS 0.49 $225,000.00 110,250.00$ 2101.524 CLEARING TREE 13 $450.00 5,850.00$ 2101.524 GRUBBING TREE 13 $450.00 5,850.00$ 2101.610 TREE TRIMMING HOUR 10 $250.00 2,500.00$ 2104.502 REMOVE CONCRETE STEPS EA 20 $350.00 7,000.00$ 2104.502 REMOVE CASTING EA 1 $250.00 250.00$ 2104.502 REMOVE SIGN EA 38 $50.00 1,900.00$ 2104.502 SALVAGE SIGN EA 1 $50.00 50.00$ 2104.502 SALVAGE MAILBOX SUPPORT EA 23 $100.00 2,300.00$ 2104.503 SAW ING CONCRETE PAVEMENT (FULL DEPTH)LF 458 $5.00 2,290.00$ 2104.503 SAW ING BITUMINOUS PAVEMENT (FULL DEPTH)LF 1050 $3.00 3,150.00$ 2104.503 REMOVE CURB & GUTTER LF 7750 $4.00 31,000.00$ 2104.504 REMOVE CONCRETE DRIVEW AY PAVEMENT SY 612 $10.00 6,120.00$ 2104.504 REMOVE BITUMINOUS DRIVEW AY PAVEMENT SY 820 $8.00 6,560.00$ 2104.504 REMOVE BITUMINOUS PAVEMENT SY 13860 $4.00 55,440.00$ 2104.518 REMOVE CONCRETE W ALK SF 32000 $1.20 38,400.00$ 2104.603 RELOCATE SPRINKLER SYSTEM LF 660 $10.00 6,600.00$ 2105.504 GEOTEXTILE FABRIC TYPE 5 SY 15930 $2.00 31,860.00$ 2105.507 COMMON EXCAVATION CY 18437 $15.00 276,555.00$ 2105.507 SUBGRADE EXCAVATION CY 641 $20.00 12,820.00$ 2105.507 SELECT GRANULAR BORROW CY 8763 $15.00 131,445.00$ 2105.507 STABILIZING AGGREGATE CY 650 $25.00 16,250.00$ 2123.510 COMMON LABORERS HOUR 40 $80.00 3,200.00$ 2123.510 DOZER HOUR 10 $160.00 1,600.00$ 2123.510 3.0 CU YD FRONT END LOADER HOUR 10 $165.00 1,650.00$ 2123.610 CRAW LER MOUNTED BACKHOE HOUR 10 $220.00 2,200.00$ 2123.610 STREET SW EEPER (W ITH PICKUP BROOM)HOUR 60 $170.00 10,200.00$ 2211.509 AGGREGATE BASE CLASS 5 (100% CRUSHED LIMESTONE)TON 7244 $20.00 144,880.00$ 2301.602 REINFORCEMENT BARS (EPOXY COATED)EA 220 $12.00 2,640.00$ 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1280 $3.00 3,840.00$ 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TON 3170 $78.00 247,260.00$ 2360.509 TYPE SP 12.5 NON W EARING COURSE MIXTURE (3,C)TON 1590 $73.00 116,070.00$ 2360.618 3" BITUMINOUS DRIVEW AY PAVEMENT SY 370 $30.00 11,100.00$ 2411.607 CONCRETE STEPS CY 7 $1,250.00 8,750.00$ ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT Preliminary Feasibility Estimate 3/22/2021 2 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 3 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 2506.502 ADJUST FRAME & RING CASTING EA 5 $600.00 3,000.00$ 2506.602 CASTING ASSEMBLY SPECIAL EA 10 $250.00 2,500.00$ 2521.518 4" CONCRETE W ALK SF 41540 $6.50 270,010.00$ 2521.518 6" CONCRETE W ALK SF 2460 $9.00 22,140.00$ 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LF 6640 $16.00 106,240.00$ 2531.504 6" CONCRETE DRIVEW AY PAVEMENT SY 760 $72.00 54,720.00$ 2531.504 8" CONCRETE DRIVEW AY PAVEMENT SY 660 $100.00 66,000.00$ 2531.603 CONCRETE CURB DESIGN V LF 76 $55.00 4,180.00$ 2531.618 TRUNCATED DOMES SF 490 $57.00 27,930.00$ 2540.602 INSTALL MAILBOX SUPPORT EA 23 $150.00 3,450.00$ 2563.601 TRAFFIC CONTROL LS 1.00 $35,000.00 35,000.00$ 2564.502 INSTALL SIGN EA 1 $200.00 200.00$ 2564.518 SIGN PANELS TYPE C SF 290 $60.00 17,400.00$ 2564.602 SIGN PANELS TYPE SPECIAL EA 7 $250.00 1,750.00$ 2565.616 PEDESTRIAN CROSSW ALK FLASHER SYSTEM SYSTEM 1 $30,000.00 30,000.00$ 2573.501 STABILIZED CONSTRUCTION EXIT LS 1.00 $13,500.00 13,500.00$ 2573.502 STORM DRAIN INLET PROTECTION EA 38 $225.00 8,550.00$ 2574.507 COMMON TOPSOIL BORROW CY 720 $35.00 25,200.00$ 2575.504 SODDING TYPE LAW N SY 5140 $7.50 38,550.00$ 2582.503 4" SOLID LINE MULTI-COMPONENT LF 6230 $1.00 6,230.00$ 2582.503 24" SOLID LINE MULTI-COMPONENT LF 180 $8.00 1,440.00$ 2582.503 4" BROKEN LINE MULTI-COMPONENT (YELLOW )LF 2280 $0.75 1,710.00$ 2582.518 PAVEMENT MESSAGE MULTI-COMPONENT SF 30 $14.00 420.00$ 2582.518 CROSSW ALK MULTI-COMPONENT SF 850 $6.00 5,100.00$ SCHEDULE "A" - STREETS SUBTOTAL 2,053,050.00$ 3% ESTIMATED UNIT PRICE INFLATION 61,590.00$ SCHEDULE "A" - STREETS SUBTOTAL 2,114,640.00$ 10% CONTINGENCY 211,460.00$ SCHEDULE "A" - STREETS TOTAL 2,326,100.00$ 25% OVERHEAD 581,530.00$ SCHEDULE "A" - STREETS GRAND TOTAL 2,907,630.00$ Preliminary Feasibility Estimate 3/22/2021 3 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 3 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "B" - SANITARY SEWER 2021.501 MOBILIZATION LS 0.11 $225,000.00 24,750.00$ 2104.502 REMOVE MANHOLE EA 14 $425.00 5,950.00$ 2104.503 REMOVE SEWER PIPE (SANITARY)LF 2860 $6.00 17,160.00$ 2451.607 AGGREGATE FOUNDATION CY 94 $35.00 3,290.00$ 2503.602 CONNECT TO EXISTING SANITARY SEWER EA 6 $1,250.00 7,500.00$ 2503.602 CONNECT TO EXISTING MANHOLES (SAN)EA 0 $1,500.00 -$ 2503.602 8"X6" PVC WYE (SDR 26)EA 43 $350.00 15,050.00$ 2503.602 SANITARY SEWER CLEANOUT EA 43 $450.00 19,350.00$ 2503.602 SANITARY LOCATE BOX EA 43 $200.00 8,600.00$ 2503.603 6" PVC PIPE SEWER (SDR 26)LF 1530 $47.00 71,910.00$ 2503.603 8" PVC PIPE SEWER (SDR 35)LF 2691 $40.00 107,640.00$ 2503.603 LINING SEWER PIPE 8"LF 664 $60.00 39,840.00$ 2503.603 LINING SEWER PIPE 10"LF 480 $80.00 38,400.00$ 2506.502 CASTING ASSEMBLY (SANITARY)EA 13 $1,000.00 13,000.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (SANITARY)LF 163 $450.00 73,350.00$ SCHEDULE "B" - SANITARY SEWER SUBTOTAL 445,790.00$ 3% ESTIMATED UNIT PRICE INFLATION 13,370.00$ SCHEDULE "B" - SANITARY SEWER SUBTOTAL 459,160.00$ 10% CONTINGENCY 45,920.00$ SCHEDULE "B" - SANITARY SEWER TOTAL 505,080.00$ 25% OVERHEAD 126,270.00$ SCHEDULE "B" - SANITARY SEWER GRAND TOTAL 631,350.00$ ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY Preliminary Feasibility Estimate 3/22/2021 4 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 3 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "C" - WATERMAIN 2021.501 MOBILIZATION LS 0.12 $225,000.00 27,000.00$ 2104.502 REMOVE HYDRANT EA 9 $500.00 4,500.00$ 2104.503 REMOVE WATERMAIN LF 3400 $7.00 23,800.00$ 2451.607 AGGREGATE FOUNDATION CY 76 $35.00 2,660.00$ 2504.601 TEMPORARY WATER SERVICE LS 1 $15,000.00 15,000.00$ 2504.602 RECONNECT WATER SERVICE EA 49 $450.00 22,050.00$ 2504.602 CONNECT TO EXISTING WATERMAIN EA 7 $1,500.00 10,500.00$ 2504.602 HYDRANT EA 9 $4,500.00 40,500.00$ 2504.602 1" CORPORATION STOP EA 42 $350.00 14,700.00$ 2504.602 2" CORPORATION STOP EA 7 $750.00 5,250.00$ 2504.602 6" GATE VALVE & BOX EA 15 $1,750.00 26,250.00$ 2504.602 8" GATE VALVE & BOX EA 14 $2,250.00 31,500.00$ 2504.602 1" CURB STOP & BOX EA 42 $500.00 21,000.00$ 2504.602 2" CURB STOP & BOX EA 7 $750.00 5,250.00$ 2504.602 WATER LOCATE BOX EA 49 $200.00 9,800.00$ 2504.603 1" TYPE PE PIPE LF 1570 $25.00 39,250.00$ 2504.603 2" TYPE PE PIPE LF 219 $50.00 10,950.00$ 2504.603 6" PVC WATERMAIN LF 354 $40.00 14,160.00$ 2504.603 8" PVC WATERMAIN LF 3070 $44.00 135,080.00$ 2504.604 4" INSULATION SY 72 $45.00 3,240.00$ 2504.608 DUCTILE IRON FITTINGS LB 1790 $8.00 14,320.00$ SCHEDULE "C" - WATERMAIN SUBTOTAL 476,760.00$ 3% ESTIMATED UNIT PRICE INFLATION 14,300.00$ SCHEDULE "C" - WATERMAIN SUBTOTAL 491,060.00$ 10% CONTINGENCY 49,110.00$ SCHEDULE "C" - WATERMAIN TOTAL 540,170.00$ 25% OVERHEAD 135,040.00$ SCHEDULE "C" - WATERMAIN GRAND TOTAL 675,210.00$ ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE Preliminary Feasibility Estimate 3/22/2021 5 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 3 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "D" - STORM SEWER 2021.501 MOBILIZATION LS 0.11 $225,000.00 24,750.00$ 2104.502 REMOVE DRAINAGE STRUCTURE EA 23 $400.00 9,200.00$ 2104.503 REMOVE SEWER PIPE (STORM)LF 1390 $12.00 16,680.00$ 2502.503 4" PERF TP PIPE DRAIN LF 6078 $10.00 60,780.00$ 2502.602 4" PVC PIPE DRAIN CLEANOUT EA 22 $400.00 8,800.00$ 2503.503 15" RC PIPE SEWER CLASS V LF 1642 $70.00 114,940.00$ 2503.503 18" RC PIPE SEWER CLASS III LF 32 $75.00 2,400.00$ 2503.503 27" RC PIPE SEWER CLASS III LF 569 $100.00 56,900.00$ 2503.602 CONNECT TO EXISTING STORM SEWER EA 7 $1,000.00 7,000.00$ 2503.602 CONNECT TO EXISTING MANHOLES EA 4 $1,250.00 5,000.00$ 2506.502 CASTING ASSEMBLY (STORM)EA 31 $950.00 29,450.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN H LF 3 $350.00 1,050.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X3' CB)LF 77 $500.00 38,500.00$ 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LF 42 $600.00 25,200.00$ 2506.603 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 LF 56 $625.00 35,000.00$ SCHEDULE "D" - STORM SEWER SUBTOTAL 435,650.00$ 3% ESTIMATED UNIT PRICE INFLATION 13,070.00$ SCHEDULE "D" - STORM SEWER SUBTOTAL 448,720.00$ 10% CONTINGENCY 44,870.00$ SCHEDULE "D" - STORM SEWER TOTAL 493,590.00$ 25% OVERHEAD 123,400.00$ SCHEDULE "D" - STORM SEWER GRAND TOTAL 616,990.00$ SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE Preliminary Feasibility Estimate 3/22/2021 6 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 3 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "E" - LIGHTING 2021.501 MOBILIZATION LS 0.07 $225,000.00 15,750.00$ 2104.502 REMOVE LIGHTING SYSTEM EA 1 $50,000.00 50,000.00$ 2545.501 LIGHTING SYSTEM "A"LS 1 $200,000.00 200,000.00$ SCHEDULE "E" - LIGHTING SUBTOTAL 265,750.00$ 3% ESTIMATED UNIT PRICE INFLATION 7,970.00$ SCHEDULE "E" - LIGHTING SUBTOTAL 273,720.00$ 10% CONTINGENCY 27,370.00$ SCHEDULE "E" - LIGHTING TOTAL 301,090.00$ 25% OVERHEAD 75,270.00$ SCHEDULE "E" - LIGHTING GRAND TOTAL 376,360.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE 2021.501 MOBILIZATION LS 0.05 $225,000.00 11,250.00$ 0.000 LANDSCAPE ARCHITECTURE ALLOWANCE ALLOW 1 $200,000.00 200,000.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE SUBTOTAL 211,250.00$ 3% ESTIMATED UNIT PRICE INFLATION 6,340.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE SUBTOTAL 217,590.00$ 10% CONTINGENCY 21,760.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE TOTAL 239,350.00$ 25% OVERHEAD 59,840.00$ SCHEDULE "F" - LANDSCAPE ARCHITECTURE GRAND TOTAL 299,190.00$ SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE Preliminary Feasibility Estimate 3/22/2021 7 of 8 City of Prior Lake, MN PRELIMINARY ENGINEER'S ESTIMATE - OPTION 3 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE, MINNESOTA BMI PROJECT NO. T18.120665 SCHEDULE "G" - STORMWATER QUALITY 2021.501 MOBILIZATION LS 0.05 $225,000.00 11,250.00$ 0.000 STORMWATER CHAMBERS (CHAMBER, FABRIC, & BACKFILL)CF 7860 $7.00 55,020.00$ 2105.507 COMMON EXCAVATION CY 1014 $25.00 25,350.00$ 2105.507 CHANNEL AND POND EXCAVATION CY 1124 $25.00 28,100.00$ 2501.502 15" RC PIPE APRON EA 1 $1,200.00 1,200.00$ 2501.602 OUTLET STRUCTURE EA 1 $1,500.00 1,500.00$ 0.000 6" PERFORATED HDPE DRAIN TILE, 6" GATE VALVE, MANHOLE (FILTRATION)LS 1 $15,000.00 15,000.00$ 2503.602 CONNECT TO EXISTING MANHOLES EA 1 $1,500.00 1,500.00$ 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (48" DIA. CONTROL STRUCTURE WITH WEIR WALL)EA 1 $15,000.00 15,000.00$ 0.000 1"-2" CLEAR STONE CY 310 $45.00 13,950.00$ 2574.507 COMMON TOPSOIL BORROW CY 50 $35.00 1,750.00$ 2575.607 INFILTRATION MEDIA CY 326 $45.00 14,670.00$ 2575.607 3" MULCH LAYER CY 42 $35.00 1,470.00$ SCHEDULE "G" - STORMWATER QUALITY SUBTOTAL 185,760.00$ 3% ESTIMATED UNIT PRICE INFLATION 5,570.00$ SCHEDULE "G" - STORMWATER QUALITY SUBTOTAL 191,330.00$ 10% CONTINGENCY 19,130.00$ SCHEDULE "G" - STORMWATER QUALITY TOTAL 210,460.00$ 25% OVERHEAD 52,620.00$ SCHEDULE "G" - STORMWATER QUALITY GRAND TOTAL 263,080.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY 0.000 OVERHEAD UTILITY BURIAL LS 1 $300,000.00 300,000.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY SUBTOTAL 300,000.00$ 3% ESTIMATED UNIT PRICE INFLATION 9,000.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY SUBTOTAL 309,000.00$ 10% CONTINGENCY 30,900.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY TOTAL 339,900.00$ 25% OVERHEAD 84,980.00$ SCHEDULE "H" - BURIAL OF OVERHEAD LINES BY XCEL ENERGY GRAND TOTAL 424,880.00$ ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE SPEC. REF DESCRIPTION UNIT SPEC. REF DESCRIPTION UNIT ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE Preliminary Feasibility Estimate 3/22/2021 8 of 8 City of Prior Lake, MN Appendix C: Preliminary Assessment Roll U PPP1632 3 M A I N A V E S E 1630 9 M A I N A V E S E LE M A N A G E M E N T P R O P E R T I E S CAS E Y J O H N R & VIKIN G L I Q U O R B A R R E L 1628 1 M A I N A V E S ESCOTT RICETELEPHONE COCAPR A B R U C E A & M A R G A R E T L GIWOJ N A F A M I L Y T R U S T & C/O B E N J A M I N G I W O J N A SCHUL B E R G E N T E R P R I S E S L L CPRIOR LAKE CITYOF & CITY MANAGERPRIOR LAKE CITYOF & CITY MANAGERJOHNSON PAULFELDMAN JOSEPH ACARLSON SUSAN QPANNKUK COREY A4500 COLORADO ST SEPRIOR LAKE,CITY OF & CITY MANAGER PRIOR LAKE CITY OF & CITY MANAGER VETERANS OF FOREIGN WARS & VFW POST 6208 COURSOLLE JUDY KHEANEY PATRICK J & JILLVOSSEN STEVEN M & BARBARA JWOLFRAM RONALD M & SUSAN OWAHL JENNIFER BRYAN MICHAEL JWILLSCH CHRISTOPHERMINER KARL DHAWKINSON ERIC PRAHM RONALD M & PATRICIAHEBER GREGCHURCH OF ST MICHAEL PRIOR L A K E B S Q U A R E D VENT U R E S L L C PRIOR LAKE CITY OF & CITY MANAGER BPS HOLDINGS LLCLORENZ CHELSEA CJOHNSON PETER CPRIOR LAKE CITYBREAK JEFFREY MSCHNEIDER CHRISTOPHER C & AMYJOHNSON DANIEL MSEURER LEANDER L & JANICE MCAPRA CLAYTON C & BRIANA TYOUNG JUDITH A DEKAISER DIANA L FURBER PROPERTIES LLCSTEVENS JOHNRAWAY STEPHEN HMULLENMEISTER ANDREA NBECKER DAVID CHOESE LEE MWOLFRAM RONALD M & SUSAN OLOVERUD SANDRA SDIERS JOHN WBENSON CHRISTOPHER B & DAWN MMARK BALLARD PROPERTIES LLCBALLARD MARK & LORIANDERSON BROOKE4517 PLEASANT ST SEGOEBEL STEVEN AHAELAN HOUSE LLCSPAULDING TABATHA CLAIBORNE STEVEN A GROSS LOREN 16299 M A I N A V E S E VETE R A N S O F F O R E I G N WARS & V F W P O S T 6 2 0 8 LE M A N A G E M E N T P R O P E R T I E S LE M A N A G E M E N T P R O P E R T I E S IMH O L T E P R O P E R T I E S L L C CAS E Y J O H N R & D I A N E M PRIO R L A K E C I T Y OF & C I T Y M A N A G E RSCOTT RICETELEPHONE COSCOTT RICETELEPHONE COSCOT T R I C E TELEP H O N E C OSCOTT RICETELEPHONE COSCOTT RICETELEPHONE COPRIOR LAKE CITYOF & CITY MANAGERVETERANS OF FOREIGN WARS & VFW POST 6208 VETERANS OF FOREIGN WARS & VFW POST 6208 PRIOR LAKE CITY OF & CITY MANAGERO'BRIEN DAVID M & JULIE A PRIOR LAKE CITY OF & CITY MANAGER MARK BALLARD PROPERTIES LLC MARK BALLARD PROPERTIES LLC LANGHORST RANDY W & C/O DELORES LANGHORSTPRIOR RENOVATIONS LLC4690 COLORADOST SE16298 M A I N A V E S E 16345 DULUTH AVE SE16361 DULUTH AVE SE 16377 DULUTH AVE SE 16300 DULUTH AVE SE4505 COLORADO ST SE 4516 COLORADO ST SE4527 COLORADO ST SE4528 COLORADO ST SE4540 COLORADO ST SE4556 COLORADO ST SE4570 COLORADO ST SE4590 COLORADO ST SE4616 C O L O R A D O S T S E 4636 C O L O R A D O S T S E 4646 C O L O R A D O S T S E 4671 C O L O R A D O S T S E 4635 COLORADO ST SE 4617 COLORADO ST SE4607 COLORADO ST SE4589 COLORADO ST SE4577 COLORADO ST SE4567 COLORADO ST SE4557 COLORADO ST SE4547 COLORADO ST SE4537 COLORADO ST SE16306 MAIN AVE SE 16318 MAIN AVE SE 16328 MAIN AVE SE 16311 DULUTH AVE SE 4507 PLEASANT ST SEO'BRIEN DAVID M & JULIE A4527 PLEASANT ST SE4545 PLEASANT ST SE4565 PLEASANT ST SE4585 PLEASANT ST SE4601 PLEASANT ST SE4611 PLEASANT ST SE4621 PLEASANT ST SE4641 PLEASANT ST SE4655 PLEASANT ST SE4667 PLEASANT ST SE4679 PLEASANT ST SE4693 PLEASANT ST SE4717 PLEASANT ST SE16511 DULUTH AVE SE4542 PLEASANT ST SE4550 PLEASANT ST SE4560 PLEASANT ST SE4570 PLEASANT ST SE4580 PLEASANT ST SE4594 PLEASANT ST SE4604 PLEASANT ST SE4612 PLEASANT ST SE4628 PLEASANT ST SE4642 PLEASANT ST SE4656 PLEASANT ST SE4770 P L E A S A N T S T S E 1629 0 H I G H W A Y 1 3 S CARL S O N B E R N A R D J & E T H E L J EXTR A I N N I N G S I N C JOH N S O N R O B E R T W & C A R O L PLAT E O N M A I N L L CPARCEL 1PARCEL 2PARCEL 3PARCEL 4PARCEL 5PARCEL 6PARCEL 7PARC E L 8 PARC E L 9 PARC E L 1 0 PARCEL 11PARCEL 12PARC E L 1 3 PARCEL 14PARCEL 15PARCEL 16PARCEL 17 PARCEL 18PARCEL 19PARCEL 20PARCEL 21PARCEL 22PARCEL 23PARCEL 24PARCEL 25PARCEL 26PARCEL 27 PARC E L 2 8 PARC E L 2 9 PARCEL 30 PARCEL 31PARCEL 32PARCEL 33PARCEL 34PARCEL 35PARCEL 36PARCEL 37PARCEL 38PARCEL 39PARCEL 40PARCEL 41PARCEL 42 PARCEL 43PARCEL 44 PARCEL 45 PARCEL 46 PARCEL 47 PARCEL 48PARCEL 49PARCEL 50PARCEL 51PARCEL 52PARCEL 53PARCEL 54PARCEL 55PARCEL 56PARCEL 57PARCEL 58PARCEL 59PARCEL 60PARCEL 61PARCEL 62PARCEL 63 PARCEL 64 PAR C E L 6 5 PAR C E L 6 6 PAR C E L 6 7 PAR C E L 6 8 PAR C E L 6 9 PAR C E L 7 0 PAR C E L 7 1 PAR C E L 7 2 PAR C E L 7 3 PAR C E L 7 4 H:\PLAK\T18120665\CAD\C3D\FIGR-120665-ASSESSABLE PARCELS MAP.dwg 3/8/2021 2:47:20 PMR Downtown South Reconstruction City of Prior Lake Figure 13: Assessable Parcels Map February 2021 R FEETSCALE 0 50 100 HORZ.TH 13PLEASANT ST COLORADO ST ARCADIA AVEMAIN AVEEAGLE C R E E K A V E ( C R 2 1 )DULUTH AVELEGEND STREET PROJECT ASSESSABLE RESIDENTIAL PARCELS ASSESSABLE COMMERCIAL PARCELS PRELIMINARY ASSESSMENT ROLLDOWNTOWN SOUTH RECONSTRUCTIONCITY OF PRIOR LAKE, MINNESOTABMI PROJECT NO. T18.120665DATE: FEBRUARY, 2021Parcel #Parcel Parcel Area Parcel Assessmenton Map Parcel ID OwnerSite Address Owner Address City/State/Zip Classification Acres Amount Notes1 250011270 PRIOR RENOVATIONS LLC4500 COLORADO ST SE 4625 208 ST E PRIOR LAKE, MN 55372 RESIDENTIAL 0.346 6,000.00$ 2 250011260 PANNKUK COREY A4516 COLORADO ST SE 8600 CHESTER AVE NORTHFIELD, MN 55057 RESIDENTIAL 0.346 6,000.00$ 3 250011250 CARLSON SUSAN Q4528 COLORADO ST SE 4528 COLORADO ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.337 6,000.00$ 4 250011240 FELDMAN JOSEPH A4540 COLORADO ST SE 19120 OAK GROVE AVE PRIOR LAKE, MN 55372 RESIDENTIAL 0.225 6,000.00$ 5 250011230 JOHNSON PAUL4556 COLORADO ST SE 4556 COLORADO ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.279 6,000.00$ 6 250011220 PRIOR LAKE CITY OF & CITY MANAGER 4570 COLORADO ST SE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.245 6,000.00$ 7 250011040 PRIOR LAKE CITY OF & CITY MANAGER 4590 COLORADO ST SE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.155 13,503.60$ 8 250011030 SCHULBERG ENTERPRISES LLC 4616 COLORADO ST SE 7138 154 ST W PRIOR LAKE, MN 55372 COMMERCIAL 0.19316,814.16$ 9 250011020 GIWOJNA FAMILY TRUST & C/O BENJAMIN GIWOJNA 4636 COLORADO ST SE 2626 SW 46TH TER CAPE CORAL, FL 33914 COMMERCIAL 0.139 12,109.68$ 10 250011011 CAPRA BRUCE A & MARGARET L 4646 COLORADO ST SE 14528 HOLLOW PARK CT BURNSVILLE, MN 55306 COMMERCIAL 0.198 17,249.76$ 11 250011010 SCOTT RICE TELEPHONE CO4690 COLORADO ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.062 5,401.44$ 12 250011000 SCOTT RICE TELEPHONE CO4690 COLORADO ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.059 5,140.08$ 13 250010990 SCOTT RICE TELEPHONE CO4690 COLORADO ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.117 10,193.04$ 14 250010980 SCOTT RICE TELEPHONE CO4690 COLORADO ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.053 4,617.36$ 15 250010970 SCOTT RICE TELEPHONE CO4690 COLORADO ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.056 4,878.72$ 16 250010960 SCOTT RICE TELEPHONE CO4690 COLORADO ST SE 4690 COLORADO ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.051 4,443.12$ 17 250011210 KAISER DIANA L4505 COLORADO ST SE 4505 COLORADO ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.124 6,000.00$ 18 250011190 CAPRA CLAYTON C & BRIANA T 4527 COLORADO ST SE 4527 COLORADO ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.175 6,000.00$ 19 250011180 SEURER LEANDER L & JANICE M 4537 COLORADO ST SE PO BOX 15 PRIOR LAKE, MN 55372 RESIDENTIAL 0.1756,000.00$ 20 250011170 JOHNSON DANIEL M4547 COLORADO ST SE 4547 COLORADO ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.176 6,000.00$ 21 250011160 SCHNEIDER CHRISTOPHER C & AMY 4557 COLORADO ST SE 4557 COLORADO ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.177 6,000.00$ 22 250011150 BREAK JEFFREY M4567 COLORADO ST SE 4567 COLORADO ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.235 6,000.00$ 23 250011140 PRIOR LAKE CITY4577 COLORADO ST SE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.178 6,000.00$ 24 250011130 JOHNSON PETER C4589 COLORADO ST SE 4589 COLORADO ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.323 6,000.00$ 25 250011120 LORENZ CHELSEA C4607 COLORADO ST SE 4607 COLORADO ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.180 6,000.00$ 26 250011110 BPS HOLDINGS LLC4617 COLORADO ST SE 16180 HASTINGS AVE S SUITE 201 PRIOR LAKE, MN 55372 COMMERCIAL 0.218 18,992.16$ 27 250011100 PRIOR LAKE CITY OF & CITY MANAGER 4635 COLORADO ST SE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.757 65,949.84$ Development28 258010390 VETERANS OF FOREIGN WARS & VFW POST 62084671 COLORADO ST SE PO BOX 116 PRIOR LAKE, MN 55372 COMMERCIAL 0.376 32,757.12$ Development29 250011080 PRIOR LAKE B SQUARED VENTURES LLC 16298 MAIN AVE SE 750 2ND ST NE SUITE 100 HOPKINS, MN 55343 COMMERCIAL 0.222 19,340.64$ Development30 259020740 CHURCH OF ST MICHAEL16311 DULUTH AVE SE 16311 DULUTH AVE SE PRIOR LAKE, MN 55372 COMMERCIAL 0.655 57,063.60$ 31 250020220 HEBER GREG4542 PLEASANT ST SE 4542 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.189 6,000.00$ PRELIMINARY ASSESSMENT ROLLDOWNTOWN SOUTH RECONSTRUCTIONCITY OF PRIOR LAKE, MINNESOTABMI PROJECT NO. T18.120665DATE: FEBRUARY, 2021Parcel #Parcel Parcel Area Parcel Assessmenton Map Parcel ID OwnerSite Address Owner Address City/State/Zip Classification Acres Amount Notes32 250020210 RAHM RONALD M & PATRICIA 4550 PLEASANT ST SE 4550 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.155 6,000.00$ 33 250020200 HAWKINSON ERIC P4560 PLEASANT ST SE 5469 MANOR RD SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.172 6,000.00$ 34 250020190 MINER KARL D4570 PLEASANT ST SE 8413 208TH CT W LAKEVILLE, MN 55044 RESIDENTIAL 0.172 6,000.00$ 35 250020180 WILLSCH CHRISTOPHER4580 PLEASANT ST SE 2576 213 ST E PRIOR LAKE, MN 55372 RESIDENTIAL 0.172 6,000.00$ 36 250020170 RYAN MICHAEL J4594 PLEASANT ST SE 4594 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.344 6,000.00$ 37 250020160 WAHL JENNIFER B4604 PLEASANT ST SE 4604 PLEASANT AVE SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.172 6,000.00$ 38 250020150 WOLFRAM RONALD M & SUSAN O 4612 PLEASANT ST SE 4612 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.172 6,000.00$ 39 250020140 VOSSEN STEVEN M & BARBARA J 4628 PLEASANT ST SE 4628 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.344 6,000.00$ 40 250020130 HEANEY PATRICK J & JILL4642 PLEASANT ST SE 4642 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.207 6,000.00$ 41 250020120 COURSOLLE JUDY K4656 PLEASANT ST SE 2100 WACIPI DR NW PRIOR LAKE, MN 55372 COMMERCIAL 0.207 18,033.84$ Development42/45 250020090 VETERANS OF FOREIGN WARS & VFW POST 6208PO BOX 116 PRIOR LAKE, MN 55372 COMMERCIAL 0.392 34,151.04$ Development43 250020100 PRIOR LAKE CITY OF & CITY MANAGER4646 DAKOTA ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.048 4,181.76$ Development44 250020091 VETERANS OF FOREIGN WARS & VFW POST 620816306 MAIN AVE SE PO BOX 116 PRIOR LAKE, MN 55372 COMMERCIAL 0.132 11,499.84$ Development46 250020080 PRIOR LAKE CITY OF & CITY MANAGER 16318 MAIN AVE SE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.070 6,098.40$ Development47 250020060 PRIOR LAKE,CITY OF & CITY MANAGER 16328 MAIN AVE SE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.109 9,496.08$ Development48 250020360 GOEBEL STEVEN A4507 PLEASANT ST SE 4507 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.172 6,000.00$ 49 250020350 O'BRIEN DAVID M & JULIE A4517 PLEASANT ST SE 2163 KELLY CIR SHAKOPEE, MN 55379RESIDENTIAL 0.172 6,000.00$ 50 250020340 BREKHUS IAN JAMES4527 PLEASANT ST SE 4527 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.172 6,000.00$ 51 250020330 BALLARD MARK & LORI4545 PLEASANT ST SE 104 1ST ST W STE A JORDAN, MN 55352 RESIDENTIAL 0.344 6,000.00$ 52 250020320 MARK BALLARD PROPERTIES LLC 4565 PLEASANT ST SE 104 1ST ST W STE A JORDAN, MN 55352 COMMERCIAL 0.293 25,526.16$ 53 258010140 BENSON CHRISTOPHER B & DAWN M 4585 PLEASANT ST SE 4585 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.528 6,000.00$ 54 250020300 DIERS JOHN W4601 PLEASANT ST SE 4601 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.258 6,000.00$ 55 250020290 LOVERUD SANDRA S4611 PLEASANT ST SE 4611 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.258 6,000.00$ 56 250020280 WOLFRAM RONALD M & SUSAN O 4621 PLEASANT ST SE 4612 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.258 6,000.00$ 57 250020271 HOESE LEE M4641 PLEASANT ST SE 4641 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.215 6,000.00$ 58 250020270 BECKER DAVID C4655 PLEASANT ST SE 4655 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.215 6,000.00$ 59 250020260 MULLENMEISTER ANDREA N4667 PLEASANT ST SE 4667 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.241 6,000.00$ 60 250020250 RAWAY STEPHEN H4679 PLEASANT ST SE 99 NEVER BLUE RD FLAT ROCK, NC 28731 RESIDENTIAL 0.249 6,000.00$ 61 250020240 STEVENS JOHN4693 PLEASANT ST SE 4693 PLEASANT ST SE PRIOR LAKE, MN 55372 RESIDENTIAL 0.138 6,000.00$ 62 250020230 FURBER PROPERTIES LLC4717 PLEASANT ST SE 16602 BRENTWOOD PASS NW SHAKOPEE, MN 55379 COMMERCIAL 0.344 29,969.28$ 63 259020720 PRIOR LAKE CITY OF & CITY MANAGER4646 DAKOTA ST SE PRIOR LAKE, MN 55372 COMMERCIAL 0.252 -$ Not Buildable PRELIMINARY ASSESSMENT ROLLDOWNTOWN SOUTH RECONSTRUCTIONCITY OF PRIOR LAKE, MINNESOTABMI PROJECT NO. T18.120665DATE: FEBRUARY, 2021Parcel #Parcel Parcel Area Parcel Assessmenton Map Parcel ID OwnerSite Address Owner Address City/State/Zip Classification Acres Amount Notes64 259020730 LANGHORST RANDY W & C/O DELORES LANGHORST6433 BROOK LN SAVAGE, MN 55378 COMMERCIAL 1.143 -$ Not Buildable65 250020030 PLATE ON MAIN LLC16323 MAIN AVE SE 350 W BURNSVILLE PKWY STE 150 BURNSVILLE, MN 55337 COMMERCIAL 0.172 14,984.64$ 66 250020020 JOHNSON ROBERT W & CAROL 16309 MAIN AVE SE 5024 44 AVE S MINNEAPOLIS, MN 55417 COMMERCIAL 0.141 12,283.92$ 67 258010400 EXTRA INNINGS INC16299 MAIN AVE SE 6665 CASEY PKWY PRIOR LAKE, MN 55372 COMMERCIAL 0.075 6,534.00$ 68 250011061 IMHOLTE PROPERTIES LLC2280 185TH ST E JORDAN, MN 55352 COMMERCIAL 0.003 261.36$ 69 253690010 CARLSON BERNARD J & ETHEL J 16281 MAIN AVE SE 65 PINAR DEL RIO AVE BROWNSVILLE, TX 78526 COMMERCIAL 0.347 30,230.64$ 70 251470021 CASEY JOHN R & VIKING LIQUOR BARREL 16290 HIGHWAY 13 S 14259 SHORE CREST DR NW PRIOR LAKE, MN 55372 COMMERCIAL 0.186 16,204.32$ Access via Private Street71 251470010 CASEY JOHN R & DIANE M14259 SHORE CREST DR NW PRIOR LAKE, MN 55372 COMMERCIAL 0.162 14,113.44$ Access via Private Street72 251470032 LE MANAGEMENT PROPERTIES22405 WAGON WHEEL TRL LAKEVILLE, MN 55044 COMMERCIAL 0.108 9,408.96$ Access via Private Street73 251470031 LE MANAGEMENT PROPERTIES 4770 PLEASANT ST SE 22405 WAGON WHEEL TRL LAKEVILLE, MN 55044 COMMERCIAL 0.383 33,366.96$ Access via Private Street74 251470030 LE MANAGEMENT PROPERTIES22405 WAGON WHEEL TRL LAKEVILLE, MN 55044 COMMERCIAL 0.357 31,101.84$ TABLE OF CONTENTS Category Page Number Certification............................................................................................... 1 Qualifications............................................................................................. 2-3 Property Rights Reviewed......................................................................... 4 Date of Inspection...................................................................................... 4 The Project................................................................................................. 4 Site Description and Photo........................................................................ 5-7 Estimated Assessments, Effective Date, Project Area............................................................................................................ 8 Photos......................................................................................................... 9-13 Background Information and Effects of the Project................................. 14 Single Family Homes ................................................................................ 15-16 Comparable Sales…………....................................................................... 17-25 Scott County Property Information................................................................................................. 26-64 Conclusion: Single Family Homes......................................................................................................... 65 Commercial Properties…………………………………………………… 66 Scott County Property Information………………………………………. 67-149 Conclusion: Commercial Properties……………………………………… 150 QUALIFICATION OF LAURANCE M. DANICH 412 Southview Boulevard, South St. Paul, MN 55075 (651) 455-2214 • Licensed with the State of Minnesota • Registered Appraiser Number 4000869 EDUCATION: • AA Degree from Mankato State University • Completed courses and received designation from Realtor Graduate Institute • Over 200 hours of continuing education EXPERENCE: • Licensed and actively engaged in all facets of real estate since 1973, sales, property management and appraising various types of properties in St. Paul and adjacent counties in Minnesota. • Instructor in Real Estate Financing for South St. Paul Adult Education • Qualified as an expert witness on real estate values in District Court of Dakota County MEMBERSHIPS: • National Association of Real Estate Appraisers, # 28404 • Dakota County and Minnesota Board of Realtors • Charter Commission: City of South St. Paul • Certified Real Estate Appraiser, CREA Member 2 APPRAISAL ASSIGNMENTS LENDING INSTITUTIONS Southview Bank Dakota County State Bank The Phalen Bank Thorpe Loan and Finance Meridian Bank Lenders Service, Inc. CORPORATIONS Twin City Barge, Inc. Joe Miller Homes Schanno Transportation St. Paul Companies Northern Furniture Companies Angel Industries Berryland Farms LAW FIRMS Grannis, Grannis Farrell & Knutson Thuet Lynch & Pugh Briguet & Associates Murane, Conlin White & Brandt Severson, Sheldon, Dougherty & Molenda, P.A. Rosene and Haugrud CITIES Inver Grove Heights South St. Paul Eagan West St. Paul Apple Valley Savage 3 PROPERTY RIGHTS REVIEWED The real estate interest reviewed is that of fee simple. DATE OF INSPECTION The area was inspected on April 4th, 2020 and subsequent times after. THE PROJECT The project will consist of full street reconstruction and utilities (water, sanitary sewer, and storm sewer) in the City’s downtown area. The streets included are Pleasant Street S.E., Colorado Street S.E., and Main Avenue S.E.. 4 SITE DESCRIPTION AND PHOTO 5 U PPP1632 3 M A I N A V E S E 1630 9 M A I N A V E S E LE M A N A G E M E N T P R O P E R T I E S CAS E Y J O H N R & VIKIN G L I Q U O R B A R R E L 1628 1 M A I N A V E S ESCOTT RICETELEPHONE COCAPR A B R U C E A & M A R G A R E T L GIWOJ N A F A M I L Y T R U S T & C/O B E N J A M I N G I W O J N A SCHUL B E R G E N T E R P R I S E S L L CPRIOR LAKE CITYOF & CITY MANAGERPRIOR LAKE CITYOF & CITY MANAGERJOHNSON PAULFELDMAN JOSEPH ACARLSON SUSAN QPANNKUK COREY A4500 COLORADO ST SEPRIOR LAKE,CITY OF & CITY MANAGER PRIOR LAKE CITY OF & CITY MANAGER VETERANS OF FOREIGN WARS & VFW POST 6208 COURSOLLE JUDY KHEANEY PATRICK J & JILLVOSSEN STEVEN M & BARBARA JWOLFRAM RONALD M & SUSAN OWAHL JENNIFER BRYAN MICHAEL JWILLSCH CHRISTOPHERMINER KARL DHAWKINSON ERIC PRAHM RONALD M & PATRICIAHEBER GREGCHURCH OF ST MICHAEL PRIOR L A K E B S Q U A R E D VENT U R E S L L C PRIOR LAKE CITY OF & CITY MANAGER BPS HOLDINGS LLCLORENZ CHELSEA CJOHNSON PETER CPRIOR LAKE CITYBREAK JEFFREY MSCHNEIDER CHRISTOPHER C & AMYJOHNSON DANIEL MSEURER LEANDER L & JANICE MCAPRA CLAYTON C & BRIANA TYOUNG JUDITH A DEKAISER DIANA L FURBER PROPERTIES LLCSTEVENS JOHNRAWAY STEPHEN HMULLENMEISTER ANDREA NBECKER DAVID CHOESE LEE MWOLFRAM RONALD M & SUSAN OLOVERUD SANDRA SDIERS JOHN WBENSON CHRISTOPHER B & DAWN MMARK BALLARD PROPERTIES LLCBALLARD MARK & LORIANDERSON BROOKE4517 PLEASANT ST SEGOEBEL STEVEN AHAELAN HOUSE LLCSPAULDING TABATHA CLAIBORNE STEVEN A GROSS LOREN 16299 M A I N A V E S E VETE R A N S O F F O R E I G N WARS & V F W P O S T 6 2 0 8 LE M A N A G E M E N T P R O P E R T I E S LE M A N A G E M E N T P R O P E R T I E S IMH O L T E P R O P E R T I E S L L C CAS E Y J O H N R & D I A N E M PRIO R L A K E C I T Y OF & C I T Y M A N A G E RSCOTT RICETELEPHONE COSCOTT RICETELEPHONE COSCOT T R I C E TELEP H O N E C OSCOTT RICETELEPHONE COSCOTT RICETELEPHONE COPRIOR LAKE CITYOF & CITY MANAGERVETERANS OF FOREIGN WARS & VFW POST 6208 VETERANS OF FOREIGN WARS & VFW POST 6208 PRIOR LAKE CITY OF & CITY MANAGERO'BRIEN DAVID M & JULIE A PRIOR LAKE CITY OF & CITY MANAGER MARK BALLARD PROPERTIES LLC MARK BALLARD PROPERTIES LLC LANGHORST RANDY W & C/O DELORES LANGHORSTPRIOR RENOVATIONS LLC4690 COLORADOST SE16298 M A I N A V E S E 16345 DULUTH AVE SE16361 DULUTH AVE SE 16377 DULUTH AVE SE 16300 DULUTH AVE SE4505 COLORADO ST SE 4516 COLORADO ST SE4527 COLORADO ST SE4528 COLORADO ST SE4540 COLORADO ST SE4556 COLORADO ST SE4570 COLORADO ST SE4590 COLORADO ST SE4616 C O L O R A D O S T S E 4636 C O L O R A D O S T S E 4646 C O L O R A D O S T S E 4671 C O L O R A D O S T S E 4635 COLORADO ST SE 4617 COLORADO ST SE4607 COLORADO ST SE4589 COLORADO ST SE4577 COLORADO ST SE4567 COLORADO ST SE4557 COLORADO ST SE4547 COLORADO ST SE4537 COLORADO ST SE16306 MAIN AVE SE 16318 MAIN AVE SE 16328 MAIN AVE SE 16311 DULUTH AVE SE 4507 PLEASANT ST SEO'BRIEN DAVID M & JULIE A4527 PLEASANT ST SE4545 PLEASANT ST SE4565 PLEASANT ST SE4585 PLEASANT ST SE4601 PLEASANT ST SE4611 PLEASANT ST SE4621 PLEASANT ST SE4641 PLEASANT ST SE4655 PLEASANT ST SE4667 PLEASANT ST SE4679 PLEASANT ST SE4693 PLEASANT ST SE4717 PLEASANT ST SE16511 DULUTH AVE SE4542 PLEASANT ST SE4550 PLEASANT ST SE4560 PLEASANT ST SE4570 PLEASANT ST SE4580 PLEASANT ST SE4594 PLEASANT ST SE4604 PLEASANT ST SE4612 PLEASANT ST SE4628 PLEASANT ST SE4642 PLEASANT ST SE4656 PLEASANT ST SE4770 P L E A S A N T S T S E 1629 0 H I G H W A Y 1 3 S CARL S O N B E R N A R D J & E T H E L J EXTR A I N N I N G S I N C JOH N S O N R O B E R T W & C A R O L PLAT E O N M A I N L L CPARCEL 1PARCEL 2PARCEL 3PARCEL 4PARCEL 5PARCEL 6PARCEL 7PARC E L 8 PARC E L 9 PARC E L 1 0 PARCEL 11PARCEL 12PARC E L 1 3 PARCEL 14PARCEL 15PARCEL 16PARCEL 17 PARCEL 18PARCEL 19PARCEL 20PARCEL 21PARCEL 22PARCEL 23PARCEL 24PARCEL 25PARCEL 26PARCEL 27 PARC E L 2 8 PARC E L 2 9 PARCEL 30 PARCEL 31PARCEL 32PARCEL 33PARCEL 34PARCEL 35PARCEL 36PARCEL 37PARCEL 38PARCEL 39PARCEL 40PARCEL 41PARCEL 42 PARCEL 43PARCEL 44 PARCEL 45 PARCEL 46 PARCEL 47 PARCEL 48PARCEL 49PARCEL 50PARCEL 51PARCEL 52PARCEL 53PARCEL 54PARCEL 55PARCEL 56PARCEL 57PARCEL 58PARCEL 59PARCEL 60PARCEL 61PARCEL 62PARCEL 63 PARCEL 64 PAR C E L 6 5 PAR C E L 6 6 PAR C E L 6 7 PAR C E L 6 8 PAR C E L 6 9 PAR C E L 7 0 PAR C E L 7 1 PAR C E L 7 2 PAR C E L 7 3 PAR C E L 7 4 H:\PLAK\T18120665\CAD\C3D\FIGR-120665-ASSESSABLE PARCELS MAP.dwg 3/31/2020 9:22:06 AMR 2021 Downtown South Reconstruction City of Prior Lake Figure 10: Assessable Parcels Map April 2020 R FEETSCALE 0 50 100 HORZ.TH 13PLEASANT ST COLORADO ST ARCADIA AVEMAIN AVEEAGLE C R E E K A V E ( C R 2 1 )DULUTH AVELEGEND STREET PROJECT ASSESSABLE RESIDENTIAL PARCELS ASSESSABLE COMMERCIAL PARCELS RESIDENTIAL DISTRICT COMMERCIAL DISTRICT 6 2021 Downtown South Reconstruction 7 ESTIMATED ASSESMENTS According to the preliminary assessment roll provided, it would be the intent of the city to assess the single-family residences at a rate of $9,284.61 per parcel, and the commercial properties at various amounts. EFFECTIVE DATE The effective date of this report is April 7th, 2020. PROJECT AREA The area involved is Pleasant Street S.E., Colorado Street S.E., and Main Avenue S.E.. 8 PHOTOS PLEASANT STREET S.E., COLORADO STREET S.E., AND MAIN AVENUE S.E. 9 Church/Commercial Property Single Family Pleasant Street Single Family Pleasant Street Mortuary/Commercial Property Single Family Pleasant Street Single Family Pleasant Street 10 Single Family Pleasant Street Commercial Pleasant Street Vacant Lot Residential Commercial Area Commercial Area Commercial Area 11 Commercial Area Commercial Area Commercial Area Commercial Area Commercial Area Single Family Colorado Street 12 Single Family Colorado Street Single Family Colorado Street Commercial Area Commercial Area 13 BACKGROUND INFORMATION AND EFFECTS OF THE PROJECT The City of Prior Lake’s 2020-2024 Capital Improvement Plan (CIP) identifies two segments of Colorado Street between Duluth Avenue and Main Avenue for reconstruction at various times over the next five years. City staff indicated that Main Avenue and Pleasant Street, within the Downtown South area, have also been internally identified for reconstruction soon after the timeframe of the current CIP. Redevelopment is currently proposed in the Downtown South area over the subdivision City of Prior Lake, Block 15, Lots 1-9 and subdivision Cates Addition, Block 2, Lots 1-6. The proposed redevelopment includes relocation of the Veterans of Foreign Wars (VFW) building to the northwest corner of the Pleasant Street and Main Avenue intersection as well as the construction of a multi-story mixed use building along Colorado Street. Due to the proposed development, the City is considering combining the adjacent roadways into one street reconstruction project to be completed in conjunction with the construction of the proposed development. This will help limit impact to the surrounding properties and ensure the necessary infrastructure is in place to serve the development into the future. 14 SINGLE FAMILY PROPERTIES 15 SINGLE FAMILY HOMES WITHIN THE PROJECT Majority of the single-family homes located within the project were typically built between the 1920’s and 1960’s, and range in value from the $180,000.00’s to $250,000.00’s plus. There were a few other properties that had assessed market values that were a little higher and lower according to the Scott County Assessor’s office. The average home price is $203.000.00. The location is considered “good,” all the homes appear to be well maintained. 16 COMPRABLE SALES (ASSESSMENTS ASSUMED BY BUYERS) I have submitted and analyzed sales of single-family homes, located in the Twin Cities Metropolitan area where assessments for previous street reconstruction projects were assumed by buyers above the negotiated sales price, thus, in my opinion provided a special value-added benefit to the property. These sales were closed commencing in April 2017 through May 2018 and according to listing agents, assessments certified and/or pending to the properties were apart of negotiation between buyers and sellers. Single Family Homes Assessments Assumed: Sale Number 1: 5625 Vera Cruz Avenue North, Crystal, MN •Closing Date of 4/13/18 •Assessments for road and sewer improvements $7,582.00 Sale Number 2: 1112 Emerson Lane North, Brooklyn Center, MN •Closing Date of 5/1/18 •Assessments for street improvements $4,953.60 Sale Number 3: 1526 Gettysburg Avenue North, Golden Valley, MN •Closing Date 4/6/17 •Assessments for street improvements $6,000.00 Sale Number 4: 1817 Independence Avenue North, Golden Valley, MN •Closing Date 6/22/17 •Assessments for street improvements $6,600.00 Listing agents and county records were contacted to verify the sales are closed and data is accurate. 17 Single-Family Property Full Property Full Display, Single Family Residential, MLS #: 4913772 Type: For Sale 5625 Vera Cruz Avenue N, Crystal MN 55429 Status: Sold List Price: $174,900 Sold Price: $190,000 Seller Cont:$1,500 Original List Price:$174,900 Total Bed/Bath: 4/ 2 Garage: 2 Year Built: 1957 Map Page: 91 Map Coord: E1 Directions: Hwy 100 to Cty Rd 81 North to Bass Lake Rd, head east/right to Vera Cruz, head north/left to home on left side of Vera Cruz Ave Style: (SF) One 1/2 Stories Const Status: Previously Owned Foundation Size: 768 AbvGrdFinSqFt: 1,152 BelGrdFinSqFt: 384 Total Fin SqFt: 1,536 Acres: 0.247 Lot Size: 60x150 Yearly/Seasonal:Seasonal TAX INFORMATION Property ID:0411821310002 Short Format Tax Year: 2017 Tax Amt: $3,782 Assess Bal: $7,582 Tax w/assess: $11,364 Assess Pend: Yes Homestead: No List Date: 03/06/2018 Received By MLS:03/06/2018 Days On Market: 27 PDOM:27 CDOM:27 Off Market Date: 04/02/2018 Date Closed: 04/13/2018 Selling Agent: Sarah J. Appel Co-Selling Agent: Kerby J. Skurat Selling Office: RE/MAX Results Co-Selling Office: RE/MAX Results General Property Information Legal Description: UNPLATTED 04 118 21 THAT PART OF E 180 FT OF S 10 ACRES OF NE 1/4 OF SW 1/4 LYING N OF S 274 15/100 FT County: Hennepin Postal City: Crystal School District: 281 - Robbinsdale, 763-504-8000 Manufactured Home?:No Complex/Dev/Sub: Common Wall: No Lot Description: Tree Coverage - Medium, City Bus (w/in 6 blks) Zoning:Residential-Single Accessibility: None Remarks Agent Remarks:Multiple offers received. Final and best offers are due Saturday, March 10, 2018 by 5:00 PM. Perfect home for investors and new home buyers alike. This was a well taken care of rental for the last two years at $1300/month but could go for $1450/month. Pending special assessment form the city for road and sewer repairs. Public Remarks:This adorable home is ready for you to make it your own. It has two large bedrooms with a half bathroom upstairs, and main level has 2 bedrooms with a full bathroom including new flooring, new vanity, and new lighting. The downstairs family room includes new carpet, and new drywall ceiling. It has been freshly painted throughout. The two car garage includes brand new doors, and extra storage space that could be converted to a third garage. Structure Information Room Level Dimen Living Rm Main 16x12 Dining Rm Family Rm Lower 27x12 Kitchen Main 14x11 Bedroom 1 Main 12x12 Bedroom 2 Main 12x10 Bedroom 3 Upper 17x13 Bedroom 4 Upper 17x12 Other Rooms Level Dimen Bathrooms Total:2 3/4:0 1/4:0 Full:1 1/2:1 Heat:Forced Air Fuel:Natural Gas Air Cond:Central, Window Water:City Water/Connected Sewer:City Sewer/Connected Garage:2 Oth Prkg: Pool: Bath Description:Main Floor Full Bath, Upper Level 1/2 Bath Dining Room Desc:Eat In Kitchen Sale #1: Assessment (4%): $7,582.00 18 Fireplaces: 0 Fireplace Characteristics: Appliances:Range, Microwave, Exhaust Fan/Hood, Dishwasher, Refrigerator, Washer, Dryer, Water Softener - Owned, Furnace Humidifier Basement:Full, Partial Finished, Concrete Block, Wood Exterior:Vinyl Fencing:Chain Link, Other Roof:Asphalt Shingles, Age Over 8 Years Amenities-Unit:Ceiling Fan(s), Tiled Floors, Washer/Dryer Hookup Parking Char:Detached Garage, Driveway - Concrete Financial Cooperating Broker Compensation Buyer Broker Comp:2.7 %Sub-Agent Comp:0 %Facilitator Comp:0 % Variable Rate:N List Type: Exclusive Right Sale Mortgage Information Sale Financial Terms:Conventional Sale Loan Amount: Seller Contribution:$1,500 Sellers Terms:FHA, DVA, Conventional, Cash Existing Financing:Conventional In Foreclosure?:No Lender Owned?:No Potential Short Sale?:No Owner is an Agent?:No Contact Information Listing Agent:Jason Spiller 952-938-0940 Listing Office:Keller Williams Premier Realty Lake Minnetonka Office Phone: 952-475-0111 MLS #: 4913772 Address: 5625 Vera Cruz Avenue N , Crystal, MN 55429 Information Deemed Reliable But Not Guaranteed. Copyright (c) 2018 Regional Multiple Listing Service of Minnesota., Inc. All Rights Reserved. Search Criteria List Number is '4913772' Selected 1 of 1 result. 19 Single-Family Property Full Property Full Display, Single Family Residential, MLS #: 4888571 Type: For Sale 1112 Emerson Lane N, Brooklyn Center MN 55430 Status: Sold List Price: $167,000 Sold Price: $167,250 Seller Cont:$ Original List Price:$145,000 Total Bed/Bath: 4/ 2 Garage: 2 Year Built: 1963 Map Page: 78 Map Coord: C4 Directions: 252 to 70th Ave - W - Dupont - N - Emerson Lane Style: (SF) One Story Const Status: Previously Owned Foundation Size: 1,044 AbvGrdFinSqFt: 1,044 BelGrdFinSqFt: 900 Total Fin SqFt: 1,944 Acres: 0.258 Lot Size: 90x125 Yearly/Seasonal:Yearly TAX INFORMATION Property ID:2511921330015 Short Format Tax Year: 2017 Tax Amt: $2,107 Assess Bal: $1,130 Tax w/assess: $3,237 Assess Pend: Unknown Homestead: Yes List Date: 10/31/2017 Received By MLS:10/31/2017 Days On Market: 56 PDOM:49 CDOM:56 Off Market Date: 05/01/2018 Date Closed: 05/01/2018 Selling Agent: Pang Chang Selling Office: Realty Group, Inc. General Property Information Legal Description: LOT 013 BLOCK 001 BROOKDALE MANOR County: Hennepin Postal City: Brooklyn Center School District: 11 - Anoka-Hennepin, 763-506-1000 Manufactured Home?:No Complex/Dev/Sub: Common Wall: No Lot Description: Irregular Lot Zoning:Residential-Single Accessibility: None Remarks Agent Remarks:24 hour notice required. Seller will be home for all showings.The buyer will have to assume the street improvement assessment of $ 4953.60 * DIRECT ALL QUESTIONS TO ROBIN@PLTGRP.NET-952-848-2598 Public Remarks:One level living, 4BR, 3BR, finished lower level, corner lot, 2 car garage. The property needs some TLC and is being sold as is. Structure Information Room Level Dimen Living Rm Main 23x11 Dining Rm Main 11x8 Family Rm Lower 20x10 Kitchen Main 10x8 Bedroom 1 Main 13x12 Bedroom 2 Main 11x10 Bedroom 3 Main 11x10 Bedroom 4 Lower 20x10 Other Rooms Level Dimen Bathrooms Total:2 3/4:1 1/4:0 Full:1 1/2:0 Heat:Forced Air Fuel:Natural Gas Air Cond:Central Water:City Water/Connected Sewer:City Sewer/Connected Garage:2 Oth Prkg: Pool: Bath Description:Main Floor Full Bath, 3/4 Basement Dining Room Desc:Informal Dining Room Family Room Char:Lower Level Fireplaces: 0 Fireplace Characteristics: Basement:Full Exterior:Shakes, Metal, Vinyl Roof:Asphalt Shingles Amenities-Unit:Ceiling Fan(s), Washer/Dryer Hookup Sale #2: Assessment (3%) 20 Parking Char:Detached Garage Special Search:3 BR on One Level Financial Cooperating Broker Compensation Buyer Broker Comp:2.5 %Sub-Agent Comp:0 %Facilitator Comp:0 % Variable Rate:N List Type: Exclusive Right Sale Mortgage Information Sale Financial Terms:Other Sale Loan Amount:$150,750 Seller Contribution:$ Sellers Terms:Conventional, Cash In Foreclosure?:Yes Lender Owned?:No Potential Short Sale?:No Owner is an Agent?:No Contact Information Listing Agent:The Platinum Group 612-408-3610 Listing Office:RE/MAX Results Office Phone: 952-848-2400 MLS #: 4888571 Address: 1112 Emerson Lane N , Brooklyn Center, MN 55430 Information Deemed Reliable But Not Guaranteed. Copyright (c) 2018 Regional Multiple Listing Service of Minnesota., Inc. All Rights Reserved. Search Criteria List Number is '4888571' Selected 1 of 1 result. 21 Single-Family Property Full Property Full Display, Single Family Residential, MLS #: 4784514 Type: For Sale 1526 Gettysburg Avenue N, Golden Valley MN 55427 Status: Sold List Price: $163,900 Sold Price: $158,415 Seller Cont:$ Original List Price:$163,900 Total Bed/Bath: 2/ 2 Garage: 0 Year Built: 1948 Map Page: 105 Map Coord: C1 Directions: Highway 169 to Plymouth Avenue Exit, E to Gettysburg, N to home on Right. Style: (SF) One Story Const Status: Previously Owned Foundation Size: 937 AbvGrdFinSqFt: 937 BelGrdFinSqFt: 165 Total Fin SqFt: 1,102 Acres: 0.4 Lot Size: 125x138 Yearly/Seasonal:Yearly TAX INFORMATION Property ID:3011821330015 Short Format Tax Year: 2017 Tax Amt: $2,087 Assess Bal: $5,967 Tax w/assess: $8,054 Assess Pend: Unknown Homestead: Yes List Date: 01/03/2017 Received By MLS:01/03/2017 Days On Market: 37 PDOM:37 CDOM:37 Off Market Date: 02/09/2017 Date Closed: 04/06/2017 Selling Agent: Bobby Kroog Selling Office: BRIX Real Estate General Property Information Legal Description: The 1st Addn to Lakeview Heights, Blk 001, Lots 16 & 17 County: Hennepin Postal City: Golden Valley School District: 270 - Hopkins, 952-988-4000 Manufactured Home?:No Complex/Dev/Sub: Common Wall: No Lot Description: Tree Coverage - Medium, City Bus (w/in 6 blks) Road Frontage:City, Paved Streets Zoning:Residential-Single Accessibility: None Remarks Agent Remarks:Two lots, combined for the tax purposes, can be easily uncombined by filling out a form provided by the city. No public hearing or rezoning is necessary. Public Remarks:Cozy house on Knoll with mature tress pines and cedar. Large modern park across street. Parkland preserve east of property. 3 blocks to downtown express bus. New furnace & water heater. Hopkins school dist. Two lots can be uncombined. Home needs remodeling. Structure Information Room Level Dimen Living Rm Main 24x12 Dining Rm Family Rm Kitchen Main 11x9 Bedroom 1 Main 11x10 Bedroom 2 Main 12x10 Bedroom 3 Bedroom 4 Other Rooms Level Dimen Bathrooms Total:2 3/4:0 1/4:0 Full:1 1/2:1 Heat:Forced Air Fuel:Natural Gas Air Cond:Central Water:City Water/Connected, Well Sewer:City Sewer/Connected Garage:0 Oth Prkg:4 Pool:None Bath Description:Main Floor Full Bath, 1/2 Basement Dining Room Desc:Living/Dining Room Fireplaces: 1 Fireplace Characteristics: Living Room Appliances:Range, Microwave, Refrigerator Basement:Full Exterior:Metal, Vinyl, Brick/Stone Sale #3: Assessment (3.5%): $6,000.00 (Buyer Assumed) 22 Roof:Asphalt Shingles, Age Over 8 Years Amenities-Unit:Kitchen Window Parking Char:None Special Search:Main Floor Bedroom, All Living Facilities on One Level Financial Cooperating Broker Compensation Buyer Broker Comp:2.70 %Sub-Agent Comp:0 %Facilitator Comp:0 % Variable Rate:N List Type: Exclusive Right Sale Mortgage Information Sale Financial Terms:Conventional Sale Loan Amount: Seller Contribution:$ Sellers Terms:FHA, DVA, Conventional, Cash Assumable Loan:Not Assumable In Foreclosure?:No Lender Owned?:No Potential Short Sale?:No Owner is an Agent?:No Contact Information Listing Agent:Peggy A Watson 612-720-7511 Listing Office:Coldwell Banker Burnet Office Phone: 952-473-3000 MLS #: 4784514 Address: 1526 Gettysburg Avenue N , Golden Valley, MN 55427 Information Deemed Reliable But Not Guaranteed. Copyright (c) 2018 Regional Multiple Listing Service of Minnesota., Inc. All Rights Reserved. Search Criteria List Number is '4784514' Selected 1 of 1 result. 23 Single-Family Property Full Property Full Display, Single Family Residential, MLS #: 4827569 Type: For Sale 1817 Independence Avenue N, Golden Valley MN 55427 Status: Sold List Price: $160,000 Sold Price: $163,000 Seller Cont:$ Original List Price:$160,000 Total Bed/Bath: 2/ 1 Garage: 2 Year Built: 1948 Map Page: 105 Map Coord: C1 Directions: Mendelssohn to Earl East to Independence South to home. Style: (SF) One Story Const Status: Previously Owned Foundation Size: 720 AbvGrdFinSqFt: 720 BelGrdFinSqFt: Total Fin SqFt: 720 Acres: 0.191 Lot Size: 60x132 Yearly/Seasonal:Yearly TAX INFORMATION Property ID:3011821320002 Short Format Tax Year: 2017 Tax Amt: $2,421 Assess Bal: $6,600 Tax w/assess: $9,021 Assess Pend: Yes Homestead: No List Date: 05/10/2017 Received By MLS:05/10/2017 Days On Market: 8 PDOM:8 CDOM:8 Off Market Date: 05/22/2017 Date Closed: 06/22/2017 Selling Agent: Ryan Dybevik Selling Office: RE/MAX Results General Property Information Legal Description: LOT 002 BLOCK 005 LAKEVIEW HEIGHTS INCL ADJ 1/2 OF VAC ALLEY County: Hennepin Postal City: Golden Valley School District: 281 - Robbinsdale, 763-504-8000 Manufactured Home?:No Complex/Dev/Sub: Lakeview Heights Common Wall: No Lot Description: Tree Coverage - Light Road Frontage:City, Paved Streets Zoning:Residential-Single Accessibility: None Remarks Agent Remarks:HIGHEST AND BEST OFFERS DUE AT 5:00 PM ON MAY 18, 2017. - GREAT OPPORTUNITY FOR NEXT BUYER. Buyer and Buyer's agent are to verify all measurements. Street improvement assessment is $6,600. Payment may be paid in full or spread out over 10 years at 5% interest. See Supplements for detail. Public Remarks:Don't miss this charming 2 bedroom home in Golden Valley. Large lot with mature trees and a detached 2 car garage in a great location. Home includes hardwood floors in the living room and spacious master bedroom. Why rent when you could own for less than rent! Hurry, this one won't last long! Structure Information Room Level Dimen Living Rm Main 16x10 Dining Rm Family Rm Kitchen Main 13x12 Bedroom 1 Main 14x12 Bedroom 2 Main 13x12 Bedroom 3 Bedroom 4 Other Rooms Level Dimen Bathrooms Total:1 3/4:0 1/4:0 Full:1 1/2:0 Heat:Forced Air Fuel:Natural Gas Air Cond:Central Water:City Water/Connected Sewer:City Sewer/Connected Garage:2 Oth Prkg: Pool: Bath Description:Main Floor Full Bath Dining Room Desc:Eat In Kitchen Family Room Char:Main Level Fireplaces: 0 Fireplace Characteristics: Appliances:Range, Dishwasher, Refrigerator, Freezer, Washer, Dryer, Disposal Sale #4: Assessment (4%): $6,600.00 (Buyer Assumed) 24 Basement:Partial, Crawl Space, Sump Pump Exterior:Metal Roof:Asphalt Shingles Amenities-Unit:Deck, Patio, Kitchen Window, Ceiling Fan(s), Hardwood Floors Parking Char:Detached Garage, Driveway - Asphalt, Garage Door Opener Special Search:Main Floor Bedroom Financial Cooperating Broker Compensation Buyer Broker Comp:2.7 %Sub-Agent Comp:0 %Facilitator Comp:0 % Variable Rate:N List Type: Exclusive Right Sale Mortgage Information Sale Financial Terms:Conventional Sale Loan Amount:$154,850 Seller Contribution:$ Sellers Terms:DVA, Conventional, Cash Existing Financing:FHA Assumable Loan:Not Assumable In Foreclosure?:No Lender Owned?:No Potential Short Sale?:No Owner is an Agent?:No Contact Information Listing Agent:Mary Pat Nydahl 952-239-4420 Listing Office:Edina Realty, Inc. Office Phone: 952-934-5000 MLS #: 4827569 Address: 1817 Independence Avenue N , Golden Valley, MN 55427 Information Deemed Reliable But Not Guaranteed. Copyright (c) 2018 Regional Multiple Listing Service of Minnesota., Inc. All Rights Reserved. Search Criteria List Number is '4827569' Selected 1 of 1 result. 25 SCOTT COUNTY PROPERTY INFORMATION: ASSESSED MARKET VALUES OF PROJECT AREA SINGLE FAMILY HOMES 26 250011270Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4625 208 ST E Mailing Address PRIOR RENOVATIONS LLC Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4500 COLORADO ST SE Address Property Address & W 16' OF 7Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 008 Block 016 SubdivisionCd 25001Legal Description 016Block 008Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.35Calculated AcresUses Parcel Information 950Basement Finish (Sq Ft)1,040Basement Size (Sq Ft)SF RESModel Desc 1.50Bathrooms288Garage Size (Sq Ft)1957Year Built 3Bedrooms1,040AGLA (Sq Ft)RAMBLERBuilding Style Building Information $211,000.00Total $90,000.00 Sale Value$112,000.00Improvement 07/29/2011 Date of Sale$99,000.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 1 27 250011260Parcel ID NumberProperty Card NORTHFIELD, MN 55057 8600 CHESTER AVE Mailing Address PANNKUK COREY A Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4516 COLORADO ST SE Address Property Address W 31' OF 6 & E 34' OF 7Legal Description2 SubdivisionName CITY OF PRIOR LAKE Block 016 SubdivisionCd 25001Legal Description 016Block Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.35Calculated AcresUses Parcel Information 1,000Basement Finish (Sq Ft)1,176Basement Size (Sq Ft)SF RESModel Desc 2.00Bathrooms280Garage Size (Sq Ft)1957Year Built 5Bedrooms1,176AGLA (Sq Ft)RAMBLERBuilding Style Building Information $235,200.00Total $213,900.00 Sale Value$131,000.00Improvement 04/27/2007 Date of Sale$104,200.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 2 28 250011250Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4528 COLORADO ST SE Mailing Address CARLSON SUSAN Q Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4528 COLORADO ST SE Address Property Address & E 19' OF 6Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 005 Block 016 SubdivisionCd 25001Legal Description 016Block 005Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.34Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)736Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1935Year Built 2Bedrooms1,104AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $185,700.00Total $164,000.00 Sale Value$81,500.00Improvement 03/31/2005 Date of Sale$104,200.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 3 29 250011240Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 19120 OAK GROVE AVE Mailing Address FELDMAN JOSEPH A Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4540 COLORADO ST SE Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 004 Block 016 SubdivisionCd 25001Legal Description 016Block 004Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.22Calculated AcresUses Parcel Information 240Basement Finish (Sq Ft)536Basement Size (Sq Ft)SF RESModel Desc 1.75Bathrooms0Garage Size (Sq Ft)1908Year Built 3Bedrooms996AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $179,800.00Total $100,000.00 Sale Value$81,800.00Improvement 10/22/2012 Date of Sale$98,000.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 4 30 250011230Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4556 COLORADO ST SE Mailing Address JOHNSON PAUL Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4556 COLORADO ST SE Address Property Address & W 20' OF LOT 2Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 003 Block 016 SubdivisionCd 25001Legal Description 016Block 003Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.28Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)651Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1920Year Built 3Bedrooms1,061AGLA (Sq Ft)TWO STORYBuilding Style Building Information $190,200.00Total $58,500.00 Sale Value$86,000.00Improvement 12/13/2011 Date of Sale$104,200.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 5 31 250011220Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4646 DAKOTA ST SE Mailing Address PRIOR LAKE CITY OF & CITY MANAGER Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4570 COLORADO ST SE Address Property Address & E 30' OF 2Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 001 Block 016 SubdivisionCd 25001Legal Description 016Block 001Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres958 Muni Srvc Other 0.25Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $76,800.00Total $168,000.00 Sale Value$0.00Improvement 03/09/2012 Date of Sale$76,800.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 6 32 250011210Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4505 COLORADO ST SE Mailing Address KAISER DIANA L Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4505 COLORADO ST SE Address Property Address N 60' OF LOTS 21 & 22Legal Description2 SubdivisionName CITY OF PRIOR LAKE Block 015 SubdivisionCd 25001Legal Description 015Block Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.12Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)1,092Basement Size (Sq Ft)SF RESModel Desc 1.50Bathrooms288Garage Size (Sq Ft)1961Year Built 3Bedrooms1,092AGLA (Sq Ft)RAMBLERBuilding Style Building Information $200,200.00Total $95,000.00 Sale Value$108,300.00Improvement 01/26/2001 Date of Sale$91,900.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 17 33 250011190Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4527 COLORADO ST SE Mailing Address CAPRA CLAYTON C & BRIANA T Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4527 COLORADO ST SE Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 019 Block 015 SubdivisionCd 25001Legal Description 015Block 019Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.17Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)820Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1955Year Built 3Bedrooms1,025AGLA (Sq Ft)1 1/4 STRYBuilding Style Building Information $184,400.00Total $185,000.00 Sale Value$87,600.00Improvement 07/31/2006 Date of Sale$96,800.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 18 34 250011180Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 PO BOX 15 Mailing Address SEURER LEANDER L & JANICE M Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4537 COLORADO ST SE Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 018 Block 015 SubdivisionCd 25001Legal Description 015Block 018Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.18Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)732Basement Size (Sq Ft)SF RESModel Desc 1.25Bathrooms0Garage Size (Sq Ft)1929Year Built 3Bedrooms1,098AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $193,800.00Total $0.00 Sale Value$97,000.00Improvement 01/01/1900 Date of Sale$96,800.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 19 35 250011170Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4547 COLORADO ST SE Mailing Address JOHNSON DANIEL M Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4547 COLORADO ST SE Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 017 Block 015 SubdivisionCd 25001Legal Description 015Block 017Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.18Calculated AcresUses Parcel Information 80Basement Finish (Sq Ft)720Basement Size (Sq Ft)SF RESModel Desc 1.75Bathrooms0Garage Size (Sq Ft)1946Year Built 3Bedrooms1,080AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $188,200.00Total $186,000.00 Sale Value$91,400.00Improvement 11/08/2016 Date of Sale$96,800.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 20 36 250011160Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4557 COLORADO ST SE Mailing Address SCHNEIDER CHRISTOPHER C & AMY Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4557 COLORADO ST SE Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 016 Block 015 SubdivisionCd 25001Legal Description 015Block 016Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.18Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)918Basement Size (Sq Ft)SF RESModel Desc 1.75Bathrooms0Garage Size (Sq Ft)1930Year Built 3Bedrooms1,377AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $207,700.00Total $80,000.00 Sale Value$110,900.00Improvement 01/01/1995 Date of Sale$96,800.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 21 37 250011150Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4567 COLORADO ST SE Mailing Address BREAK JEFFREY M Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4567 COLORADO ST SE Address Property Address & W 16' OF LOT 14Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 015 Block 015 SubdivisionCd 25001Legal Description 015Block 015Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres105 Res 2-3 units 0.23Calculated AcresUses Parcel Information 700Basement Finish (Sq Ft)720Basement Size (Sq Ft)SF RESModel Desc 3.00Bathrooms0Garage Size (Sq Ft)1935Year Built 3Bedrooms1,234AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $218,400.00Total $86,650.00 Sale Value$115,200.00Improvement 09/10/1997 Date of Sale$103,200.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 22 38 250011140Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4646 DAKOTA ST SE Mailing Address PRIOR LAKE CITY Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4577 COLORADO ST SE Address Property Address E 50' OFLegal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 014 Block 015 SubdivisionCd 25001Legal Description 015Block 014Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres958 Muni Srvc Other 0.18Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $96,800.00Total $114,900.00 Sale Value$0.00Improvement 08/28/2014 Date of Sale$96,800.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 23 39 250011130Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4589 COLORADO ST SE Mailing Address JOHNSON PETER C Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4589 COLORADO ST SE Address Property Address & LOT 12 EX E 10' OFLegal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 013 Block 015 SubdivisionCd 25001Legal Description 015Block 013Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.32Calculated AcresUses Parcel Information 828Basement Finish (Sq Ft)1,120Basement Size (Sq Ft)SF RESModel Desc 1.75Bathrooms0Garage Size (Sq Ft)1963Year Built 3Bedrooms1,408AGLA (Sq Ft)RAMBLERBuilding Style Building Information $251,300.00Total $198,000.00 Sale Value$141,600.00Improvement 05/28/2014 Date of Sale$109,700.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 24 40 250011120Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4607 COLORADO ST SE Mailing Address LORENZ CHELSEA C Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4607 COLORADO ST SE Address Property Address EX E 10' & E 10' OF LOT 12Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 011 Block 015 SubdivisionCd 25001Legal Description 015Block 011Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres100 Res 1 unit 0.18Calculated AcresUses Parcel Information 1,000Basement Finish (Sq Ft)1,144Basement Size (Sq Ft)SF RESModel Desc 1.75Bathrooms312Garage Size (Sq Ft)1973Year Built 3Bedrooms1,144AGLA (Sq Ft)RAMBLERBuilding Style Building Information $223,400.00Total $148,000.00 Sale Value$126,600.00Improvement 05/16/2012 Date of Sale$96,800.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 25 41 250020220Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4542 PLEASANT ST SE Mailing Address HEBER GREG Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4542 PLEASANT ST SE Address Property Address & W 5' OF LOT 17Legal Description2 SubdivisionName CATES ADDN Lot 018 Block 002 SubdivisionCd 25002Legal Description 002Block 018Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.19Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)896Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1960Year Built 2Bedrooms896AGLA (Sq Ft)RAMBLERBuilding Style Building Information $140,300.00Total $180,000.00 Sale Value$75,800.00Improvement 09/14/2018 Date of Sale$64,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 31 42 250020210Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4550 PLEASANT ST SE Mailing Address RAHM RONALD M & PATRICIA Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4550 PLEASANT ST SE Address Property Address EX W 5'Legal Description2 SubdivisionName CATES ADDN Lot 017 Block 002 SubdivisionCd 25002Legal Description 002Block 017Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.15Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)847Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1914Year Built 2Bedrooms1,159AGLA (Sq Ft)1 1/4 STRYBuilding Style Building Information $169,300.00Total $0.00 Sale Value$104,800.00Improvement 01/01/1900 Date of Sale$64,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 32 43 250020200Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 5469 MANOR RD SE Mailing Address HAWKINSON ERIC P Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4560 PLEASANT ST SE Address Property Address Legal Description2 SubdivisionName CATES ADDN Lot 016 Block 002 SubdivisionCd 25002Legal Description 002Block 016Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.17Calculated AcresUses Parcel Information 600Basement Finish (Sq Ft)858Basement Size (Sq Ft)SF RESModel Desc 2.50Bathrooms0Garage Size (Sq Ft)1950Year Built 2Bedrooms1,032AGLA (Sq Ft)RAMBLERBuilding Style Building Information $164,900.00Total $102,000.00 Sale Value$100,400.00Improvement 07/13/2007 Date of Sale$64,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 33 44 250020190Parcel ID NumberProperty Card LAKEVILLE, MN 55044 8413 208TH CT W Mailing Address MINER KARL D Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4570 PLEASANT ST SE Address Property Address Legal Description2 SubdivisionName CATES ADDN Lot 015 Block 002 SubdivisionCd 25002Legal Description 002Block 015Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.17Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)480Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1920Year Built 3Bedrooms860AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $138,700.00Total $86,125.00 Sale Value$74,200.00Improvement 09/24/2015 Date of Sale$64,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 34 45 250020180Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 2576 213 ST E Mailing Address WILLSCH CHRISTOPHER Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4580 PLEASANT ST SE Address Property Address Legal Description2 SubdivisionName CATES ADDN Lot 014 Block 002 SubdivisionCd 25002Legal Description 002Block 014Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.17Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)952Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1960Year Built 2Bedrooms952AGLA (Sq Ft)RAMBLERBuilding Style Building Information $146,900.00Total $145,000.00 Sale Value$82,400.00Improvement 04/29/2005 Date of Sale$64,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 35 46 250020170Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4594 PLEASANT ST SE Mailing Address RYAN MICHAEL J Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4594 PLEASANT ST SE Address Property Address & LOT 13Legal Description2 SubdivisionName CATES ADDN Lot 012 Block 002 SubdivisionCd 25002Legal Description 002Block 012Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.34Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)988Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1925Year Built 3Bedrooms1,608AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $204,100.00Total $77,500.00 Sale Value$120,200.00Improvement 08/08/1995 Date of Sale$83,900.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 36 47 250020160Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4604 PLEASANT AVE SE Mailing Address WAHL JENNIFER B Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4604 PLEASANT ST SE Address Property Address Legal Description2 SubdivisionName CATES ADDN Lot 011 Block 002 SubdivisionCd 25002Legal Description 002Block 011Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.17Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)768Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1961Year Built 2Bedrooms768AGLA (Sq Ft)RAMBLERBuilding Style Building Information $133,400.00Total $136,000.00 Sale Value$68,900.00Improvement 12/30/2016 Date of Sale$64,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 37 48 250020150Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4612 PLEASANT ST SE Mailing Address WOLFRAM RONALD M & SUSAN O Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4612 PLEASANT ST SE Address Property Address Legal Description2 SubdivisionName CATES ADDN Lot 010 Block 002 SubdivisionCd 25002Legal Description 002Block 010Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.17Calculated AcresUses Parcel Information 420Basement Finish (Sq Ft)840Basement Size (Sq Ft)SF RESModel Desc 1.75Bathrooms0Garage Size (Sq Ft)1925Year Built 3Bedrooms1,502AGLA (Sq Ft)1 3/4 STRYBuilding Style Building Information $188,100.00Total $0.00 Sale Value$123,600.00Improvement 01/01/1900 Date of Sale$64,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 38 49 250020140Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4628 PLEASANT ST SE Mailing Address VOSSEN STEVEN M & BARBARA J Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4628 PLEASANT ST SE Address Property Address Legal Description2 SubdivisionName CATES ADDN Lot 8&9 Block 002 SubdivisionCd 25002Legal Description 002Block 8&9Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.34Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)1,292Basement Size (Sq Ft)SF RESModel Desc 1.75Bathrooms0Garage Size (Sq Ft)1921Year Built 3Bedrooms1,624AGLA (Sq Ft)1 1/4 STRYBuilding Style Building Information $228,800.00Total $90,500.00 Sale Value$144,900.00Improvement 07/25/1997 Date of Sale$83,900.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 39 50 250020130Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4642 PLEASANT ST SE Mailing Address HEANEY PATRICK J & JILL Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4642 PLEASANT ST SE Address Property Address & W 10' OF LOT 6Legal Description2 SubdivisionName CATES ADDN Lot 007 Block 002 SubdivisionCd 25002Legal Description 002Block 007Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.21Calculated AcresUses Parcel Information 120Basement Finish (Sq Ft)1,100Basement Size (Sq Ft)SF RESModel Desc 2.25Bathrooms0Garage Size (Sq Ft)1917Year Built 5Bedrooms1,554AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $219,600.00Total $0.00 Sale Value$142,200.00Improvement 01/01/1900 Date of Sale$77,400.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 40 51 250020360Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4507 PLEASANT ST SE Mailing Address GOEBEL STEVEN A Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4507 PLEASANT ST SE Address Property Address Legal Description2 SubdivisionName CATES ADDN Lot 022 Block 003 SubdivisionCd 25002Legal Description 003Block 022Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.17Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)720Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1930Year Built 3Bedrooms1,080AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $157,200.00Total $152,000.00 Sale Value$92,700.00Improvement 08/29/2013 Date of Sale$64,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 48 52 250020350Parcel ID NumberProperty Card SHAKOPEE, MN 55379 2163 KELLY CIR Mailing Address O'BRIEN DAVID M & JULIE A Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4517 PLEASANT ST SE Address Property Address Legal Description2 SubdivisionName CATES ADDN Lot 021 Block 003 SubdivisionCd 25002Legal Description 003Block 021Lot CATES ADDNPlat 0.00Deeded Acres105 Res 2-3 units 0.17Calculated AcresUses Parcel Information 1,000Basement Finish (Sq Ft)1,137Basement Size (Sq Ft)SF RESModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1950Year Built 4Bedrooms1,137AGLA (Sq Ft)RAMBLERBuilding Style Building Information $188,800.00Total $117,500.00 Sale Value$124,300.00Improvement 11/22/2006 Date of Sale$64,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 49 53 250020340Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4527 PLEASANT ST SE Mailing Address BREKHUS IAN JAMES Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4527 PLEASANT ST SE Address Property Address Legal Description2 SubdivisionName CATES ADDN Lot 020 Block 003 SubdivisionCd 25002Legal Description 003Block 020Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.17Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)720Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1946Year Built 3Bedrooms1,507AGLA (Sq Ft)TWO STORYBuilding Style Building Information $183,200.00Total $249,900.00 Sale Value$118,700.00Improvement 02/07/2020 Date of Sale$64,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 50 54 250020330Parcel ID NumberProperty Card JORDAN, MN 55352 104 1ST ST W STE A Mailing Address BALLARD MARK & LORI Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4545 PLEASANT ST SE Address Property Address & LOT 19Legal Description2 SubdivisionName CATES ADDN Lot 018 Block 003 SubdivisionCd 25002Legal Description 003Block 018Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.34Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)1,018Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1914Year Built 2Bedrooms1,018AGLA (Sq Ft)RAMBLERBuilding Style Building Information $176,700.00Total $80,000.00 Sale Value$86,400.00Improvement 08/12/1998 Date of Sale$90,300.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 51 55 258010140Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4585 PLEASANT ST SE Mailing Address BENSON CHRISTOPHER B & DAWN M Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4585 PLEASANT ST SE Address Property Address Block 003 Lot 014 SubdivisionCd 25002 SubdivisionName CATES ADDNLegal Description2 Lots 14 and 15, block 3, Cates Addition to Prior Lake, Scott County, Minnesota, and easterly 15 feet of lot 16, block 3, Cates Addition to the Village of Prior Lake, Scott County, Minnesota. And that part of the southwest quarter of the northeast quarter of section 2, township 114, range 22, Scott County, Minnesota, being 50 feet in depth North to South and lying immediately South of lots 14 and 15, Block 3, Cates Addition to Prior Lake, and lying between the extension of the lines that represen Legal Description 003Block 015Lot CATES ADDNPlat 0.11Deeded Acres100 Res 1 unit 0.53Calculated AcresUses Parcel Information 600Basement Finish (Sq Ft)1,074Basement Size (Sq Ft)SF RESModel Desc 1.75Bathrooms0Garage Size (Sq Ft)1929Year Built 5Bedrooms1,343AGLA (Sq Ft)1 1/4 STRYBuilding Style Building Information $280,200.00Total $230,000.00 Sale Value$151,500.00Improvement 03/11/2004 Date of Sale$128,700.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Scott County, MN Parcel 53 56 250020300Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4601 PLEASANT ST SE Mailing Address DIERS JOHN W Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4601 PLEASANT ST SE Address Property Address & W1/2 OF 12Legal Description2 SubdivisionName CATES ADDN Lot 013 Block 003 SubdivisionCd 25002Legal Description 003Block 013Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.26Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)816Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms532Garage Size (Sq Ft)1909Year Built 2Bedrooms1,020AGLA (Sq Ft)1 1/4 STRYBuilding Style Building Information $182,300.00Total $133,900.00 Sale Value$104,900.00Improvement 05/26/2010 Date of Sale$77,400.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 54 57 250020290Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4611 PLEASANT ST SE Mailing Address LOVERUD SANDRA S Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4611 PLEASANT ST SE Address Property Address & E1/2 OF 12Legal Description2 SubdivisionName CATES ADDN Lot 011 Block 003 SubdivisionCd 25002Legal Description 003Block 011Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.26Calculated AcresUses Parcel Information 500Basement Finish (Sq Ft)968Basement Size (Sq Ft)SF RESModel Desc 1.50Bathrooms0Garage Size (Sq Ft)1946Year Built 3Bedrooms1,452AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $191,100.00Total $106,000.00 Sale Value$113,700.00Improvement 12/17/1998 Date of Sale$77,400.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 55 58 250020280Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4612 PLEASANT ST SE Mailing Address WOLFRAM RONALD M & SUSAN O Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4621 PLEASANT ST SE Address Property Address & W1/2 OF LOT 9Legal Description2 SubdivisionName CATES ADDN Lot 010 Block 003 SubdivisionCd 25002Legal Description 003Block 010Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.26Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)896Basement Size (Sq Ft)SF RESModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1895Year Built 3Bedrooms1,321AGLA (Sq Ft)1 3/4 STRYBuilding Style Building Information $193,100.00Total $138,000.00 Sale Value$115,700.00Improvement 03/21/2008 Date of Sale$77,400.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 56 59 250020271Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4641 PLEASANT ST SE Mailing Address HOESE LEE M Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4641 PLEASANT ST SE Address Property Address W3/4 OF 8 & E1/2 OF 9Legal Description2 SubdivisionName CATES ADDN Block 003 SubdivisionCd 25002Legal Description 003Block Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.22Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)869Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1939Year Built 4Bedrooms1,318AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $202,300.00Total $134,500.00 Sale Value$124,900.00Improvement 09/08/2000 Date of Sale$77,400.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 57 60 250020270Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4655 PLEASANT ST SE Mailing Address BECKER DAVID C Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4655 PLEASANT ST SE Address Property Address & E1/4 OF LOT 8Legal Description2 SubdivisionName CATES ADDN Lot 007 Block 003 SubdivisionCd 25002Legal Description 003Block 007Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.22Calculated AcresUses Parcel Information 400Basement Finish (Sq Ft)1,680Basement Size (Sq Ft)SF RESModel Desc 1.75Bathrooms720Garage Size (Sq Ft)1940Year Built 3Bedrooms1,980AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $275,100.00Total $200,000.00 Sale Value$197,700.00Improvement 01/25/2015 Date of Sale$77,400.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 58 61 250020260Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4667 PLEASANT ST SE Mailing Address MULLENMEISTER ANDREA N Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4667 PLEASANT ST SE Address Property Address & W 20' OF 5Legal Description2 SubdivisionName CATES ADDN Lot 006 Block 003 SubdivisionCd 25002Legal Description 003Block 006Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.24Calculated AcresUses Parcel Information 625Basement Finish (Sq Ft)768Basement Size (Sq Ft)SF RESModel Desc 1.50Bathrooms0Garage Size (Sq Ft)1920Year Built 4Bedrooms1,234AGLA (Sq Ft)1 1/4 STRYBuilding Style Building Information $187,500.00Total $203,000.00 Sale Value$110,100.00Improvement 07/02/2007 Date of Sale$77,400.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 59 62 250020250Parcel ID NumberProperty Card FLAT ROCK, NC 28731 99 NEVER BLUE RD Mailing Address RAWAY STEPHEN H Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4679 PLEASANT ST SE Address Property Address & W 7.7' OF 3 & E 30' OF LOT 5Legal Description2 SubdivisionName CATES ADDN Lot 004 Block 003 SubdivisionCd 25002Legal Description 003Block 004Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.25Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)676Basement Size (Sq Ft)SF RESModel Desc 1.50Bathrooms0Garage Size (Sq Ft)1920Year Built 3Bedrooms1,540AGLA (Sq Ft)TWO STORYBuilding Style Building Information $197,900.00Total $0.00 Sale Value$120,500.00Improvement 01/01/1900 Date of Sale$77,400.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 60 63 250020240Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4693 PLEASANT ST SE Mailing Address STEVENS JOHN Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4693 PLEASANT ST SE Address Property Address W 10' OF 2 & E 42.3' OF LOT 3Legal Description2 SubdivisionName CATES ADDN Block 003 SubdivisionCd 25002Legal Description 003Block Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.14Calculated AcresUses Parcel Information 600Basement Finish (Sq Ft)692Basement Size (Sq Ft)SF RESModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1920Year Built 3Bedrooms1,522AGLA (Sq Ft)TWO STORYBuilding Style Building Information $189,600.00Total $257,250.00 Sale Value$125,100.00Improvement 07/08/2019 Date of Sale$64,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNY2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 61 64 CONCLUSION OF SINGLE-FAMILY HOMES (ASSESSMENTS ASSUMED) The comparable sales submitted from previous neighborhoods located within the metropolitan area indicated an added value as a result of street reconstruction projects range in value from three to four percent. According to the MLS (Multiple Listing Service) statistical information, the median sales price for the Prior Lake area has increased some 14 percent from 2018 to present. According to the Scott County Assessor’s Office, the average assessed market value of the homes affected by this project are $203,000.00. The comparable sales with assessments assumed were for complete street reconstruction as well as curb, gutter and storm sewer updates. Therefore, based on my field inspection, research, and comparable sales submitted, it is my opinion that the value-added benefit as a result of the project is three percent, which results as follows: Average Single-Family Home Value at $203,000.00 $203,000.00 Per Parcel x 3 Percent = $6,090.00 Rounded to: $6,000.00 Per Parcel 65 COMMERCIAL PROPERTIES 66 SCOTT COUNTY PROPERTY INFORMATION: ASSESSED MARKET VALUES AND ASSESSMENT OF PROJECT AREA COMMERCIAL AND BUSINESS PARCELS 67 COMMERECIAL SITE PARCEL 8 PROPERTY INFORMATION Property Address: 4616 Colorado Street S.E. Parcel I.D.: 250011030 Assessed Value (Land Only): $260,300.00 Acres: 0.19 or 8,276 Square Feet Price Per Square Foot: $31.45 Assessment Amount: $16,480.31 VALUE-ADDED BENEFIT AS A RESULT OF THE PROJECT $16,480.31 (Assessment Amount) / 8,276 Square Feet (0.19 Acres): $1.99 Per Square Foot 68 COMMERECIAL SITE PARCEL 9 PROPERTY INFORMATION Property Address: 4636 Colorado Street S.E. Parcel I.D.: 250011020 Assessed Value (Land Only): $114,500.00 Acres: 0.14 or 6,098 Square Feet Price Per Square Foot: $18.77 Assessment Amount: $11,869.24 VALUE-ADDED BENEFIT AS A RESULT OF THE PROJECT $11,869.24 (Assessment Amount) / 6,098 Square Feet (0.14 Acres): $1.95 Per Square Foot 69 COMMERECIAL SITE PARCEL 10 PROPERTY INFORMATION Property Address: 4646 Colorado Street S.E. Parcel I.D.: 250011011 Assessed Value (Land Only): $151,200.00 Acres: 0.20 or 8,712 Square Feet Price Per Square Foot: $17.35 Assessment Amount: $16,907.26 VALUE-ADDED BENEFIT AS A RESULT OF THE PROJECT $16,907.26 (Assessment Amount) / 8,712 Square Feet (0.20 Acres): $1.94 Per Square Foot 70 COMMERECIAL SITE PARCEL 16 PROPERTY INFORMATION Property Address: 4690 Colorado Street S.E. Parcel I.D.: 250010960 Assessed Value (Land Only): $311,400.00 (6 Parcels) Acres: 0.40 or 17,424 Square Feet Price Per Square Foot: $17.87 Assessment Amount: $33,982.00 VALUE-ADDED BENEFIT AS A RESULT OF THE PROJECT $33,982.00 (Assessment Amount) / 17,424 Square Feet (0.40 Acres): $1.95 Per Square Foot 71 COMMERECIAL SITE PARCEL 41 PROPERTY INFORMATION Property Address: 4565 Pleasant Street S.E. Parcel I.D.: 250020320 Assessed Value (Land Only): $89,900.00 Acres: 0.29 or 12,632 Square Feet Price Per Square Foot: $7.11 Assessment Amount: $11,693.99 VALUE-ADDED BENEFIT AS A RESULT OF THE PROJECT $11,693.99 (Assessment Amount) / 12,632 Square Feet (0.29 Acres): $0.92 Per Square Foot 72 COMMERECIAL SITE PARCEL 62 PROPERTY INFORMATION Property Address: 4717 Pleasant Street S.E. Parcel I.D.: 250020230 Assessed Value (Land Only): $93,800.00 Acres: 0.34 or 14,810 Square Feet Price Per Square Foot: $6.33 Assessment Amount: $29,374.24 VALUE-ADDED BENEFIT AS A RESULT OF THE PROJECT $29,374.24 (Assessment Amount) / 14,810 Square Feet (0.34 Acres): $1.98 Per Square Foot 73 COMMERECIAL SITE PARCELS 72, 73, and 74 PROPERTY INFORMATION Property Address: 4770 Pleasant Street S.E. Parcel I.D.: 251470030, 251470031, 251470032 Assessed Value (Land Only): $383,600.00 Acres: 0.85 or 37,026 Square Feet Price Per Square Foot: $10.36 Assessment Amount: $72,410.91 VALUE-ADDED BENEFIT AS A RESULT OF THE PROJECT $72,410.91 (Assessment Amount) / 37,026 Square Feet (0.85 Acres): $1.95 Per Square Foot 74 COMMERECIAL SITE PARCEL 29 PROPERTY INFORMATION Property Address: 16298 Main Avenue S.E. Parcel I.D.: 250011080 Assessed Value (Land Only): $148,100.00 Acres: 0.22 or 9,583 Square Feet Price Per Square Foot: $15.45 Assessment Amount: $18,956.63 VALUE-ADDED BENEFIT AS A RESULT OF THE PROJECT $18,956.63 (Assessment Amount) / 9,583 Square Feet (0.22 Acres): $1.97 Per Square Foot 75 COMMERECIAL SITE PARCEL 69 PROPERTY INFORMATION Property Address: 16281 Main Avenue S.E. Parcel I.D.: 253690010 Assessed Value (Land Only): $265,700.00 Acres: 0.35 or 15,246 Square Feet Price Per Square Foot: $17.42 Assessment Amount: $29,630.41 VALUE-ADDED BENEFIT AS A RESULT OF THE PROJECT $29,630.41 (Assessment Amount) / 15,246 Square Feet (0.35 Acres): $1.94 Per Square Foot 76 COMMERECIAL SITE PARCEL 28 PROPERTY INFORMATION Property Address: 4617 Colorado Street S.E. Parcel I.D.: 250011110 Assessed Value (Land Only): $65,700.00 Acres: 0.22 or 9,583 Square Feet Price Per Square Foot: $6.85 Assessment Amount: $18,615.07 VALUE-ADDED BENEFIT AS A RESULT OF THE PROJECT $18,615.07 (Assessment Amount) / 9,583 Square Feet (0.22 Acres): $1.94 Per Square Foot 77 Parcel 7 78 250011040Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4646 DAKOTA ST SE Mailing Address PRIOR LAKE CITY OF & CITY MANAGER Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4590 COLORADO ST SE Address Property Address & LOT 16Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 015 Block 013 SubdivisionCd 25001Legal Description 013Block 015Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres958 Muni Srvc Other 0.16Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $72,200.00Total $162,000.00 Sale Value$0.00Improvement 03/30/2012 Date of Sale$72,200.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 7 79 Parcel 8 80 250011030Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 7138 154 ST W Mailing Address SCHULBERG ENTERPRISES LLC Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4616 COLORADO ST SE Address Property Address & LOT 14 & W 12' OF LOT 12Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 013 Block 013 SubdivisionCd 25001Legal Description 013Block 013Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.19Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)OF/MED/PUBModel Desc 2.00Bathrooms0Garage Size (Sq Ft)2007Year Built 0Bedrooms12,561AGLA (Sq Ft)N/ABuilding Style Building Information $1,359,500.00Total $200,000.00 Sale Value$1,099,200.00Improvement 11/29/2005 Date of Sale$260,300.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 8 81 Parcel 9 82 250011020Parcel ID NumberProperty Card CAPE CORAL, FL 33914 2626 SW 46TH TER Mailing Address GIWOJNA FAMILY TRUST & C/O BENJAMIN GIWOJNA Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4636 COLORADO ST SE Address Property Address & E 28' OF LOT 12Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 011 Block 013 SubdivisionCd 25001Legal Description 013Block 011Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.14Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)IND/WRHSEModel Desc 0.00Bathrooms0Garage Size (Sq Ft)1921Year Built 0Bedrooms2,852AGLA (Sq Ft)N/ABuilding Style Building Information $150,000.00Total $0.00 Sale Value$35,500.00Improvement 01/01/1900 Date of Sale$114,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 9 83 Parcel 10 84 250011011Parcel ID NumberProperty Card BURNSVILLE, MN 55306 14528 HOLLOW PARK CT Mailing Address CAPRA BRUCE A & MARGARET L Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4646 COLORADO ST SE Address Property Address & LOT 10Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 8&9 Block 013 SubdivisionCd 25001Legal Description 013Block 8&9Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.20Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)OF/MED/PUBModel Desc 0.00Bathrooms0Garage Size (Sq Ft)1945Year Built 0Bedrooms3,017AGLA (Sq Ft)N/ABuilding Style Building Information $335,400.00Total $0.00 Sale Value$184,200.00Improvement 01/01/1900 Date of Sale$151,200.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 10 85 Parcel 11 86 250011010Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4690 COLORADO ST SE Mailing Address SCOTT RICE TELEPHONE CO Taxpayer Name Taxpayer Information City Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 007 Block 013 SubdivisionCd 25001Legal Description 013Block 007Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.06Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $43,900.00Total $0.00 Sale Value$0.00Improvement 01/01/1900 Date of Sale$43,900.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 11 87 Parcel 12 88 250011000Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4690 COLORADO ST SE Mailing Address SCOTT RICE TELEPHONE CO Taxpayer Name Taxpayer Information City Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 006 Block 013 SubdivisionCd 25001Legal Description 013Block 006Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.06Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)OF/MED/PUBModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1970Year Built 0Bedrooms12,761AGLA (Sq Ft)N/ABuilding Style Building Information $163,600.00Total $0.00 Sale Value$116,500.00Improvement 01/01/1900 Date of Sale$47,100.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 12 89 Parcel 13 90 250010990Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4690 COLORADO ST SE Mailing Address SCOTT RICE TELEPHONE CO Taxpayer Name Taxpayer Information City Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 4&5 Block 013 SubdivisionCd 25001Legal Description 013Block 4&5Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.12Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)OF/MED/PUBModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1970Year Built 0Bedrooms12,761AGLA (Sq Ft)N/ABuilding Style Building Information $253,100.00Total $0.00 Sale Value$165,800.00Improvement 01/01/1900 Date of Sale$87,300.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 13 91 Parcel 14 92 250010980Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4690 COLORADO ST SE Mailing Address SCOTT RICE TELEPHONE CO Taxpayer Name Taxpayer Information City Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 003 Block 013 SubdivisionCd 25001Legal Description 013Block 003Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.05Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)OF/MED/PUBModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1970Year Built 0Bedrooms12,761AGLA (Sq Ft)N/ABuilding Style Building Information $282,400.00Total $0.00 Sale Value$239,000.00Improvement 01/01/1900 Date of Sale$43,400.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 14 93 Parcel 15 94 250010970Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4690 COLORADO ST SE Mailing Address SCOTT RICE TELEPHONE CO Taxpayer Name Taxpayer Information City Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 002 Block 013 SubdivisionCd 25001Legal Description 013Block 002Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.06Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)OF/MED/PUBModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1970Year Built 0Bedrooms12,761AGLA (Sq Ft)N/ABuilding Style Building Information $156,900.00Total $0.00 Sale Value$110,700.00Improvement 01/01/1900 Date of Sale$46,200.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 15 95 Parcel 16 96 250010960Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4690 COLORADO ST SE Mailing Address SCOTT RICE TELEPHONE CO Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4690 COLORADO ST SE Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 001 Block 013 SubdivisionCd 25001Legal Description 013Block 001Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.05Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $43,500.00Total $0.00 Sale Value$0.00Improvement 01/01/1900 Date of Sale$43,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 16 97 Parcel 26 98 250011110Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 16180 HASTINGS AVE S SUITE 201 Mailing Address BPS HOLDINGS LLC Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4617 COLORADO ST SE Address Property Address & E 10'OF 11Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 010 Block 015 SubdivisionCd 25001Legal Description 015Block 010Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.22Calculated AcresUses Parcel Information 325Basement Finish (Sq Ft)384Basement Size (Sq Ft)SF RESModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1890Year Built 3Bedrooms5,897AGLA (Sq Ft)1 3/4 STRYBuilding Style Building Information $493,800.00Total $208,000.00 Sale Value$428,100.00Improvement 09/23/2015 Date of Sale$65,700.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 26 99 Parcel 27 100 250011100Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4646 DAKOTA ST SE Mailing Address PRIOR LAKE CITY OF & CITY MANAGER Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4635 COLORADO ST SE Address Property Address Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 6-9 Block 015 SubdivisionCd 25001Legal Description 015Block 6-9Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres956 Muni Srvc Ent 0.76Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $200,000.00Total $120,000.00 Sale Value$0.00Improvement 08/09/2005 Date of Sale$200,000.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 27 101 Property ID - 258010390 Roll Type:Real Payable Year:2020 Property Address:4671 COLORADO ST SE PRIOR LAKE, MN 55372 Tax Payer 1: VETERANS OF FOREIGN WARS & VFW POST 6208 PO BOX 116 PRIOR LAKE, MN 55372 Taxing District Code :2001 Taxing District :PL CITY/ISD 719/PLSPL WMO Township / City Code :0800 Township / City :CITY OF PRIOR LAKE School District Code :0719 School District :ISD 0719 PRIOR LAKE Legal Description:SubdivisionName CITY OF PRIOR LAKE Lot 3-5 Block 015 SubdivisionCd 25001 & P/O VACATED ALLEY The property taxes may or may not be calculated on the total estimated market value as shown. Programs such as This Old House, plat deferment, limited market value and green acres may reduce the indicated market value to a taxable market value upon which taxes would be calculated. Land:$ 171,200.00 Improvement:$ 0.00 Green Acres:$ 0.00 Total:$ 171,200.00 Homestead Status:N Homestead Classification: 300 Commercial Green Acres:N Ag Preserve:N Model Type: Architectural Style: Year Built:0 Bedrooms:0.00 Bathrooms:0.00 Above Grade Living Area (Sq Ft):0 Basement Foundation (Sq Ft):0 Basement Finished (Sq Ft):0 Garage Size (Sq Ft):0 Sale Date:11/10/1997 Sale Price:$ 100,000 Parcel 28 102 258010390Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 PO BOX 116 Mailing Address VETERANS OF FOREIGN WARS & VFW POST 6208 Taxpayer Name Taxpayer Information PRIOR LAKE, MN 55372 City 4671 COLORADO ST SE Address Property Address & P/O VACATED ALLEYLegal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 3-5 Block 015 SubdivisionCd 25001Legal Description 015Block 3-5Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.38Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $171,200.00Total $100,000.00 Sale Value$0.00Improvement 11/10/1997 Date of Sale$171,200.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 28 103 Parcel 29 104 250011080Parcel ID NumberProperty Card HOPKINS, MN 55343 750 2ND ST NE SUITE 100 Mailing Address PRIOR LAKE B SQUARED VENTURES LLC Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 16298 MAIN AVE SE Address Property Address & LOT 2Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 001 Block 015 SubdivisionCd 25001Legal Description 015Block 001Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.22Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)IND/WRHSEModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1965Year Built 0Bedrooms2,068AGLA (Sq Ft)N/ABuilding Style Building Information $186,100.00Total $0.00 Sale Value$38,000.00Improvement 01/01/1900 Date of Sale$148,100.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 29 105 Parcel 30 106 259020740Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 16311 DULUTH AVE SE Mailing Address CHURCH OF ST MICHAEL Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 16311 DULUTH AVE SE Address Property Address W 150' OF W 190' OF S3/4 OF SW1/4 NE1/4Legal Description2 Section 02 Township 114 Range 022Legal Description Block Lot Plat 0.65Deeded Acres917 Church-Other Res 0.66Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)OF/MED/PUBModel Desc 0.00Bathrooms0Garage Size (Sq Ft)1960Year Built 0Bedrooms9,578AGLA (Sq Ft)N/ABuilding Style Building Information $693,100.00Total $0.00 Sale Value$643,100.00Improvement 01/01/1900 Date of Sale$50,000.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 30 107 Parcel 41 108 250020120Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 2100 WACIPI DR NW Mailing Address COURSOLLE JUDY K Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4656 PLEASANT ST SE Address Property Address E 40' OF 6 & W 20' OF 5Legal Description2 SubdivisionName CATES ADDN Lot 005 Block 002 SubdivisionCd 25002Legal Description 002Block 005Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.21Calculated AcresUses Parcel Information 700Basement Finish (Sq Ft)972Basement Size (Sq Ft)SF RESModel Desc 2.75Bathrooms0Garage Size (Sq Ft)1945Year Built 3Bedrooms1,458AGLA (Sq Ft)1 1/2 STRYBuilding Style Building Information $184,300.00Total $75,000.00 Sale Value$106,900.00Improvement 03/01/1992 Date of Sale$77,400.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 41 109 Parcel 42 & 45 110 250020090Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 PO BOX 116 Mailing Address VETERANS OF FOREIGN WARS & VFW POST 6208 Taxpayer Name Taxpayer Information City Address Property Address LYING N OF LINE 81' N OF SW COR OF LOT 2 TO A PT 83.2' N OF SE COR OF LOT 1, 3 (EX E 14'), ALL OF 4 & E 30' OF 5Legal Description2 SubdivisionName CATES ADDN Lot 1&2 Block 002 SubdivisionCd 25002Legal Description 002Block 1&2Lot CATES ADDNPlat 0.00Deeded Acres300 Commercial 0.39Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)STORE/COMMModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1945Year Built 0Bedrooms3,451AGLA (Sq Ft)N/ABuilding Style Building Information $153,600.00Total $0.00 Sale Value$109,300.00Improvement 01/01/1900 Date of Sale$44,300.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 42 & 45 111 Parcel 43 112 250020100Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4646 DAKOTA ST SE Mailing Address PRIOR LAKE CITY OF & CITY MANAGER Taxpayer Name Taxpayer Information City Address Property Address E 14' OFLegal Description2 SubdivisionName CATES ADDN Lot 003 Block 002 SubdivisionCd 25002Legal Description 002Block 003Lot CATES ADDNPlat 0.00Deeded Acres958 Muni Srvc Other 0.05Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $9,900.00Total $0.00 Sale Value$0.00Improvement 01/01/1900 Date of Sale$9,900.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 43 113 Parcel 44 114 250020091Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 PO BOX 116 Mailing Address VETERANS OF FOREIGN WARS & VFW POST 6208 Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 16306 MAIN AVE SE Address Property Address N 48' OFLegal Description2 SubdivisionName CATES ADDN Lot 1&2 Block 002 SubdivisionCd 25002Legal Description 002Block 1&2Lot CATES ADDNPlat 0.00Deeded Acres300 Commercial 0.13Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)STORE/COMMModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1945Year Built 0Bedrooms11,050AGLA (Sq Ft)N/ABuilding Style Building Information $540,600.00Total $0.00 Sale Value$438,400.00Improvement 01/01/1900 Date of Sale$102,200.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 44 115 Parcel 46 116 250020080Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4646 DAKOTA ST SE Mailing Address PRIOR LAKE CITY OF & CITY MANAGER Taxpayer Name Taxpayer Information PRIOR LAKE, MN 55372 City 16318 MAIN AVE SE Address Property Address N 29.25' OF S 81' OF EX STREETLegal Description2 SubdivisionName CATES ADDN Lot 1&2 Block 002 SubdivisionCd 25002Legal Description 002Block 1&2Lot CATES ADDNPlat 0.00Deeded Acres958 Muni Srvc Other 0.07Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $35,000.00Total $85,000.00 Sale Value$0.00Improvement 05/15/2002 Date of Sale$35,000.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 46 117 Parcel 47 118 250020060Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4646 DAKOTA ST SE Mailing Address PRIOR LAKE,CITY OF & CITY MANAGER Taxpayer Name Taxpayer Information PRIOR LAKE, MN 55372 City 16328 MAIN AVE SE Address Property Address P/O LYING S OF LINE COM PT ON W LINE OF LOT 2 51.75' N OF SW COR, E'ERLY TO PT ON E LINE OF LOT 1 52.79' N OF SE COR & THERE TERM. & LYING W OF LINE COM PT 14' W OF SE COR OF LOT 1 & THERE TERMINATING. Legal Description2 SubdivisionName CATES ADDN Lot 1&2 Block 002 SubdivisionCd 25002Legal Description 002Block 1&2Lot CATES ADDNPlat 0.00Deeded Acres958 Muni Srvc Other 0.11Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $53,500.00Total $135,000.00 Sale Value$0.00Improvement 06/30/2008 Date of Sale$53,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 47 119 Parcel 52 120 250020320Parcel ID NumberProperty Card JORDAN, MN 55352 104 1ST ST W STE A Mailing Address MARK BALLARD PROPERTIES LLC Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4565 PLEASANT ST SE Address Property Address & 17 EX E 15' OF LOT 16Legal Description2 SubdivisionName CATES ADDN Lot 016 Block 003 SubdivisionCd 25002Legal Description 003Block 016Lot CATES ADDNPlat 0.00Deeded Acres100 Res 1 unit 0.29Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)SF RESModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1900Year Built 1Bedrooms3,496AGLA (Sq Ft)RAMBLERBuilding Style Building Information $324,000.00Total $0.00 Sale Value$234,100.00Improvement 01/01/1900 Date of Sale$89,900.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 52 121 Parcel 62 122 250020230Parcel ID NumberProperty Card SHAKOPEE, MN 55379 16602 BRENTWOOD PASS NW Mailing Address FURBER PROPERTIES LLC Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4717 PLEASANT ST SE Address Property Address & E 40' OF 2Legal Description2 SubdivisionName CATES ADDN Lot 001 Block 003 SubdivisionCd 25002Legal Description 003Block 001Lot CATES ADDNPlat 0.00Deeded Acres300 Commercial 0.34Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)STORE/COMMModel Desc 0.00Bathrooms0Garage Size (Sq Ft)1945Year Built 0Bedrooms2,030AGLA (Sq Ft)N/ABuilding Style Building Information $167,500.00Total $305,000.00 Sale Value$73,700.00Improvement 10/31/2017 Date of Sale$93,800.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 62 123 Parcel 63 124 259020720Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 4646 DAKOTA ST SE Mailing Address PRIOR LAKE CITY OF & CITY MANAGER Taxpayer Name Taxpayer Information City Address Property Address SW1/4 NE1/4 COM NE COR BLK 3, CATES ADDN, S TO SE COR, NE TO SE COR BLK 1, W TO POB.Legal Description2 Section 02 Township 114 Range 022Legal Description Block Lot Plat 0.25Deeded Acres958 Muni Srvc Other 0.25Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $16,000.00Total $0.00 Sale Value$0.00Improvement 01/01/1900 Date of Sale$16,000.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 63 125 Parcel 64 126 259020730Parcel ID NumberProperty Card SAVAGE, MN 55378 6433 BROOK LN Mailing Address LANGHORST RANDY W & C/O DELORES LANGHORST Taxpayer Name Taxpayer Information City Address Property Address IN SE1/4 NE1/4Legal Description2 Section 02 Township 114 Range 022Legal Description Block Lot Plat 1.11Deeded Acres140 Res V Land 1.14Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $1,800.00Total $0.00 Sale Value$0.00Improvement 01/01/1900 Date of Sale$1,800.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 64 127 Parcel 65 128 250020030Parcel ID NumberProperty Card BURNSVILLE, MN 55337 350 W BURNSVILLE PKWY STE 150 Mailing Address PLATE ON MAIN LLC Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 16323 MAIN AVE SE Address Property Address N1/2 OF EX COM NW COR, SW 2.35 SE 104.85' TO E LINE, N 31.1' TO NE COR, W ALONG N LINE 100.9' TO POB.Legal Description2 SubdivisionName CATES ADDN Lot 002 Block 001 SubdivisionCd 25002Legal Description 001Block 002Lot CATES ADDNPlat 0.00Deeded Acres300 Commercial 0.17Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)STORE/COMMModel Desc 0.00Bathrooms0Garage Size (Sq Ft)2018Year Built 0Bedrooms3,850AGLA (Sq Ft)N/ABuilding Style Building Information $1,151,900.00Total $225,000.00 Sale Value$942,600.00Improvement 10/13/2017 Date of Sale$209,300.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 65 129 Parcel 66 130 250020020Parcel ID NumberProperty Card MINNEAPOLIS, MN 55417 5024 44 AVE S Mailing Address JOHNSON ROBERT W & CAROL Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 16309 MAIN AVE SE Address Property Address COM SW, E TO SE COR, N 40', NW TO NW COR, S 50' TO POB & P/O LOT 2 COM NW COR, SW 2.35', SE 104.85', N TO NE COR, W 100.9' TO POB.Legal Description2 SubdivisionName CATES ADDN Lot 001 Block 001 SubdivisionCd 25002Legal Description 001Block 001Lot CATES ADDNPlat 0.00Deeded Acres300 Commercial 0.14Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)IND/WRHSEModel Desc 1.00Bathrooms0Garage Size (Sq Ft)1940Year Built 0Bedrooms3,000AGLA (Sq Ft)N/ABuilding Style Building Information $270,000.00Total $0.00 Sale Value$160,700.00Improvement 01/01/1900 Date of Sale$109,300.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 66 131 Parcel 67 132 258010400Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 6665 CASEY PKWY Mailing Address EXTRA INNINGS INC Taxpayer Name Taxpayer Information PRIOR LAKE, MN 55372 City 16299 MAIN AVE SE Address Property Address N'ERLY 5' OFLegal Description2 SubdivisionName CATES ADDN Lot 001 Block 001 SubdivisionCd 25002Legal Description 014Block 002Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.08Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)STORE/COMMModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1938Year Built 0Bedrooms1,800AGLA (Sq Ft)N/ABuilding Style Building Information $179,900.00Total $0.00 Sale Value$134,200.00Improvement 01/01/1900 Date of Sale$45,700.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 67 133 Parcel 68 134 135 250011061Parcel ID NumberProperty Card JORDAN, MN 55352 2280 185TH ST E Mailing Address IMHOLTE PROPERTIES LLC Taxpayer Name Taxpayer Information City Address Property Address P/O LYING N OF LINE COM PT ON S LINE 1-1 CARLSONS HARDWARE ADDN 36.31' E OF SW COR, E TO PT ON E LINE LOT 2, BLK 14 CITY OF PRIOR LAKE 23.66' N OF SE COR & THERE TERMINATING Legal Description2 SubdivisionName CITY OF PRIOR LAKE Lot 002 Block 014 SubdivisionCd 25001Legal Description 014Block 002Lot CITY OF PRIOR LAKEPlat 0.00Deeded Acres300 Commercial 0.00Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $100.00Total $0.00 Sale Value$0.00Improvement 01/01/1900 Date of Sale$100.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 68 136 Parcel 69 137 253690010Parcel ID NumberProperty Card BROWNSVILLE, TX 78526 65 PINAR DEL RIO AVE Mailing Address CARLSON BERNARD J & ETHEL J Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 16281 MAIN AVE SE Address Property Address P/O LYING N OF LINE COM PT ON S LINE 36.31' E OF SW COR LOT 1, W TO PT ON W LINE LOT 1 5.45' N OF SW COR & THERE TERMLegal Description2 SubdivisionName CARLSONS HARDWARE ADDN Lot 001 Block 001 SubdivisionCd 25369Legal Description 001Block 001Lot CARLSONS HARDWARE ADDNPlat 0.00Deeded Acres300 Commercial 0.35Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)STORE/COMMModel Desc 0.00Bathrooms0Garage Size (Sq Ft)1868Year Built 0Bedrooms10,640AGLA (Sq Ft)N/ABuilding Style Building Information $532,000.00Total $450,000.00 Sale Value$266,300.00Improvement 01/01/2012 Date of Sale$265,700.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 69 138 Parcel 70 139 251470021Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 14259 SHORE CREST DR NW Mailing Address CASEY JOHN R & VIKING LIQUOR BARREL Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 16290 HIGHWAY 13 S Address Property Address LYING W OF E 5.8'Legal Description2 SubdivisionName LANGHORST 1ST ADDN Lot 002 Block 001 SubdivisionCd 25147Legal Description 001Block 002Lot LANGHORST 1ST ADDNPlat 0.00Deeded Acres300 Commercial 0.19Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)STORE/COMMModel Desc 0.00Bathrooms0Garage Size (Sq Ft)1970Year Built 0Bedrooms5,496AGLA (Sq Ft)N/ABuilding Style Building Information $435,000.00Total $0.00 Sale Value$291,500.00Improvement 01/01/1900 Date of Sale$143,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 70 140 Parcel 71 141 142 251470010Parcel ID NumberProperty Card PRIOR LAKE, MN 55372 14259 SHORE CREST DR NW Mailing Address CASEY JOHN R & DIANE M Taxpayer Name Taxpayer Information City Address Property Address & E 5.8' OF LOT 2Legal Description2 SubdivisionName LANGHORST 1ST ADDN Lot 001 Block 001 SubdivisionCd 25147Legal Description 001Block 001Lot LANGHORST 1ST ADDNPlat 0.00Deeded Acres300 Commercial 0.16Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $135,300.00Total $0.00 Sale Value$0.00Improvement 01/01/1900 Date of Sale$135,300.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 71 143 Parcel 72 144 251470032Parcel ID NumberProperty Card LAKEVILLE, MN 55044 22405 WAGON WHEEL TRL Mailing Address LE MANAGEMENT PROPERTIES Taxpayer Name Taxpayer Information City Address Property Address Legal Description2 SubdivisionName LANGHORST 1ST ADDN Lot O/L Block 00B SubdivisionCd 25147Legal Description 00BBlock O/LLot LANGHORST 1ST ADDNPlat 0.00Deeded Acres300 Commercial 0.11Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)Model Desc 0.00Bathrooms0Garage Size (Sq Ft)0Year Built 0Bedrooms0AGLA (Sq Ft)Building Style Building Information $44,900.00Total $0.00 Sale Value$0.00Improvement 01/01/1900 Date of Sale$44,900.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 72 145 Parcel 73 146 251470031Parcel ID NumberProperty Card LAKEVILLE, MN 55044 22405 WAGON WHEEL TRL Mailing Address LE MANAGEMENT PROPERTIES Taxpayer Name Taxpayer Information Prior Lake, MN 55372 City 4770 PLEASANT ST SE Address Property Address N 76.61' OFLegal Description2 SubdivisionName LANGHORST 1ST ADDN Lot 003 Block 001 SubdivisionCd 25147Legal Description 001Block 003Lot LANGHORST 1ST ADDNPlat 0.00Deeded Acres300 Commercial 0.38Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)STORE/COMMModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1995Year Built 0Bedrooms6,569AGLA (Sq Ft)N/ABuilding Style Building Information $667,800.00Total $145,000.00 Sale Value$490,600.00Improvement 01/01/1994 Date of Sale$177,200.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 73 147 Parcel 74 148 251470030Parcel ID NumberProperty Card LAKEVILLE, MN 55044 22405 WAGON WHEEL TRL Mailing Address LE MANAGEMENT PROPERTIES Taxpayer Name Taxpayer Information City Address Property Address EX N'ERLY 76.61'Legal Description2 SubdivisionName LANGHORST 1ST ADDN Lot 003 Block 001 SubdivisionCd 25147Legal Description 001Block 003Lot LANGHORST 1ST ADDNPlat 0.00Deeded Acres300 Commercial 0.36Calculated AcresUses Parcel Information 0Basement Finish (Sq Ft)0Basement Size (Sq Ft)STORE/COMMModel Desc 2.00Bathrooms0Garage Size (Sq Ft)1995Year Built 0Bedrooms1,740AGLA (Sq Ft)N/ABuilding Style Building Information $270,300.00Total $900,000.00 Sale Value$108,800.00Improvement 07/25/2002 Date of Sale$161,500.00Land Last Sale2019 Values (Payable 2020)Estimated Market Value Assessor Information NNN2001ISD 0719 PRIOR LAKE Ag PreserveGreen AcresHomestead StatusTaxing District CodeSchool District Miscellaneous Information Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Scott County, MN Parcel 74 149 Appendix D: Open House Feedback Report f or 2021 D owntown Sout h Reconstruction C o m p le t i o n R a t e :7 0 % Co mp le te 1 4 Pa rtial 6 T o t a ls : 2 0 Res p o ns e Co unt s 1 1. Wha t is y o ur level o f s up p o rt f o r t he p arallel p arking o p t io n o n Co lo rad o S t reet ? 33 % Do Not S upport33% Do Not S upport 13% Neutral13% Neutral 4 0% Support40% Support 1 3% Strongly Support13% Strongly Support Va lue Pe rce nt Re s p o ns e s Do No t S up p o rt 3 3 .3 %5 Ne utra l 1 3 .3 %2 S up p o rt 40 .0 %6 S tro ng ly S up p o rt 1 3 .3 %2 T o t a l s : 1 5 2 2. Wha t is y o ur level o f s up p o rt f o r t he ang led p arking o p t io n o n Co lo rad o S t reet ? 7 % Strongly Do Not Support7% Strongly Do Not Support 13 % Do Not Support13% Do Not Support 27 % Ne utral27% Ne utral 33 % Support33% Support 2 0 % S trongly S upport20% S trongly S upport Va lue Pe r c e nt Re s p o ns e s S tro ng ly Do No t S up p o rt 6.7 %1 Do No t S up p o rt 1 3.3 %2 Ne utra l 2 6.7 %4 S up p o rt 3 3.3 %5 S tro ng ly S up p o rt 20 .0 %3 T o t a l s : 1 5 3 3. Wha t is y o ur level o f s up p o rt f o r t he o ne-wa y s t reet o p t io n o n C o lo ra d o S t reet ? 47 % Strongly Do Not Support47% Strongly Do Not Support 2 7% Do Not Support27% Do Not Support 13% Ne utral13% Ne utral 1 3% Support13% Support Va lue Pe r c e nt Re s p o ns e s S tro ng ly Do No t S up p o rt 4 6.7 %7 Do No t S up p o rt 2 6.7 %4 Ne utra l 1 3.3 %2 S up p o rt 1 3.3 %2 T o t a l s : 1 5 4 4. Wha t is y o ur level o f s up p o rt f o r mid -blo c k c ro s s walks o n Co lo rado S t reet ? 2 7% Neutra l27% Neutra l 33% Support33% Support 4 0 % Strongly S upport40% Strongly S upport Va lue Pe rce nt Re s p o ns e s Ne utra l 2 6 .7 %4 S up p o rt 3 3 .3 %5 S tro ng ly S up p o rt 40 .0 %6 T o t a l s : 1 5 5 5. Wha t is y o ur level o f s up p o rt f o r f la s hing c ro s s ing b ea c o ns o n Co lo ra d o S t reet ? 40% Nea utra l40% Nea utra l 3 3% Support33% Support 27% Strongly Support27% Strongly Support Va lue Pe rce nt Re s p o ns e s Ne a utral 40 .0 %6 S up p o rt 3 3 .3 %5 S tro ng ly S up p o rt 2 6 .7 %4 T o t a l s : 1 5 6 7. Wha t is y o ur level o f s up p o rt f o r ang led p arking o n Main A v enue? 1 4% Neutra l14% Neutra l 5 7% Support57% Support 2 9% Strongly Support29% Strongly Support Va lue Pe rce nt Re s p o ns e s Ne utra l 1 4 .3 %2 S up p o rt 57 .1 %8 S tro ng ly S up p o rt 2 8 .6 %4 T o t a l s : 1 4 8 8. Wha t is y o ur level o f s up p o rt f o r b ump -o ut s a t t he Main A venue/C o lo ra d o S t reet int ers ec t io n? 7 % Do Not Support7% Do Not Support 2 1 % Ne utra l21% Ne utra l 3 6 % S upport36% S upport 36% Strongly Support36% Strongly Support Va lue Pe rce nt Re s p o ns e s Do No t S up p o rt 7 .1 %1 Ne utra l 2 1 .4 %3 S up p o rt 3 5.7 %5 S tro ng ly S up p o rt 3 5.7 %5 T o t a l s : 1 4 9 10 . Wha t is yo ur level o f s up p o rt f o r p a ra llel p a rking o n P leas a nt S t reet ? 8% Do Not Support8% Do Not Support 31 % Ne utral31% Ne utral 4 6% Support46% Support 1 5 % S trongly S upport15% S trongly S upport Va lue Pe rce nt Re s p o ns e s Do No t S up p o rt 7 .7 %1 Ne utra l 3 0 .8 %4 S up p o rt 4 6 .2 %6 S tro ng ly S up p o rt 1 5.4 %2 T o t a l s : 1 3 11 11. Wha t is y o ur level o f s up p o rt f o r b ump -o ut s a t t he Main A venue/P leas ant S t reet int ers ec t io n? 8% Do Not Support8% Do Not Support 2 3 % Ne utra l23% Ne utra l 3 9 % S upport39% S upport 31 % Strongly Support31% Strongly Support Va lue Pe rce nt Re s p o ns e s Do No t S up p o rt 7 .7 %1 Ne utra l 2 3 .1 %3 S up p o rt 3 8 .5%5 S tro ng ly S up p o rt 3 0 .8 %4 T o t a l s : 1 3 12 18. Wha t is y o ur relat io ns hip t o t he p ro jec t a rea ?PercentI live in the proje ct area I live n e ar the p roje ct area I wo rk in th e p ro ject a rea I commu te th ro u g h o r use tra nsit in th e p ro ject a re a I visit businesse s in the proje ct a rea I am ju st inte re ste d 0 1 0 2 0 3 0 4 0 5 0 Va lue Per cent Re s p o ns e s I live in the p ro je ct are a 21 .4%3 I live ne ar the p ro je ct a re a 21 .4%3 I wo rk in the p ro je ct are a 14 .3%2 I co mmute thro ug h o r use tra nsit in the p ro je ct are a 14 .3%2 I visit b usine sse s in the p ro je ct are a 42 .9%6 I am just inte re ste d 3 5.7%5 19 (612) 357-7270PLDowntownSouth.com nicole.schmidt@bolton-menk.com Fall 2020 Feedback SUMMARY What’s Next? What We Heard What We Shared We shared project layouts, informational boards and a narrated video to discuss the selected alternative, schedule, parking, and other project topics. General support for angled parking General support for RRFB at crossings General opposition due to its size, aesthetic, and overall impact on the neighborhood Desire for street and parking lot lighting Desire to coordinate full replacement of business services Concern about access to businesses and homes during construction Desire for benches, trees/plants, and public art along the corridors Concern about cost of roadway improvements and VFW redevelopment One-on-one Business Meetings Oct. 15th In-Person Open House Oct. 22nd Virtual Open House Oct. 22nd - Nov. 5th (2 weeks) Stay Connected! Sign up for project updates: PLDowntownSouth.com Have questions or concerns? nicole.schmidt@bolton-menk.com The project team will finalize the preferred project designs and begin making plans for construction, which is anticipated to take place from April 2022 through October 2022. The VFW redevelopment is currently expected to begin during the summer of 2021. Roadway Construction APRIL-OCT 2022 VFW Redevelopment Construction 2021 - 2022 Appendix E: Parking Evaluation Existing On-Street Parking Evaluation DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE PROJECT NO. T18.120665 February 2021 LOCATION FROM TO # PARKING SPOTS NORTH SIDE OF COLORADO STREET DULUTH AVENUE ARCADIA AVENUE 0 SOUTH SIDE OF COLORADO STREET DULUTH AVENUE ARCADIA AVENUE 9 NORTH SIDE OF COLORADO STREET ARCADIA AVENUE MAIN AVENUE 7 SOUTH SIDE OF COLORADO STREET ARCADIA AVENUE MAIN AVENUE 11 WEST SIDE OF MAIN AVENUE PLEASANT STREET CR 21 12 EAST SIDE OF MAIN AVENUE PLEASANT STREET CR 21 12 NORTH SIDE OF PLEASANT STREET DULUTH AVENUE MAIN AVENUE 24 SOUTH SIDE OF PLEASANT STREET DULUTH AVENUE MAIN AVENUE 32 NORTH SIDE OF PLEASANT STREET MAIN AVENUE TH 13 0 SOUTH SIDE OF PLEASANT STREET MAIN AVENUE TH 13 30 137 EXISTING PUBLIC ON-STREET PARKING SPOTS TOTAL EXISTING PUBLIC ON-STREET PARKING SPOTS Proposed On-Street Parking in Option 1 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE PROJECT NO. T18.120665 February 2021 LOCATION FROM TO # PARKING SPOTS NORTH SIDE OF COLORADO STREET DULUTH AVENUE ARCADIA AVENUE 0 SOUTH SIDE OF COLORADO STREET DULUTH AVENUE ARCADIA AVENUE 9 NORTH SIDE OF COLORADO STREET ARCADIA AVENUE MAIN AVENUE 9 SOUTH SIDE OF COLORADO STREET ARCADIA AVENUE MAIN AVENUE 20 WEST SIDE OF MAIN AVENUE PLEASANT STREET CR 21 13 EAST SIDE OF MAIN AVENUE PLEASANT STREET CR 21 14 NORTH SIDE OF PLEASANT STREET DULUTH AVENUE MAIN AVENUE 31 SOUTH SIDE OF PLEASANT STREET DULUTH AVENUE MAIN AVENUE 32 NORTH SIDE OF PLEASANT STREET MAIN AVENUE TH 13 5 SOUTH SIDE OF PLEASANT STREET MAIN AVENUE TH 13 21 154 PROPOSED PUBLIC ON-STREET PARKING SPOTS TOTAL PROPOSED PUBLIC ON-STREET PARKING SPOTS Proposed On-Street Parking in Option 2 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE PROJECT NO. T18.120665 February 2021 LOCATION FROM TO # PARKING SPOTS NORTH SIDE OF COLORADO STREET DULUTH AVENUE ARCADIA AVENUE 0 SOUTH SIDE OF COLORADO STREET DULUTH AVENUE ARCADIA AVENUE 9 NORTH SIDE OF COLORADO STREET ARCADIA AVENUE MAIN AVENUE 9 SOUTH SIDE OF COLORADO STREET ARCADIA AVENUE MAIN AVENUE 32 WEST SIDE OF MAIN AVENUE PLEASANT STREET CR 21 13 EAST SIDE OF MAIN AVENUE PLEASANT STREET CR 21 14 NORTH SIDE OF PLEASANT STREET DULUTH AVENUE MAIN AVENUE 31 SOUTH SIDE OF PLEASANT STREET DULUTH AVENUE MAIN AVENUE 32 NORTH SIDE OF PLEASANT STREET MAIN AVENUE TH 13 5 SOUTH SIDE OF PLEASANT STREET MAIN AVENUE TH 13 21 166 PROPOSED PUBLIC ON-STREET PARKING SPOTS TOTAL PROPOSED PUBLIC ON-STREET PARKING SPOTS Proposed On-Street Parking in Option 3 DOWNTOWN SOUTH RECONSTRUCTION CITY OF PRIOR LAKE PROJECT NO. T18.120665 February 2021 LOCATION FROM TO # PARKING SPOTS NORTH SIDE OF COLORADO STREET DULUTH AVENUE ARCADIA AVENUE 0 SOUTH SIDE OF COLORADO STREET DULUTH AVENUE ARCADIA AVENUE 9 NORTH SIDE OF COLORADO STREET ARCADIA AVENUE MAIN AVENUE 9 SOUTH SIDE OF COLORADO STREET ARCADIA AVENUE MAIN AVENUE 29 WEST SIDE OF MAIN AVENUE PLEASANT STREET CR 21 14 EAST SIDE OF MAIN AVENUE PLEASANT STREET CR 21 16 NORTH SIDE OF PLEASANT STREET DULUTH AVENUE MAIN AVENUE 31 SOUTH SIDE OF PLEASANT STREET DULUTH AVENUE MAIN AVENUE 32 NORTH SIDE OF PLEASANT STREET MAIN AVENUE TH 13 5 SOUTH SIDE OF PLEASANT STREET MAIN AVENUE TH 13 21 166 PROPOSED PUBLIC ON-STREET PARKING SPOTS TOTAL PROPOSED PUBLIC ON-STREET PARKING SPOTS Appendix F: Geotechnical Evaluation Geotechnical Evaluation and Environmental S creening Report Downtown South 2021 Road Reconstruction Project Colorado Street, Pleasant Street and Main Avenue Prior Lake, Minnesota Prepared for Bolton & Menk, Inc. Professional Certification: 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. Neil G. Lund, PE Senior Engineer License Number: 46212 April 3, 2020 Project B1910083 Braun Intertec Corporation AA/EOE Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com April 3, 2020 Project B2001652 Mr. Brad Fisher, PE Bolton & Menk, Inc. 12224 Nicollet Avenue Burnsville, MN 55337-1649 Re: Geotechnical Evaluation and Environmental Screening Report Downtown South 2021 Road Reconstruction Project Colorado Street, Pleasant Street and Main Avenue Prior Lake, Minnesota Dear Mr. Fisher: We are pleased to present this Geotechnical Evaluation and Environmental Screening Report for the proposed 2021 Downtown South Road Reconstruction Project in Prior Lake, Minnesota. Thank you for making Braun Intertec your geotechnical and environmental consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please contact Neil Lund at 952.995.2284 (nlund@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION Neil G. Lund, PE Senior Engineer Valerie L. Wood Senior Scientist Bryan C. Field, PE Account Leader, Senior Engineer Table of Contents Description Page A. Introduction ...................................................................................................................................... 1 A.1. Project Description .............................................................................................................. 1 A.2. Site Conditions..................................................................................................................... 2 A.3. Purpose ................................................................................................................................ 2 A.4. Background Information and Reference Documents .......................................................... 3 A.5. Scope of Services ................................................................................................................. 3 B. Results .............................................................................................................................................. 4 B.1. Geologic Overview .............................................................................................................. 4 B.2. Boring Results ...................................................................................................................... 5 B.3. Groundwater ....................................................................................................................... 6 B.4. Laboratory Test Results ....................................................................................................... 7 B.5. Environmental Results ......................................................................................................... 8 B.5.a. Desktop Environmental Review ............................................................................. 8 B.5.a. Environmental Screening Results ........................................................................... 9 C. Recommendations ......................................................................................................................... 10 C.1. Design and Construction Discussion ................................................................................. 10 C.1.a. Pavement Reclamation/Reuse ............................................................................. 10 C.1.b. Pavement Subgrade Reuse and Drainage ............................................................ 11 C.1.c. Utilities ................................................................................................................. 12 C.2. Pavements ......................................................................................................................... 12 C.2.a. Pavement Subgrade Preparation ......................................................................... 12 C.2.b. Pavement Subgrade Proofroll .............................................................................. 13 C.2.c. Engineered Fill Materials and Compaction .......................................................... 13 C.2.d. Pavement Design Sections ................................................................................... 15 C.2.e. Pavement Materials Placement ........................................................................... 16 C.3. Utility Replacement ........................................................................................................... 16 C.3.a. Excavation Oversizing ........................................................................................... 16 C.3.b. Utility Subgrade Stabilization ............................................................................... 16 C.3.c. Excavated Slopes .................................................................................................. 16 C.3.d. Selection, Placement and Compaction of Backfill ................................................ 17 C.3.e. Excavation Dewatering ......................................................................................... 17 C.3.f. Corrosion Potential .............................................................................................. 17 D. Procedures...................................................................................................................................... 17 D.1. Penetration Test Borings ................................................................................................... 17 D.2. Exploration Logs ................................................................................................................ 18 D.2.a. Log of Boring Sheets ............................................................................................. 18 D.2.b. Geologic Origins ................................................................................................... 18 D.3. Material Classification and Testing ................................................................................... 18 D.3.a. Visual and Manual Classification .......................................................................... 18 D.3.b. Laboratory Testing ............................................................................................... 19 D.4. Groundwater Measurements ............................................................................................ 19 E. Qualifications .................................................................................................................................. 19 E.1. Variations in Subsurface Conditions .................................................................................. 19 E.1.a. Material Strata ..................................................................................................... 19 E.1.b. Groundwater Levels ............................................................................................. 19 Table of Contents (continued) Description Page E.2. Continuity of Professional Responsibility .......................................................................... 20 E.2.a. Plan Review .......................................................................................................... 20 E.2.b. Construction Observations and Testing ............................................................... 20 E.3. Use of Report..................................................................................................................... 20 E.4. Standard of Care ................................................................................................................ 20 Appendix Soil Boring Location Sketch Log of Boring Sheets ST-1 to ST-10 Descriptive Terminology of Soil Soil Analytical Table Laboratory Analytical Reports Pavement ESAL Calculations MnPAVE-Flexible Design Output (highest traffic case) A. Introduction A.1. Project Description This Geotechnical Evaluation an Environmental Screening Report addresses the proposed 2021 improvements in the Downtown South area of Prior Lake, Minnesota, including portions of Main Avenue SE, Colorado Street SE and Pleasant Street, SE. The extent of the project can be seen below in Figure 1. Proposed work includes street reconstruction and reconfiguration along with complete utility replacement (sanitary, water, and storm). The total length of the three streets is approximately 3,200 feet. The three streets proposed for reconstruction are part of the MnDOT Municipal State Aid System (MSAS routes). Table 1. Project Description Project Component Description Source Pavement type(s) Bituminous Assumed based on in-place pavements Pavement loads Colorado Street SE (MSAS 131): 50,000 ESALs* Main Avenue SE (MSAS 119): 260,000 ESALs Pleasant Street SE (MSAS 102): 150,000 ESALs State Aid 10-ton ESAL Calculator “Urban” default traffic distribution Growth per previous counts, minimum 0.5 percent annual. See Appendix for complete results Grade changes Less than 3 feet Assumed Utilities Storm sewer, water main and sanitary sewer replacement Maximum utility depth of approximately 15 feet Bolton & Menk, Inc. (BMI) *Equivalent 18,000-lb single axle loads based on 20-year design. Use 50,000 minimum for design. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 2 Figure 1. Project Limits Figure provided by Bolton & Menk, Inc. A.2. Site Conditions The in-place streets are bituminous-surfaced with urban sections with concrete curb and gutter. The project area zoning is “Town Center/Transitional Town Center,” which includes a mix of single-family housing (primarily to the west) and commercial property (to the east). Street grades are rolling, with grades at the boring locations between 937.4 to 949.7 feet above mean sea level (MSL). A.3. Purpose The purpose of our geotechnical evaluation was to characterize subsurface geologic conditions at selected exploration locations, evaluate their impact and provide recommendations for use in the design and construction of the Colorado Street, Pleasant Street and Main Avenue Reconstruction. The purpose of the environmental screening was to identify possible contamination at the geotechnical boring locations. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 3 A.4. Background Information and Reference Documents We reviewed the following information: Communications with BMI regarding the proposed street and utility rehabilitation. Aerial imagery of the site provided by BMI and available on Google Earth. Geologic map C-17 Geologic Atlas of Scott County, Minnesota prepared by the Minnesota Geological Survey and dated 2006. Minnesota Pollution Control Agency’s (MPCA’s) What’s In My Neighborhood (WIMW) online database as part of the desktop environmental review. We have described our understanding of the proposed construction and site to the extent others reported it to us. Depending on the extent of available information, we may have made assumptions based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, the project team should notify us. New or changed information could require additional evaluation, analyses and/or recommendations. A.5. Scope of Services We performed our scope of services for the project in accordance with our Proposal for a Geotechnical Evaluation and Environmental Services to BMI dated January 30, 2020. Our scope for environmental services was later modified via e-mail to BMI on February 18, 2020. The following list describes the geotechnical and environmental tasks completed in accordance with our authorized scope of services. Reviewing the background information and reference documents previously cited. Staking and clearing the exploration location of underground utilities. The City of Prior Lake identified the general exploration locations and we staked them in the field. We acquired the surface elevations and locations with GPS technology using the State of Minnesota’s permanent GPS base station network. The Soil Boring Location Sketch included in the Appendix shows the approximate locations of the borings. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 4 Performing a desktop environmental review prior to the geotechnical evaluation and field screening activities. Performing eight (8) standard penetration test (SPT) borings, denoted as ST-1 to ST-8, to a nominal depth of 10 feet below grade across the site. Monitoring soil samples in the field during soil boring activities near locations of environmental concern as identified in the desktop study. Soil samples were evaluated in the field for indications of contamination including staining, odor, and presence of debris. In addition, headspace organic vapor measurements were collected using a photoionization detector (PID). Performing laboratory testing on select samples to aid in soil classification and engineering analysis. Analysis of six soil samples for volatile organic compounds (VOCs), polycyclic aromatic hydrocarbons (PAHs), diesel range organics (DRO), gasoline range organics (GRO), and the eight Resource Conservation and Recovery Act (RCRA) metals. Preparing this report containing a boring location sketch, logs of soil borings, a summary of the soils encountered, results of laboratory tests, and recommendations for pavement subgrade preparation, pavement design and utility improvements. B. Results B.1. Geologic Overview Based on the review of geologic information and our experience, the native soils consist of a mix of sandy outwash/ice-contact deposits and clayey glacial till. We based the geologic origins used in this report on the soil types and laboratory testing, and available common knowledge of the geological history of the site. Because of the complex depositional history, geologic origins can be difficult to ascertain. We did not perform a detailed investigation of the geologic history for the site. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 5 B.2. Boring Results Table 2 contains summaries of the pavement thicknesses encountered in each of the borings. Note that aggregate base was observed and measured in the field by the drill crew and does not imply conformance with MnDOT standard specifications (e.g. Class 5). The aggregate base thicknesses should also be considered approximate. Table 2. Pavement Section Summary Street Location Bituminous Thickness (inches) Apparent Aggregate Base Thickness (inches) Colorado Street SE ST-1 7 9 ST-2 6 5 ST-3 5 7 Main Avenue SE ST-4 6 6 ST-5 6 6 Pleasant Avenue SE ST-6 4 11 ST-7 6 7 ST-8 4 3 Table 3 provides a summary of the soil boring results, in the general order we encountered the strata. Please refer to the Log of Boring sheets in the Appendix for additional details. The Descriptive Terminology of Soil sheet in the Appendix includes definitions of abbreviations used in Table 3. For simplicity in this report, we define fill to mean existing, uncontrolled, or undocumented fill. Table 3. Subsurface Profile Summary* Strata Soil Type - ASTM Classification Range of Penetration Resistances Commentary and Details Pavement section --- --- See Table 2 above. Fill SP, SP-SM, SM, SC, CL 5 to 26 BPF** Variable, soils intermixed; more often granular. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 6 Strata Soil Type - ASTM Classification Range of Penetration Resistances Commentary and Details Extended to depths ranging from 4 to 7 feet where present. Not noted in ST-6 or ST-7. Moisture condition generally moist. Glacial outwash SP, SP-SM, SM 1 to 30 BPF Relative density from very loose to dense; generally medium dense. Appeared to directly underlay the pavement materials in ST-6 and ST-7. Generally brown in color. Variable amounts of gravel; can contain cobbles and boulders. Moisture condition ranged from moist to wet. Glacial till SC, CL 8 to 19 BPF Underlay outwash soils in ST-6, and fill soils in ST-8. Consistency mostly medium. Brown and gray in color, with rust staining in ST-6. Pushed rock by sampler at depth in ST-8 may indicate the presence of cobbles and/or boulders. Moisture condition ranged from moist to wet. *Abbreviations defined in the attached Descriptive Terminology of Soil sheet. ** BPF – blows per foot. B.3. Groundwater Groundwater was observed while drilling at ST-1 and ST-2. Table 4 summarizes the depths where we observed groundwater; the attached Log of Boring sheets in the Appendix also include this information and additional details. Table 4. Groundwater Summary Location Surface Elevation Measured or Estimated Depth to Groundwater (ft) Corresponding Groundwater Elevation* (ft) ST-1 938.2 10 928 ST-2 941.8 12 1/2 929 1/2 *Rounded to nearest 1/2 foot. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 7 At the time of our observation, the groundwater surface elevation appeared to be about elevation ranging from 928 to 829 1/2 feet above MSL. Borings ST-6 and ST-8, which extended to near these elevations, did not encounter water during drilling. Although moisture contents suggest it was groundwater was not present, the gray color and rust staining of the cohesive soils suggests water could occasionally be present in these areas. If the project team identifies a need for more accurate determination of groundwater depth, we can install piezometers. Project planning should anticipate seasonal and annual fluctuations of groundwater. B.4. Laboratory Test Results We performed moisture content (MC) tests (per ASTM D2216) on selected samples to aid in our classifications and estimations of the materials’ engineering properties. The Log of Boring Sheets attached in the Appendix present the results of the MC tests in the “MC” column. We performed wash loss (P200) tests (per ASTM D1140) on a selected sample to determine the reusability of the material within new and reconstructed embankments. The Log of Boring sheets in the Appendix show the results of the OC test in the “Tests or Remarks” column. Table 5 presents the results of our laboratory tests. The results at depth in ST-1 are indicative of the state of sandy soils below the water table, which were above their optimum moisture contents (OMC) for compaction; shallower sandy soils (ST-1 and ST-4) were slightly below their OMCs for compaction. Clayey soils (ST-2, ST-6, ST-8) were near their OMCs for compaction. Table 5. Laboratory Classification Test Results Location Sample Depth (ft) Classification Moisture Content (w, %) P200 (%) ST-1 2 1/2 Poorly graded sand (SP) 4 --- ST-1 12 1/2 Silty sand (SM) 24 17 ST-2 2 1/2 Clayey sand (SC) 10 --- ST-4 2 1/2 Poorly graded sand with silt (SP-SM) 5 8 ST-6 12 1/2 Sandy lean clay (CL) 15 56 ST-8 7 1/2 Clayey sand (SC) 11 29 Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 8 B.5. Environmental Results B.5.a. Desktop Environmental Review Prior to conducting environmental screening of the geotechnical borings, Braun Intertec completed a Desktop Environmental Review to identify potential contamination sources in the vicinity area of the corridor that may impact the construction of the project. Based on the regulatory review, we noted that the corridor is located in an area of mixed residential, commercial, industrial, and railroad use properties. The results of the Phase I ESA desktop review identified the following sites immediately adjacent to the proposed road construction project: Two hazardous waste generators; including CJs Inboard Marine Specialties located at 4636 Colorado Street SE and Kramer Chiropractic Health Center Ltd. located 4646 Colorado Street SE. Multiple sites with registered underground storage tanks: including Saint Michaels School, Sebastian Automotive, and a rental property located at 16328 Main Avenue. Church of Saint Michael School, located at 16400 Duluth Avenue SE – listed as a Petroleum Remediation and as a closed tank leak site, closure granted in 2000. Premier Dance Academy, located at 4616 Colorado Street - listed as a Petroleum Remediation and as a closed tank leak site, closure granted in 2007. Scott/Rice Telephone Co., located at 4690 Colorado Street – listed as a Petroleum Remediation and as a closed tank leak site, closure granted in 1993. Scott County Highway Dept., located at Main Avenue SE and County Road 21 - listed as a Petroleum Remediation and as a closed tank leak site, closure granted in 1989. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 9 B.5.a. Environmental Screening Results During the geotechnical soil boring activities, subsurface materials encountered at the borings were monitored by an environmental field technician. Soils were classified in the field and indications of contamination including staining and odors were documented, if detected. In addition, soil samples were screened for the presence of organic vapors with a PID using the headspace method of analysis recommended by the MPCA. The purpose of the environmental screening was to assess for the potential of encountering contamination during construction of the project. The results of the environmental screening indicated that PID readings in all the borings ranged from 0.6 to 2.4 per million (ppm). These concentrations are within background levels. Additional field indications of impacts (such as staining, odor, or debris) were not observed in any of the soil samples collected during the drilling activities with the exception of boring ST-8 where a bituminous-like odor and small bituminous chucks were observed from 8 to 10 feet bgs. PID readings, as well as other observations made during the boring activities, are included on the log of boring sheets included in the Appendix. Six soil samples were collected for laboratory analysis of VOCs, PAHs, DRO, GRO, and 8 RCRA metals from borings ST-1, ST-2, ST-4, ST-6 and ST-7 from the 2.5 to 5-foot depth interval, corresponding to depths where fill material was encountered and anticipated construction depths. The 7.5 to 10-foot depth interval from boring ST-8 was submitted for analysis corresponding to the interval with bituminous and bituminous-like odor. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 10 The analytical results indicated the following: PAHs were detected above the reporting limits in all of the soil samples collected for PAH analysis. None of the detected concentrations of PAHs exceeded the regulatory standards. However, the calculated benzo (a) pyrene (BaP) equivalent concentration, exceeded the residential Soil Reference Value (SRV) and Soil Leaching Value (SLV) in 3 of the 6 soil samples at borings ST-1, ST-2 and ST-8. The BaP equivalent is the calculated concentration of carcinogenic PAHs. Concentrations of various eight RCRA metals were detected but within natural occurrence concentrations in the soil samples. VOCs and GRO concentrations were not detected above reporting limits. DRO concentrations were detected above the reporting limits in all of the samples collected for DRO analysis at concentrations ranging from 14.5 milligrams per kilogram (mg/kg) to 180 mg/kg. There are no established MPCA Soil Reference Values (SRVs) or Soil Leaching Values (SLVs) for DRO. However, the MPCA considers excavated soil with DRO concentrations greater than 100 mg/kg to be “regulated fill.” DRO concentrations exceeded the “regulated fill” criteria in two of the samples collected from borings ST-1 and ST-8 during this investigation. The soil analytical results are summarized in the Soil Analytical Results Table included in the Appendix. The laboratory analytical report is attached. We discuss the implications of these results in Section C.1.b. C. Recommendations C.1. Design and Construction Discussion C.1.a. Pavement Reclamation/Reuse If pavement materials are to be reused by reclamation, removal, stockpiling, and replacement, a 10-inch full-depth reclamation (FDR) depth will, based on the measurements from the borings, avoid subgrade soils through much of the project area. Variation of existing pavement depth should also be anticipated. There is the possibility the reclaimed material can be excessively sandy or become contaminated with Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 11 clayey soil if the pavement section is locally thin or the reclaim depth is increased substantially beyond 10 inches. We recommend implementing thorough quality control practices, including frequent sieve analyses, to achieve a desirable gradation of the reclaimed material. We also suggest that the contractor assume some contingency for importing clean, crushed rock that can be blended with the reclaimed material to improve the uniformity of the resulting gradation prior to any direct reuse as an aggregate base. C.1.b. Pavement Subgrade Reuse and Drainage Based on the soil boring results, we anticipate the pavement subgrades will generally consist of poorly graded sand (with silt) and silty sand with lesser amount of lean clay/clayey sand. Since grade changes are not proposed, the subgrade soils present beneath the existing roads will generally be suitable for pavement support in their current condition with the following considerations: Any silty and clayey soils present in the subgrade, similar to those encountered in ST-6 and ST-8, will be more susceptible to strength loss upon exposure to moisture or traffic and should be protected to the extent possible. The silty and clayey soils will be variable in their drainage rates, while the granular soils will be more consistently free-draining. A subbase would further improve drainage and uniformity and reduce frost heave; given the majority of the subgrade soils, however, new pavements can still perform well without one. We provide a pavement design below for each option. Results of the environmental screening and sampling indicated that contaminant levels detected at borings ST-1, ST-2 and ST-8 are considered “regulated fill.” The soil at these boring locations may be reused onsite on the project provided that they are geotechnically suitable (see above) and provided that the soil is consistent with what was observed during this investigation. If excess fill is generated during construction at these boring locations, offsite disposal of this material may be required. In addition, if other indications of contamination are observed in site soils or groundwater (i.e., sheen/staining, odor, or debris) the contractor should immediately stop and an environmental consultant be brought to the project to evaluate these materials. We recommend that the project’s specifications include contingency items (i.e., MnDOT 1717) in the event that unanticipated contamination is encountered during construction. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 12 C.1.c. Utilities The reuse of the utility trench backfill soils will have potential impacts on the pavement subgrades. If the backfill is not properly compacted, there is the potential for subgrade instability and settlement (and premature deterioration) of the pavement surface. We anticipate that most of the trench soils will consist of granular soils with some silt, with possible exceptions near the southern portion of the project (Pleasant Avenue SE), where clayey soils were encountered during drilling. Depending on the conditions at the time of excavation, watering or drying (moisture conditioning) of the soils may be necessary to achieve the levels of compaction recommended. As mentioned above, moisture conditioning, soil removal, or replacement may be needed in the areas where silty and clayey soils are present, though these soils appeared to be near their OMC at the time of our field evaluation. Care should be used to avoid disturbance of the soils supporting utilities or impacting the utilities themselves during pavement removals and reconstruction. C.2. Pavements C.2.a. Pavement Subgrade Preparation We recommend the following steps for pavement subgrade preparation, understanding the reconstruction will generally match existing grades. 1. Remove or reclaim and stockpile/windrow the pavement as described in Section C.1.a. 2. Once the roadway sections are cut to grade, have a geotechnical representative observe the excavated subgrade to evaluate if additional subgrade improvements are necessary. We recommend extending excavations outward from the bottom of the subgrade elevation at a slope of 1H:1V (horizontal:vertical) or flatter. 3. Scarify, moisture condition, and surface compact to at least 100 percent of Standard Proctor density (non-granular soils) or to the requirements of the MnDOT penetration index method (granular soils). 4. Place pavement engineered fill to grade where required and compact in accordance with Section C.2.e to bottom of pavement section. 5. Proofroll the pavement subgrade as described in Section C.2.b. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 13 C.2.b. Pavement Subgrade Proofroll After preparing the subgrade as described above and prior to the placement of the sand subbase or aggregate base/reclaim, where it is windrowed, we recommend proofrolling the subgrade soils with a fully loaded tandem-axle truck. We also recommend having a geotechnical representative observe the proofroll. Areas that fail the proofroll likely indicate soft or weak soils that will require additional correction work to support pavements. The contractor should correct areas that display yielding or rutting greater than 1 inch under wheel traffic during the proofroll, as determined by the geotechnical representative. Possible options for subgrade correction include moisture conditioning and recompaction, subcutting and replacement with soil or crushed aggregate, chemical stabilization and/or geotextiles. We recommend performing a second proofroll after the aggregate base material is in place, and prior to placing bituminous pavement. C.2.c. Engineered Fill Materials and Compaction The on-site soils with an organic content less than 5 percent and free of debris are suitable for reuse as trench backfill. The limited quantity of fine-grained soils, such as those present in Borings ST-6 and ST-8, will be more difficult to compact if wet, allowed to become wet, or if spread and compacted over wet surfaces. If imported material is to be used, Table 6 contains our recommendations for engineered fill. Similar materials compared to existing should be used to the degree possible; as such, we recommend that imported fill meet the requirements of MnDOT granular material in areas with sandy soils. Table 6. Engineered Fill Materials* Locations To Be Used Engineered Fill Classification Possible Soil Type Descriptions Gradation Additional Requirements Pavement subgrades Trench backfill Embankment fill (areas with sandy soils) MnDOT granular material SP, SP-SM, SM See MnDOT 3149.2.B.1 --- Pavement subgrades Trench backfill MnDOT select grading SP, SP-SM, SC, CL MnDOT 2106 < 80% silt < 6% OC Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 14 Embankment fill (areas with clayey soils soils) Pavement subbase/drainage layer Non-frost-susceptible Utility bedding (dry or moist conditions) Free-draining Non-frost- susceptible fill MnDOT select granular GP, GW, SP, SP-SM, SW See MnDOT 3149.2.B.2 --- Utility bedding (wet or unstable conditions)* Coarse aggregate bedding GP, GW, SP, SW 100% passing 1 1/2-inch sieve 0 to 10% passing #4 sieve See MnDOT 3149.G.3 --- Below landscaped surfaces, where subsidence is not a concern Non-structural fill --- 100% passing 6-inch sieve < 10% OC *Thicknesses will vary by condition and alternative materials may be required; consult the geotechnical representative to evaluate utility excavations. We recommend spreading engineered fill in loose lifts approximately 12 inches thick. We recommend compacting engineered fill in accordance with the criteria presented below in Table 7. The project documents should specify relative compaction of engineered fill, based on the structure located above the engineered fill, and vertical proximity to that structure. Table 7. Compaction Recommendations Summary Reference Relative Compaction, percent (ASTM D698 – Standard Proctor) Moisture Content Variance from Optimum, percentage points* < 12% Passing #200 Sieve (typically SP, SP-SM) > 12% Passing #200 Sieve (typically CL, SC, ML, SM) Within 3 feet of top of pavement subgrade 100 ±3 -1 to +3 More than 3 feet below top of pavement subgrade 95 ±3 ±3 Below landscaped surfaces 90 ±5 ±4 *Alternatively, use the penetration index method (MnDOT Specification 2106.3.F.3) for soils with P200 < 20%. Consult MnDOT 2106.3.B.2 for alternative moisture content controls when using Specified Density for soils. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 15 The project documents should not allow the contractor to use frozen material as engineered fill or to place engineered fill on frozen material. Frost should not penetrate under foundations during construction. We recommend performing density tests in engineered fill to evaluate if the contractors are effectively compacting the soil and meeting project requirements. C.2.d. Pavement Design Sections Our scope of services for this project did not include laboratory tests on subgrade soils to determine an R-value for pavement design. However, given the variable nature of typical subgrades, which were generally granular, we recommend using a design R-value of 40 for pavement design on the project. The contractor may need to perform limited removal of unsuitable or less suitable soils, such as those revealed by proofroll, to achieve this value. Based upon the estimated traffic loads and an R-value of 40, we recommend that new pavement sections include the following materials and thicknesses per Tables 8 and 9. These are designed for the highest ESAL value referenced in Table 1. These sections meet the minimum requirements described by Prior Lake City Standards, and are suitable for commercial (9-ton) and residential (7-ton) design. Table 8. Recommended Bituminous Pavement Thickness Design (with subbase) Layer Thickness (inches) Material (Specification) Bituminous wear course (2 lifts) 4 SPWEA340C (MnDOT 2360) Aggregate base 6 Class 5 or 6 (3138); modified aggregate base (3135) Sand subbase 24 Granular Material (MnDOT 3149.2B1) Approved subgrade --- --- We based the above pavement design on a 20-year performance life for bituminous pavements. This is the amount of time before we anticipate the pavement will require major rehabilitation. This performance life assumes routine maintenance, such as seal coating and crack sealing. The actual pavement life will vary depending on variations in weather, traffic conditions, and maintenance. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 16 It is common to place the non-wear course of bituminous and then delay placement of wear course. For this situation, we recommend evaluating if the reduced pavement section will have sufficient structure to support construction traffic. Many conditions affect the overall performance of the pavements. Some of these conditions include the environment, loading conditions and the level of ongoing maintenance. With regard to bituminous pavements in particular, it is common to have thermal cracking develop within the first few years of placement, and continue throughout the life of the pavement. We recommend developing a regular maintenance plan for filling cracks in pavements to lessen the potential impacts for cold weather distress due to frost heave or warm weather distress due to wetting and softening of the subgrade. C.2.e. Pavement Materials Placement We recommend placing the bituminous wear and non-wear courses to meet the requirements of MnDOT Specification 2360. Concrete paving should follow MnDOT Specification 2301. We recommend compacting the aggregate base to meet the requirements of MnDOT Specification 2211.3.D.2.c (Penetration Index Method for the dynamic cone penetrometer [DCP]). C.3. Utility Replacement C.3.a. Excavation Oversizing When removing unsuitable materials below utilities, we recommend the excavation extend outward and downward at a slope of 1H:1V (horizontal:vertical) or flatter. C.3.b. Utility Subgrade Stabilization We anticipate the soils at typical invert elevations for utilities will generally be suitable for utility support after the recommended subgrade preparation. However, if construction encounters unfavorable conditions, which will most likely include wet soils and groundwater, additional subcutting and replacement crushed rock may be required for pipe support. For this purpose, we recommend using MnDOT coarse aggregate bedding (MnDOT 3149.G.3) as referenced in Table 6 above. C.3.c. Excavated Slopes Based on the borings, we anticipate the majority of on-site soils in excavations will consist of granular alluvial deposits. These soils are typically considered Type C Soil under OSHA (Occupational Safety and Health Administration) guidelines. OSHA guidelines indicate unsupported excavations in Type C soils Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 17 should have a gradient no steeper than 1 1/2H:1V. Slopes constructed in this manner may still exhibit surface sloughing. OSHA requires an engineer to evaluate slopes or excavations over 20 feet in depth. An OSHA-approved qualified person should review the soil classification in the field. Excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, “Excavations and Trenches.” This document states excavation safety is the responsibility of the contractor. The project specifications should reference these OSHA requirements. C.3.d. Selection, Placement and Compaction of Backfill We recommend compacting soils per the requirements outlined in Table 7. C.3.e. Excavation Dewatering The utility construction and trenching will be in areas with predominantly sandy soils, and it appears likely that the static groundwater table will be above or near the depth of the proposed utility work in some locations, such as on Colorado Street SE. We recommend removing groundwater from the utility excavations where encountered, and removing any water that seeps into excavations from sidewalls or the adjacent sitework. The contractor should use care when excavations extend to near the waterbearing sands as the water coupled with vibration and disturbance from construction activities could result in temporary “quick” conditions in the soils. These soils would then not stabilize without temporary dewatering and compaction, and the contractor will likely need to subcut the compromised soils. A well contractor should develop a dewatering plan; the design team should review this plan. C.3.f. Corrosion Potential A majority of the soil borings indicated the site predominantly consists of sandy soils. We consider these soils non-to-slightly-corrosive to metallic conduits, and utilities should not require cathodic protection. If utilities extend through clay soils like the soils encountered at depth in ST-6 or ST-8, we recommend bedding the utilities in sandy soil free of any clay lumps or constructing the utilities with non-corrosive materials. D. Procedures D.1. Penetration Test Borings Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 18 We drilled the penetration test borings with a truck-mounted core and auger drill equipped with hollow- stem auger. We performed the borings in general accordance with ASTM D6151 taking penetration test samples at 2 1/2- or 5-foot intervals in general accordance to ASTM D1586. The boring logs show the actual sample intervals and corresponding depths. D.2. Exploration Logs D.2.a. Log of Boring Sheets The Appendix includes Log of Boring sheets for our penetration test borings. The logs identify and describe the penetrated geologic materials, and present the results of penetration resistance tests performed. The logs also present the results of laboratory tests performed on penetration test samples, and groundwater measurements. We inferred strata boundaries from changes in the penetration test samples and the auger cuttings. Because we did not perform continuous sampling, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may occur as gradual rather than abrupt transitions. D.2.b. Geologic Origins We assigned geologic origins to the materials shown on the logs and referenced within this report, based on: (1) a review of the background information and reference documents cited above, (2) visual classification of the various geologic material samples retrieved during the course of our subsurface exploration, (3) penetration resistance testing performed for the project, (4) laboratory test results, and (5) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. D.3. Material Classification and Testing D.3.a. Visual and Manual Classification We visually and manually classified the geologic materials encountered based on ASTM D2488. When we performed laboratory classification tests, we used the results to classify the geologic materials in accordance with ASTM D2487. The Appendix includes a chart explaining the classification system we used. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 19 D.3.b. Laboratory Testing The exploration logs in the Appendix note the results of the laboratory tests performed on geologic material samples. We performed the tests in general accordance with ASTM or AASHTO procedures. D.4. Groundwater Measurements The drillers checked for groundwater while advancing the penetration test borings, and again after auger withdrawal. We then filled the boreholes or allowed them to remain open for an extended period of observation, as noted on the boring logs. E. Qualifications E.1. Variations in Subsurface Conditions E.1.a. Material Strata We developed our evaluation, analyses, and recommendations from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth. Therefore, we must infer strata boundaries and thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning should expect the strata to vary in depth, elevation, and thickness away from the exploration locations. Variations in subsurface conditions present between exploration locations may not be revealed until performing additional exploration work, or starting construction. If future activity for this project reveals any such variations, you should notify us so that we may reevaluate our recommendations. Such variations could increase construction costs, and we recommend including a contingency to accommodate them. E.1.b. Groundwater Levels We made groundwater measurements under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. Note that the observation periods were relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications, and other seasonal and annual factors. Bolton & Menk, Inc. Project B2001652 April 3, 2020 Page 20 E.2. Continuity of Professional Responsibility E.2.a. Plan Review We based this report on a limited amount of information, and we made a number of assumptions to help us develop our recommendations. We should be retained to review the geotechnical aspects of the designs and specifications. This review will allow us to evaluate whether we anticipated the design correctly, if any design changes affect the validity of our recommendations, and if the design and specifications correctly interpret and implement our recommendations. E.2.b. Construction Observations and Testing We recommend retaining us to perform the required observations and testing during construction as part of the ongoing geotechnical evaluation. This will allow us to correlate the subsurface conditions exposed during construction with those encountered by the borings and provide professional continuity from the design phase to the construction phase. If we do not perform observations and testing during construction, it becomes the responsibility of others to validate the assumption made during the preparation of this report and to accept the construction-related geotechnical engineer-of-record responsibilities. E.3. Use of Report This report is for the exclusive use of the addressed parties. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses, and recommendations may not be appropriate for other parties or projects. E.4. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Appendix Elev./ Depth ft 936.9 1.3 931.2 7.0 923.7 14.5 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 7 inches of bituminous over 9 inches of aggregate base FILL: POORLY GRADED SAND (SP), fine- grained Sand, trace Gravel, brown, moist SILTY SAND (SM), fine to coarse-grained Sand, with Gravel, brown, moist to wet, loose to medium dense (GLACIAL OUTWASH) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 11-12-7 (19) 11" 2-2-3 (5) 11" 3-4-4 (8) 6" 2-2-2 (4) 12" 1-1-2 (3) 16" 1-1 (1) 12" PID ppm 2.4 1.5 1.6 0.6 0.1 0.1 MC % 3 25 Tests or Remarks Soil sample ST-1 at 2.5-5' collected for VOCs, PAHs, DRO, GRO & metals P200=17% Water observed at 10.0 feet while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2001652 Geotechnical & Environmental Evaluation City of Prior Lake Colorado Street Project Colorado Street, Pleasant Street, and Main Avenue Prior Lake, Minnesota BORING:ST-1 LOCATION: See attached sketch NORTHING:188138 EASTING:471184 DRILLER:C. McClain LOGGED BY:N. Lund START DATE:02/28/20 END DATE:02/28/20 SURFACE ELEVATION:938.2 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear B2001652 Braun Intertec Corporation ST-1 page 1 of 1 Elev./ Depth ft 940.9 0.9 936.8 5.0 927.3 14.5 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 6 inches of bituminous over 5 inches of aggregate base FILL: CLAYEY SAND (SC), fine to medium- grained Sand, trace Gravel, dark brown, moist POORLY GRADED SAND (SP), fine-grained Sand, trace Gravel, brown, moist, loose to medium dense (GLACIAL OUTWASH) Fine to coarse-grained Sand at 12 1/2 feet END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 9-18-8 (26) 10" 3-4-5 (9) 14" 7-7-8 (15) 8-11-9 (20) 6-8-7 (15) 13" 7-8 (15) 10" PID ppm 0.2 0.6 0.2 0.3 0.4 0.4 MC % 10 Tests or Remarks Soil sample ST-2 at 2.5-5' collected for VOCs, PAHs, DRO, GRO & metals Water observed at 12.5 feet while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2001652 Geotechnical & Environmental Evaluation City of Prior Lake Colorado Street Project Colorado Street, Pleasant Street, and Main Avenue Prior Lake, Minnesota BORING:ST-2 LOCATION: See attached sketch NORTHING:188109 EASTING:471590 DRILLER:C. McClain LOGGED BY:N. Lund START DATE:02/28/20 END DATE:02/28/20 SURFACE ELEVATION:941.8 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear B2001652 Braun Intertec Corporation ST-2 page 1 of 1 Elev./ Depth ft 948.2 1.0 945.2 4.0 943.2 6.0 934.7 14.5 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 5 inches of bituminous over 7 inches of aggregate base FILL: SILTY SAND (SM), fine to medium- grained Sand, trace Gravel, brown, moist POORLY GRADED SAND (SP), fine-grained Sand, light brown, moist, loose (GLACIAL OUTWASH) POORLY GRADED SAND with SILT (SP-SM), fine to medium-grained Sand, trace Gravel, brown, moist, medium (GLACIAL OUTWASH) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 14-13-9 (22) 18" 3-4-4 (8) 18" 4-5-7 (12) 18" 5-8-8 (16) 15" 7-7-10 (17) 18" 8-8 (16) 12" PID ppm 0.1 0.2 0.4 0.5 0.4 0.5 MC %Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2001652 Geotechnical & Environmental Evaluation City of Prior Lake Colorado Street Project Colorado Street, Pleasant Street, and Main Avenue Prior Lake, Minnesota BORING:ST-3 LOCATION: See attached sketch NORTHING:1880048 EASTING:471824 DRILLER:C. McClain LOGGED BY:N. Lund START DATE:02/28/20 END DATE:02/28/20 SURFACE ELEVATION:949.2 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear B2001652 Braun Intertec Corporation ST-3 page 1 of 1 Elev./ Depth ft 948.2 1.0 945.2 4.0 934.7 14.5 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 6 inches of bituminous over 6 inches of aggregate base FILL: POORLY GRADED SAND with SILT (SP- SM), fine to medium-grained Sand, with Gravel, brown, moist POORLY GRADED SAND with SILT (SP-SM), fine to coarse-grained Sand, with Gravel, brown, moist, medium dense (GLACIAL OUTWASH) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 11-23-13 (36) 11" 9-10-9 (19) 14" 8-10-10 (20) 13" 9-10-12 (22) 10" 10-15-15 (30) 13" 12-11 (23) 9" PID ppm 1.2 0.5 0.4 0.3 0.5 0.2 MC % 5 Tests or Remarks P200=8% Soil sample ST-4 at 2.5-5' collected for VOCs, PAHs, DRO, GRO & metals Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2001652 Geotechnical & Environmental Evaluation City of Prior Lake Colorado Street Project Colorado Street, Pleasant Street, and Main Avenue Prior Lake, Minnesota BORING:ST-4 LOCATION: See attached sketch NORTHING:188087 EASTING:471948 DRILLER:C. McClain LOGGED BY:N. Lund START DATE:02/29/20 END DATE:02/29/20 SURFACE ELEVATION:949.2 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear B2001652 Braun Intertec Corporation ST-4 page 1 of 1 Elev./ Depth ft 948.7 1.0 945.7 4.0 935.2 14.5 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 6 inches of bituminous over 6 inches of aggregate base FILL: SILTY SAND (SM), trace Gravel, dark brown, moist POORLY GRADED SAND (SP), fine to coarse- grained Sand, little Gravel, brown and light brown, moist, medium dense (GLACIAL OUTWASH) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 9-13-11 (24) 8" 9-10-11 (21) 14" 10-10-10 (20) 11" 11-10-11 (21) 12" 18-18-20 (38) 14" 10-12 (22) 12" PID ppm 1.2 0.5 0.6 0.3 0.5 0.3 MC %Tests or Remarks LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2001652 Geotechnical & Environmental Evaluation City of Prior Lake Colorado Street Project Colorado Street, Pleasant Street, and Main Avenue Prior Lake, Minnesota BORING:ST-5 LOCATION: See attached sketch NORTHING:187922 EASTING:471903 DRILLER:C. McClain LOGGED BY:N. Lund START DATE:02/28/20 END DATE:02/28/20 SURFACE ELEVATION:949.7 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear B2001652 Braun Intertec Corporation ST-5 page 1 of 1 Elev./ Depth ft 936.1 1.3 926.4 11.0 922.9 14.5 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 4 inches of bituminous over 11 inches of aggregate base POORLY GRADED SAND with SILT (SP-SM), fine to medium-grained Sand, little Gravel, gray, moist, medium (GLACIAL OUTWASH) SANDY LEAN CLAY (CL), trace Gravel, brown and gray, moist, very stiff, rust staining (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 13-19-17 (36) 14" 9-7-9 (16) 18" 7-10-10 (20) 14" 6-8-8 (16) 15" 10-9-10 (19) 15" 10-9 (19) 5" PID ppm 0.8 0.6 0.7 0.6 0.8 MC % 15 Tests or Remarks Soil sample ST-6 at 2.5-5' collected for VOCs, PAHs, DRO, GRO & metals P200=56% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2001652 Geotechnical & Environmental Evaluation City of Prior Lake Colorado Street Project Colorado Street, Pleasant Street, and Main Avenue Prior Lake, Minnesota BORING:ST-6 LOCATION: See attached sketch NORTHING:187774 EASTING:470807 DRILLER:C. McClain LOGGED BY:N. Lund START DATE:02/28/20 END DATE:02/28/20 SURFACE ELEVATION:937.4 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear B2001652 Braun Intertec Corporation ST-6 page 1 of 1 Elev./ Depth ft 944.9 1.1 931.5 14.5 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 6 inches of bituminous over 7 inches of aggregate base POORLY GRADED SAND with SILT (SP-SM), fine to medium-grained Sand, with Gravel, brown, moist, medium dense to dense (GLACIAL OUTWASH) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 14-24-23 (47) 11" 11-9-8 (17) 11" 12-25-7 (32) 8" 9-9-9 (18) 11-9-8 (17) 8" 7-8 (15) 11" PID ppm 0.7 1.6 0.8 1.1 0.6 0.4 MC %Tests or Remarks Soil sample ST-7 at 2.5-5' collected for VOCs, PAHs, DRO, GRO & metals Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2001652 Geotechnical & Environmental Evaluation City of Prior Lake Colorado Street Project Colorado Street, Pleasant Street, and Main Avenue Prior Lake, Minnesota BORING:ST-7 LOCATION: See attached sketch NORTHING:187756 EASTING:471460 DRILLER:C. McClain LOGGED BY:N. Lund START DATE:02/28/20 END DATE:02/28/20 SURFACE ELEVATION:946.0 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear B2001652 Braun Intertec Corporation ST-7 page 1 of 1 Elev./ Depth ft 941.6 0.6 938.2 4.0 931.2 11.0 928.4 13.8 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 4 inches of bituminous over 3 inches of aggregate base FILL: LEAN CLAY with SAND (CL), Silty Sand mixed, gray and brown, moist CLAYEY SAND (SC), trace Gravel, gray, moist, medium (GLACIAL TILL) Small chunks of asphalt and bituminous-like odor from 8 to 10 feet CLAYEY SAND (SC), with Gravel, gray, moist (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 9-9-7 (16) 13" 4-3-5 (8) 13" 3-4-5 (9) 18" 4-4-5 (9) 18" 50/6" (REF*) 8" 50/3" (REF*) 0" PID ppm 0.3 0.7 0.4 1.1 MC % 11 Tests or Remarks P200=29% Soil sample ST-8 at 7.5-10' collected for VOCs, PAHs, DRO, GRO & metals *Pushed rock Water not observed while drilling. *Pushed rock LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2001652 Geotechnical & Environmental Evaluation City of Prior Lake Colorado Street Project Colorado Street, Pleasant Street, and Main Avenue Prior Lake, Minnesota BORING:ST-8 LOCATION: See attached sketch NORTHING:187729 EASTING:472070 DRILLER:C. McClain LOGGED BY:N. Lund START DATE:02/28/20 END DATE:02/28/20 SURFACE ELEVATION:942.2 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear B2001652 Braun Intertec Corporation ST-8 page 1 of 1 Descriptive Terminology of Soil Based on Standards ASTM D 2487-11/2488-09a (Unified Soil Classification System) Group Symbol Group NameB Cu ≥ 4 and 1 ≤ Cc ≤ 3D GW Well-graded gravelE Cu < 4 and/or (Cc < 1 or Cc > 3)D GP Poorly graded gravelE Fines classify as ML or MH GM Silty gravelE F G Fines Classify as CL or CH GC Clayey gravelE F G Cu ≥ 6 and 1 ≤ Cc ≤ 3D SW Well-graded sandI Cu < 6 and/or (Cc < 1 or Cc > 3)D SP Poorly graded sandI Fines classify as ML or MH SM Silty sandF G I Fines classify as CL or CH SC Clayey sandF G I CL Lean clayK L M PI < 4 or plots below "A" lineJ ML SiltK L M Organic OL CH Fat clayK L M MH Elastic siltK L M Organic OH PT Peat Highly Organic Soils Silts and Clays (Liquid limit less than 50) Silts and Clays (Liquid limit 50 or more) Primarily organic matter, dark in color, and organic odor Inorganic Inorganic PI > 7 and plots on or above "A" lineJ PI plots on or above "A" line PI plots below "A" line Criteria for Assigning Group Symbols and Group Names Using Laboratory TestsA Soil Classification Coarse-grained Soils (more than 50% retained on No. 200 sieve)Fine-grained Soils (50% or more passes the No. 200 sieve) Sands (50% or more coarse fraction passes No. 4 sieve) Clean Gravels (Less than 5% finesC) Gravels with Fines (More than 12% finesC) Clean Sands (Less than 5% finesH) Sands with Fines (More than 12% finesH) Gravels (More than 50% of coarse fraction retained on No. 4 sieve) Liquid Limit −oven dried Liquid Limit −not dried <0.75 Organic clay K L M N Organic silt K L M O Liquid Limit −oven dried Liquid Limit −not dried <0.75 Organic clay K L M P Organic silt K L M Q Particle Size Identification Boulders.............. over 12" Cobbles................ 3" to 12" Gravel Coarse............. 3/4" to 3" (19.00 mm to 75.00 mm) Fine................. No. 4 to 3/4" (4.75 mm to 19.00 mm) Sand Coarse.............. No. 10 to No. 4 (2.00 mm to 4.75 mm) Medium........... No. 40 to No. 10 (0.425 mm to 2.00 mm) Fine.................. No. 200 to No. 40 (0.075 mm to 0.425 mm) Silt........................ No. 200 (0.075 mm) to .005 mm Clay...................... < .005 mm Relative ProportionsL, M trace............................. 0 to 5% little.............................. 6 to 14% with.............................. ≥ 15% Inclusion Thicknesses lens............................... 0 to 1/8" seam............................. 1/8" to 1" layer.............................. over 1" Apparent Relative Density of Cohesionless Soils Very loose ..................... 0 to 4 BPF Loose ............................ 5 to 10 BPF Medium dense.............. 11 to 30 BPF Dense............................ 31 to 50 BPF Very dense.................... over 50 BPF A.Based on the material passing the 3-inch (75-mm) sieve. B.If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. C. Gravels with 5 to 12% fines require dual symbols: GW-GM well-graded gravel with silt GW-GC well-graded gravel with clay GP-GM poorly graded gravel with silt GP-GC poorly graded gravel with clay D.Cu = D60 / D10 Cc = 𝐷30 2 / (𝐷10 𝑥𝐷60) E.If soil contains ≥ 15% sand, add "with sand" to group name. F.If fines classify as CL-ML, use dual symbol GC-GM or SC-SM. G. If fines are organic, add "with organic fines" to group name. H. Sands with 5 to 12%fines require dual symbols: SW-SM well-graded sand with silt SW-SC well-graded sand with clay SP-SM poorly graded sand with silt SP-SC poorly graded sand with clay I.If soil contains ≥ 15% gravel, add "with gravel" to group name. J. If Atterberg limits plot in hatched area, soil is CL-ML, silty clay. K.If soil contains 15 to < 30% plus No. 200, add "with sand" or "with gravel", whichever is predominant. L. If soil contains ≥ 30% plus No. 200, predominantly sand, add “sandy” to group name. M. If soil contains ≥ 30% plus No. 200 predominantly gravel, add “gravelly” to group name. N. PI ≥ 4 and plots on or above “A” line. O. PI < 4 or plots below “A” line. P. PI plots on or above “A” line. Q.PI plots below “A” line Laboratory Tests DD Dry Density,pcf OC Organic content, %PL Plastic limit, % WD Wet Density, pcf qp Pocket penetrometer strength LL Liquid limit, % P200 % Passing #200 sieve MC Moisture conent, %PI Plasticity Index, % Consistency of Blows Approximate Unconfined Cohesive Soils Per Foot Compressive Strength Very soft................... 0 to 1 BPF................... < 1/4 tsf Soft........................... 2 to 4 BPF................... 1/4 to 1/2 tsf Medium.................... 5 to 8 BPF .................. 1/2 to 1 tsf Stiff........................... 9 to 15 BPF................. 1 to 2 tsf Very Stiff................... 16 to 30 BPF............... 2 to 4 tsf Hard.......................... over 30 BPF................ > 4 tsf Drilling Notes: BPF: Numbers indicate blows per foot recorded in standard penetration test, also known as “N” value. The sampler was set 6 inches into undisturbed soil below the hollow-stem auger. Driving resistances were then counted for second and third 6-inch increments, and added to get BPF. Partial Penetration:If the sampler cannot be driven the full 12 inches beyond the initial 6-inch set, the number of blows for that partial penetration is shown as "No./X" (i.e., 50/2"). If the sampler cannot be advanced beyond the initial 6-inch set, the depth of penetration will be recorded in the Notes column as "No. to set X" (i.e., 50 to set 4"). WH: WH indicates the sampler penetrated soil under weight of hammer and rods alone; driving not required. WR: WR indicates the sampler penetrated soil under weight of rods alone; hammer weight and driving not required. WL: WL indicates the water level measured by the drillers either while drilling or following drilling. Moisture Content: Dry:Absence of moisture, dusty, dry to the touch. Moist: Damp but no visible water. Wet: Visible free water, usually soil is below water table. 1/2018 Table 1 Soil Analytical Results Downtown South 2021 Road Reconstruction Project Prior Lake, Minnesota Project B201652 ST-1 (2.5-5)ST-2 (2.5-5)ST-4 (2.5-5)ST-6 (2.5-5)ST-7 (2.5-5)ST-8 (7.5-10)Trip blanks 02/28/2020 02/28/2020 02/28/2020 02/28/2020 02/28/2020 02/28/2020 Volatile Organic Compounds (VOCs) (mg/kg) All other reported VOCs ---<RL <RL <RL <RL <RL <RL <RL --------- Polycyclic Aromatic Hydrocarbons (PAHs) (mg/kg) Acenaphthene 83-32-9 0.02 0.021 <0.011 <0.010 <0.011 1.5 ---1,200 5,260 81 Acenaphthylene 208-96-8 0.35 0.46 0.017 0.011 0.014 1.1 ---NE NE NE Anthracene 120-12-7 0.19 0.23 <0.011 <0.010 0.016 0.94 ---7,880 45,400 1,300 Benz(a)anthracene 56-55-3 1.1 1.4 <0.011 <0.010 0.019 1.2 ---cPAH cPAH cPAH Benzo(b)fluoranthene 205-99-2 1.6 2.2 <0.011 <0.010 0.026 1.4 ---cPAH cPAH cPAH Benzo(k)fluoranthene 207-08-9 0.62 0.89 <0.011 <0.010 <0.011 0.59 ---cPAH cPAH cPAH Benzo(a)pyrene 50-32-8 1.1 1.5 <0.011 <0.010 0.021 1.2 ---cPAH cPAH cPAH Benzo(g,h,i)perylene 191-24-2 0.69 0.97 <0.011 <0.010 0.021 0.77 ---NE NE NE Chrysene 218-01-9 1.0 1.4 <0.011 <0.010 0.024 1.3 ---cPAH cPAH cPAH Dibenz(a,h)anthracene 53-70-3 0.22 0.34 <0.011 <0.010 <0.011 0.97 ---cPAH cPAH cPAH Fluoranthene 206-44-0 2.0 2.0 0.015 <0.010 0.063 3.9 ---1,080 6,800 670 Fluorene 86-73-7 0.024 0.021 <0.011 <0.010 0.013 0.64 ---850 4,120 110 Indeno(1,2,3-cd)pyrene 193-39-5 0.65 0.97 <0.011 <0.010 0.012 0.61 ---cPAH cPAH cPAH Naphthalene 91-20-3 <0.011 <0.011 <0.011 <0.010 <0.011 1.1 ---10 28 4.5 Phenanthrene 85-01-8 0.41 0.22 0.012 <0.010 0.074 4.5 ---NE NE NE Pyrene 129-00-0 1.6 1.7 0.013 <0.010 0.049 3.3 ---890 5,800 440 All other reported PAHs ---<RL <RL <RL <RL <RL <RL ------------ BaP Equivalent[c]---1.6 2.3 0.0 0.0 0.0 2.1 ---2 3 1.4 Metals (mg/kg) Arsenic, Total 7440-38-2 2.9 1.3 3.7 5.2 3.6 2.5 ---9 20 5.8 Barium, Total 7440-39-3 79.6 35.6 42.8 61.4 52.5 51.7 ---1,100 18,000 1,700 Cadmium, Total 7440-43-9 0.23 <0.16 <0.16 <0.15 <0.15 <0.16 ---25 200 8.8 Chromium, Total[e]7440-47-3 8.7 5.9 5.2 8.0 21.7 12.2 ---44,000/87[e]100,000/650[e]1,000,000,000/36[e] Lead, Total 7439-92-1 6.3 4.7 2.4 2.9 3.4 30.9 ---300 700 2,700 Mercury, Total 7439-97-6 <0.022 <0.020 <0.020 <0.020 <0.021 0.023 ---0.5 1.5 3.3 Selenium, Total 7782-49-2 <1.0 <1.1 <2.1 [2]<2.0 [2]<2.0 [2]<1.1 ---160 1,300 2.6 Silver, Total 7440-22-4 <0.52 <0.55 <0.52 <0.51 <0.51 <0.53 ---160 1,300 7.9 Other Parameters (mg/kg) Diesel Range Organics (DRO)---180 [5]99.4 [5]14.5 [4]62.8 [4]81.7 [5]146 [5]---NE[f]NE[f]NE[f] Gasoline Range Organics (GRO)---<11.2 <10.6 <10.5 <10.8 <10.4 <11.5 <10.0 NE[f]NE[f]NE[f] Notes Minnesota Pollution Control Agency (MPCA) SRVs updated June 2009 and SLVs updated June 2013. mg/kg = Milligrams per kilogram. < = Not detected at or above the laboratory reporting limit indicated. --- = Not analyzed or calculated for this parameter or not applicable. RL = Reporting limits for other parameters that are not listed individually in this table because their concentrations were below reporting limits provided in the laboratory report. NE = Regulatory limit not established for this parameter. cPAH = Individual regulatory limit not established for this carcinogenic PAH; included in BaP equivalent calculation. [e] = Reported result is total chromium, regulatory limit for chromium III and chromium VI are provided. [f] = DRO/GRO concentrations greater than 100 mg/kg are not suitable for reuse as unregulated fill per MPCA Guidance Document c-rem1-01 "Best Management Practices for the Off-Site Reuse of Unregulated Fill" (February 2012). Exceeds Residential SRV Exceeds Industrial SRV Exceeds Screening SLV Exceeds 100 mg/kg for DRO/GRO [4] [T6] High boiling point hydrocarbons are present in the sample. [5] [T6] High boiling point hydrocarbons are present in the sample. - [T7] Low boiling point hydrocarbons are present in the sample. [2] [D3] Sample was diluted due to the presence of high levels of non-target analytes or other matrix interference. Screening Soil Leaching Value (SLV) (mg/kg) Industrial Soil Reference Value (SRV) (mg/kg) CAS No. Sample Identifier and Date Collected Residential Soil Reference Value (SRV) (mg/kg) Compound/Parameter [c] = Benzo(a)pyrene (BaP) equivalent is calculated based on the concentration and weighted toxicity of cPAHs; MPCA; 2009. If no cPAHs were detected above reasonable laboratory reporting limits the BaP equivalent is reported as 0 mg/kg per MPCA Remediation Division Policy; June 2011. Page 1 of 1 #=CL# March 10, 2020 LIMS USE: FR - VALERIE WOOD LIMS OBJECT ID: 10510212 10510212 Project: Pace Project No.: RE: Valerie Wood Braun Intertec 1826 Buerkle Road Saint Paul, MN 55110 B2001652 Prior Lake Colorado Dear Valerie Wood: Enclosed are the analytical results for sample(s) received by the laboratory on February 28, 2020. The results relate only to the samples included in this report. Results reported herein conform to the most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. If you have any questions concerning this report, please feel free to contact me. Sincerely, Bob Michels bob.michels@pacelabs.com Project Manager (612)709-5046 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. 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Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 2 of 77 #=CP# CERTIFICATIONS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Pace Analytical Services National New Jersey Certification #: TN002 New Mexico DW Certification New York Certification #: 11742 North Carolina Aquatic Toxicity Certification #: 41 North Carolina Drinking Water Certification #: 21704 North Carolina Environmental Certificate #: 375 North Dakota Certification #: R-140 Ohio VAP Certification #: CL0069 Oklahoma Certification #: 9915 Oregon Certification #: TN200002 Pennsylvania Certification #: 68-02979 Rhode Island Certification #: LAO00356 South Carolina Certification #: 84004 South Dakota Certification Tennessee DW/Chem/Micro Certification #: 2006 Texas Mold Certification #: LAB0152 Texas Certification #: T 104704245-17-14 USDA Soil Permit #: P330-15-00234 Utah Certification #: TN00003 Vermont Dept. of Health: ID# VT-2006 Virginia Certification #: VT2006 Virginia Certification #: 460132 Washington Certification #: C847 West Virginia Certification #: 233 Wisconsin Certification #: 9980939910 Wyoming UST Certification #: via A2LA 2926.01 A2LA-ISO 17025 Certification #: 1461.01 A2LA-ISO 17025 Certification #: 1461.02 AIHA-LAP/LLC EMLAP Certification #:100789 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 3 of 77 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Lab ID Sample ID Matrix Date Collected Date Received 10510212001 ST-1 (2.5-5)Solid 02/28/20 14:00 02/28/20 16:02 10510212002 ST-2 (2.5-5)Solid 02/28/20 14:40 02/28/20 16:02 10510212003 ST-4 (2.5-5)Solid 02/28/20 10:10 02/28/20 16:02 10510212004 ST-6 (2.5-5)Solid 02/28/20 13:10 02/28/20 16:02 10510212005 ST-7 (2.5-5)Solid 02/28/20 12:20 02/28/20 16:02 10510212006 ST-8 (7.5-10)Solid 02/28/20 11:40 02/28/20 16:02 10510212007 Trip blanks Solid 02/28/20 16:02 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 4 of 77 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 10510212001 ST-1 (2.5-5)WI MOD DRO 2 PASI-MJVM WI MOD GRO 2 PASI-MMJD EPA 6010D 7 PASI-MIP EPA 7471B 1 PASI-MLMW ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 19 PASI-MZT EPA 8260D 71 PANACG SM 2540G 1 PANKDW 10510212002 ST-2 (2.5-5)WI MOD DRO 2 PASI-MJVM WI MOD GRO 2 PASI-MMJD EPA 6010D 7 PASI-MIP EPA 7471B 1 PASI-MLMW ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 19 PASI-MZT EPA 8260D 71 PANACG SM 2540G 1 PANKDW 10510212003 ST-4 (2.5-5)WI MOD DRO 2 PASI-MJVM WI MOD GRO 2 PASI-MMJD EPA 6010D 7 PASI-MIP EPA 7471B 1 PASI-MLMW ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 19 PASI-MZT EPA 8260D 71 PANACG SM 2540G 1 PANKDW 10510212004 ST-6 (2.5-5)WI MOD DRO 2 PASI-MJVM WI MOD GRO 2 PASI-MMJD EPA 6010D 7 PASI-MIP EPA 7471B 1 PASI-MLMW ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 19 PASI-MZT EPA 8260D 71 PANACG SM 2540G 1 PANKDW 10510212005 ST-7 (2.5-5)WI MOD DRO 2 PASI-MJVM WI MOD GRO 2 PASI-MMJD EPA 6010D 7 PASI-MIP EPA 7471B 1 PASI-MLMW ASTM D2974 1 PASI-MJDL REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 5 of 77 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts EPA 8270E by SIM 19 PASI-MZT EPA 8260D 71 PANACG SM 2540G 1 PANKDW 10510212006 ST-8 (7.5-10)WI MOD DRO 2 PASI-MJVM WI MOD GRO 2 PASI-MMJD EPA 6010D 7 PASI-MIP EPA 7471B 1 PASI-MLMW ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 19 PASI-MZT EPA 8260D 71 PANACG SM 2540G 1 PANKDW 10510212007 Trip blanks WI MOD GRO 2 PASI-MMJD EPA 8260D 71 PANACG REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 6 of 77 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Method: Client:Braun Intertec Corporation WI MOD DRO Date:March 10, 2020 Description:WIDRO GCS General Information: 6 samples were analyzed for WI MOD DRO. All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Sample Preparation: The samples were prepared in accordance with WI MOD DRO with any exceptions noted below. Initial Calibrations (including MS Tune as applicable): All criteria were within method requirements with any exceptions noted below. Continuing Calibration: All criteria were within method requirements with any exceptions noted below. Surrogates: All surrogates were within QC limits with any exceptions noted below. QC Batch: 662636 S4: Surrogate recovery not evaluated against control limits due to sample dilution. • ST-1 (2.5-5) (Lab ID: 10510212001) • n-Triacontane (S) • ST-8 (7.5-10) (Lab ID: 10510212006) • n-Triacontane (S) S5: Surrogate recovery outside control limits due to matrix interferences (not confirmed by re-analysis). • ST-2 (2.5-5) (Lab ID: 10510212002) • n-Triacontane (S) • ST-6 (2.5-5) (Lab ID: 10510212004) • n-Triacontane (S) • ST-7 (2.5-5) (Lab ID: 10510212005) • n-Triacontane (S) Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. Additional Comments: REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 7 of 77 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Method: Client:Braun Intertec Corporation WI MOD DRO Date:March 10, 2020 Description:WIDRO GCS Analyte Comments: QC Batch: 662636 T6: High boiling point hydrocarbons are present in the sample. • ST-1 (2.5-5) (Lab ID: 10510212001) • WDRO C10-C28 • ST-2 (2.5-5) (Lab ID: 10510212002) • WDRO C10-C28 • ST-4 (2.5-5) (Lab ID: 10510212003) • WDRO C10-C28 • ST-6 (2.5-5) (Lab ID: 10510212004) • WDRO C10-C28 • ST-7 (2.5-5) (Lab ID: 10510212005) • WDRO C10-C28 • ST-8 (7.5-10) (Lab ID: 10510212006) • WDRO C10-C28 T7: Low boiling point hydrocarbons are present in the sample. • ST-1 (2.5-5) (Lab ID: 10510212001) • WDRO C10-C28 • ST-2 (2.5-5) (Lab ID: 10510212002) • WDRO C10-C28 • ST-7 (2.5-5) (Lab ID: 10510212005) • WDRO C10-C28 • ST-8 (7.5-10) (Lab ID: 10510212006) • WDRO C10-C28 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 8 of 77 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Method: Client:Braun Intertec Corporation WI MOD GRO Date:March 10, 2020 Description:WIGRO GCV General Information: 7 samples were analyzed for WI MOD GRO. All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Sample Preparation: The samples were prepared in accordance with EPA 5030 Medium Soil with any exceptions noted below. Initial Calibrations (including MS Tune as applicable): All criteria were within method requirements with any exceptions noted below. Continuing Calibration: All criteria were within method requirements with any exceptions noted below. Surrogates: All surrogates were within QC limits with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. Additional Comments: REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 9 of 77 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Method: Client:Braun Intertec Corporation EPA 6010D Date:March 10, 2020 Description:6010D MET ICP General Information: 6 samples were analyzed for EPA 6010D. All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Sample Preparation: The samples were prepared in accordance with EPA 3050B with any exceptions noted below. Initial Calibrations (including MS Tune as applicable): All criteria were within method requirements with any exceptions noted below. Continuing Calibration: All criteria were within method requirements with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. Additional Comments: Analyte Comments: QC Batch: 662663 D3: Sample was diluted due to the presence of high levels of non-target analytes or other matrix interference. • ST-4 (2.5-5) (Lab ID: 10510212003) • Selenium • ST-6 (2.5-5) (Lab ID: 10510212004) • Selenium • ST-7 (2.5-5) (Lab ID: 10510212005) • Selenium REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 10 of 77 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Method: Client:Braun Intertec Corporation EPA 7471B Date:March 10, 2020 Description:7471B Mercury General Information: 6 samples were analyzed for EPA 7471B. All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Sample Preparation: The samples were prepared in accordance with EPA 7471B with any exceptions noted below. Initial Calibrations (including MS Tune as applicable): All criteria were within method requirements with any exceptions noted below. Continuing Calibration: All criteria were within method requirements with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. Additional Comments: REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 11 of 77 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Method: Client:Braun Intertec Corporation EPA 8270E by SIM Date:March 10, 2020 Description:8270E MSSV PAH by SIM General Information: 6 samples were analyzed for EPA 8270E by SIM. All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Sample Preparation: The samples were prepared in accordance with EPA 3550C with any exceptions noted below. Initial Calibrations (including MS Tune as applicable): All criteria were within method requirements with any exceptions noted below. Continuing Calibration: All criteria were within method requirements with any exceptions noted below. Internal Standards: All internal standards were within QC limits with any exceptions noted below. Surrogates: All surrogates were within QC limits with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. QC Batch: 662543 A matrix spike and/or matrix spike duplicate (MS/MSD) were performed on the following sample(s): 10510173002 M1: Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery. • MS (Lab ID: 3555155) • Benzo(a)pyrene • Benzo(b)fluoranthene Additional Comments: REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 12 of 77 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Method: Client:Braun Intertec Corporation EPA 8270E by SIM Date:March 10, 2020 Description:8270E MSSV PAH by SIM Analyte Comments: QC Batch: 662543 N2: The lab does not hold NELAC/TNI accreditation for this parameter but other accreditations/certifications may apply. A complete list of accreditations/certifications is available upon request. • ST-1 (2.5-5) (Lab ID: 10510212001) • Total BaP Eq. MN 2006sh. ND=0 • ST-2 (2.5-5) (Lab ID: 10510212002) • Total BaP Eq. MN 2006sh. ND=0 • ST-4 (2.5-5) (Lab ID: 10510212003) • Total BaP Eq. MN 2006sh. ND=0 • ST-6 (2.5-5) (Lab ID: 10510212004) • Total BaP Eq. MN 2006sh. ND=0 • ST-7 (2.5-5) (Lab ID: 10510212005) • Total BaP Eq. MN 2006sh. ND=0 • ST-8 (7.5-10) (Lab ID: 10510212006) • Total BaP Eq. MN 2006sh. ND=0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 13 of 77 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Method: Client:Braun Intertec Corporation EPA 8260D Date:March 10, 2020 Description:VOA (GC/MS) 8260D General Information: 7 samples were analyzed for EPA 8260D. All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Initial Calibrations (including MS Tune as applicable): All criteria were within method requirements with any exceptions noted below. Continuing Calibration: All criteria were within method requirements with any exceptions noted below. QC Batch: 1439864 CC: The continuing calibration for this compound is outside of Pace Analytical acceptance limits. The result may be biased. • ST-1 (2.5-5) (Lab ID: 10510212001) • 1,2,3-Trichlorobenzene • 1,2,4-Trichlorobenzene • Bromoform • Dichlorodifluoromethane • Hexachloro-1,3-butadiene • ST-2 (2.5-5) (Lab ID: 10510212002) • 1,2,3-Trichlorobenzene • 1,2,4-Trichlorobenzene • Bromoform • Dichlorodifluoromethane • Hexachloro-1,3-butadiene • ST-4 (2.5-5) (Lab ID: 10510212003) • 1,2,3-Trichlorobenzene • 1,2,4-Trichlorobenzene • Bromoform • Dichlorodifluoromethane • Hexachloro-1,3-butadiene • ST-6 (2.5-5) (Lab ID: 10510212004) • 1,2,3-Trichlorobenzene • 1,2,4-Trichlorobenzene • Bromoform • Dichlorodifluoromethane • Hexachloro-1,3-butadiene • ST-7 (2.5-5) (Lab ID: 10510212005) • 1,2,3-Trichlorobenzene • 1,2,4-Trichlorobenzene • Bromoform • Dichlorodifluoromethane • Hexachloro-1,3-butadiene REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 14 of 77 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Method: Client:Braun Intertec Corporation EPA 8260D Date:March 10, 2020 Description:VOA (GC/MS) 8260D QC Batch: 1439864 CC: The continuing calibration for this compound is outside of Pace Analytical acceptance limits. The result may be biased. • ST-8 (7.5-10) (Lab ID: 10510212006) • 1,2,3-Trichlorobenzene • 1,2,4-Trichlorobenzene • Bromoform • Dichlorodifluoromethane • Hexachloro-1,3-butadiene • Trip blanks (Lab ID: 10510212007) • 1,2,3-Trichlorobenzene • 1,2,4-Trichlorobenzene • Bromoform • Dichlorodifluoromethane • Hexachloro-1,3-butadiene Internal Standards: All internal standards were within QC limits with any exceptions noted below. Surrogates: All surrogates were within QC limits with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. QC Batch: 1439864 R1: RPD value was outside control limits. • LCSD (Lab ID: R3507034-2) • Acetone Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. Additional Comments: REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 15 of 77 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Method: Client:Braun Intertec Corporation SM 2540G Date:March 10, 2020 Description:Total Solids 2540 G-2011 General Information: 6 samples were analyzed for SM 2540G. All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. Duplicate Sample: All duplicate sample results were within method acceptance criteria with any exceptions noted below. Additional Comments: This data package has been reviewed for quality and completeness and is approved for release. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 16 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-1 (2.5-5)Lab ID:10510212001 Collected:02/28/20 14:00 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS WDRO C10-C28 180 mg/kg 03/03/20 12:45 T6,T703/01/20 12:2094.1 36.5 10 Surrogates n-Triacontane (S)0 %.03/03/20 12:45 638-68-6 S403/01/20 12:2050-150 10 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium SoilWIGRO GCV Gasoline Range Organics ND mg/kg 03/05/20 12:3903/04/20 13:4411.2 3.2 1 Surrogates a,a,a-Trifluorotoluene (S)101 %.03/05/20 12:39 98-08-803/04/20 13:4480-150 1 Analytical Method: EPA 6010D Preparation Method: EPA 3050B6010D MET ICP Arsenic 2.9 mg/kg 03/02/20 16:24 7440-38-203/02/20 11:271.0 0.22 1 Barium 79.6 mg/kg 03/02/20 16:24 7440-39-303/02/20 11:270.52 0.083 1 Cadmium 0.23 mg/kg 03/02/20 16:24 7440-43-903/02/20 11:270.16 0.031 1 Chromium 8.7 mg/kg 03/02/20 16:24 7440-47-303/02/20 11:270.52 0.10 1 Lead 6.3 mg/kg 03/02/20 16:24 7439-92-103/02/20 11:270.52 0.12 1 Selenium ND mg/kg 03/02/20 16:24 7782-49-203/02/20 11:271.0 0.34 1 Silver ND mg/kg 03/02/20 16:24 7440-22-403/02/20 11:270.52 0.038 1 Analytical Method: EPA 7471B Preparation Method: EPA 7471B7471B Mercury Mercury ND mg/kg 03/03/20 15:08 7439-97-603/02/20 12:080.022 0.0097 1 Analytical Method: ASTM D2974Dry Weight / %M by ASTM D2974 Percent Moisture 10.1 %03/03/20 09:46 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3550C8270E MSSV PAH by SIM Acenaphthene 0.020 mg/kg 03/02/20 23:54 83-32-902/28/20 17:380.011 0.00045 1 Acenaphthylene 0.35 mg/kg 03/03/20 14:23 208-96-802/28/20 17:380.22 0.018 20 Anthracene 0.19 mg/kg 03/02/20 23:54 120-12-702/28/20 17:380.011 0.00031 1 Benzo(a)anthracene 1.1 mg/kg 03/03/20 14:23 56-55-302/28/20 17:380.22 0.0073 20 Benzo(a)pyrene 1.1 mg/kg 03/03/20 14:23 50-32-802/28/20 17:380.22 0.0087 20 Benzo(b)fluoranthene 1.6 mg/kg 03/03/20 14:23 205-99-202/28/20 17:380.22 0.0043 20 Benzo(g,h,i)perylene 0.69 mg/kg 03/03/20 14:23 191-24-202/28/20 17:380.22 0.0060 20 Benzo(k)fluoranthene 0.62 mg/kg 03/03/20 14:23 207-08-902/28/20 17:380.22 0.0056 20 Chrysene 1.0 mg/kg 03/03/20 14:23 218-01-902/28/20 17:380.22 0.0089 20 Dibenz(a,h)anthracene 0.22 mg/kg 03/02/20 23:54 53-70-302/28/20 17:380.011 0.00044 1 Fluoranthene 2.0 mg/kg 03/03/20 14:23 206-44-002/28/20 17:380.22 0.0073 20 Fluorene 0.024 mg/kg 03/02/20 23:54 86-73-702/28/20 17:380.011 0.00033 1 Indeno(1,2,3-cd)pyrene 0.65 mg/kg 03/03/20 14:23 193-39-502/28/20 17:380.22 0.0045 20 Naphthalene ND mg/kg 03/02/20 23:54 91-20-302/28/20 17:380.011 0.00051 1 Phenanthrene 0.41 mg/kg 03/03/20 14:23 85-01-802/28/20 17:380.22 0.0055 20 Pyrene 1.6 mg/kg 03/03/20 14:23 129-00-002/28/20 17:380.22 0.0071 20 Total BaP Eq. MN 2006sh. ND=0 1.6 mg/kg 03/03/20 14:23 N202/28/20 17:380.22 0.22 20 Surrogates 2-Fluorobiphenyl (S)89 %.03/02/20 23:54 321-60-802/28/20 17:3830-138 1 p-Terphenyl-d14 (S)85 %.03/02/20 23:54 1718-51-002/28/20 17:3830-143 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 17 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-1 (2.5-5)Lab ID:10510212001 Collected:02/28/20 14:00 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Acetone ND mg/kg 03/08/20 04:36 67-64-1 R102/28/20 14:001.36 0.746 2 Allyl chloride ND mg/kg 03/08/20 04:36 107-05-102/28/20 14:001.36 0.789 2 Benzene ND mg/kg 03/08/20 04:36 71-43-202/28/20 14:000.0544 0.0218 2 Bromobenzene ND mg/kg 03/08/20 04:36 108-86-102/28/20 14:000.680 0.0572 2 Bromochloromethane ND mg/kg 03/08/20 04:36 74-97-502/28/20 14:000.272 0.0615 2 Bromodichloromethane ND mg/kg 03/08/20 04:36 75-27-402/28/20 14:000.136 0.0429 2 Bromoform ND mg/kg 03/08/20 04:36 75-25-2 CC02/28/20 14:001.36 0.326 2 Bromomethane ND mg/kg 03/08/20 04:36 74-83-902/28/20 14:000.680 0.201 2 n-Butylbenzene ND mg/kg 03/08/20 04:36 104-51-802/28/20 14:000.680 0.209 2 sec-Butylbenzene ND mg/kg 03/08/20 04:36 135-98-802/28/20 14:000.680 0.138 2 tert-Butylbenzene ND mg/kg 03/08/20 04:36 98-06-602/28/20 14:000.272 0.0844 2 Carbon tetrachloride ND mg/kg 03/08/20 04:36 56-23-502/28/20 14:000.272 0.0588 2 Chlorobenzene ND mg/kg 03/08/20 04:36 108-90-702/28/20 14:000.136 0.0311 2 Dibromochloromethane ND mg/kg 03/08/20 04:36 124-48-102/28/20 14:000.136 0.0245 2 Chloroethane ND mg/kg 03/08/20 04:36 75-00-302/28/20 14:000.272 0.0588 2 Chloroform ND mg/kg 03/08/20 04:36 67-66-302/28/20 14:000.136 0.0226 2 Chloromethane ND mg/kg 03/08/20 04:36 74-87-302/28/20 14:000.680 0.0757 2 2-Chlorotoluene ND mg/kg 03/08/20 04:36 95-49-802/28/20 14:000.136 0.0501 2 4-Chlorotoluene ND mg/kg 03/08/20 04:36 106-43-402/28/20 14:000.272 0.0615 2 1,2-Dibromo-3-chloropropane ND mg/kg 03/08/20 04:36 96-12-802/28/20 14:001.36 0.278 2 1,2-Dibromoethane (EDB)ND mg/kg 03/08/20 04:36 106-93-402/28/20 14:000.136 0.0286 2 Dibromomethane ND mg/kg 03/08/20 04:36 74-95-302/28/20 14:000.272 0.0544 2 1,2-Dichlorobenzene ND mg/kg 03/08/20 04:36 95-50-102/28/20 14:000.272 0.0789 2 1,3-Dichlorobenzene ND mg/kg 03/08/20 04:36 541-73-102/28/20 14:000.272 0.0925 2 1,4-Dichlorobenzene ND mg/kg 03/08/20 04:36 106-46-702/28/20 14:000.272 0.107 2 Dichlorodifluoromethane ND mg/kg 03/08/20 04:36 75-71-8 CC02/28/20 14:000.136 0.0445 2 Dichlorofluoromethane ND mg/kg 03/08/20 04:36 75-43-402/28/20 14:000.136 0.0508 2 1,1-Dichloroethane ND mg/kg 03/08/20 04:36 75-34-302/28/20 14:000.136 0.0314 2 1,2-Dichloroethane ND mg/kg 03/08/20 04:36 107-06-202/28/20 14:000.136 0.0259 2 1,1-Dichloroethene ND mg/kg 03/08/20 04:36 75-35-402/28/20 14:000.136 0.0272 2 cis-1,2-Dichloroethene ND mg/kg 03/08/20 04:36 156-59-202/28/20 14:000.136 0.0376 2 trans-1,2-Dichloroethene ND mg/kg 03/08/20 04:36 156-60-502/28/20 14:000.272 0.0778 2 1,2-Dichloropropane ND mg/kg 03/08/20 04:36 78-87-502/28/20 14:000.272 0.0691 2 1,1-Dichloropropene ND mg/kg 03/08/20 04:36 563-58-602/28/20 14:000.136 0.0381 2 1,3-Dichloropropane ND mg/kg 03/08/20 04:36 142-28-902/28/20 14:000.272 0.0953 2 cis-1,3-Dichloropropene ND mg/kg 03/08/20 04:36 10061-01-502/28/20 14:000.136 0.0369 2 trans-1,3-Dichloropropene ND mg/kg 03/08/20 04:36 10061-02-602/28/20 14:000.272 0.0833 2 2,2-Dichloropropane ND mg/kg 03/08/20 04:36 594-20-702/28/20 14:000.136 0.0432 2 Diisopropyl ether ND mg/kg 03/08/20 04:36 108-20-302/28/20 14:000.0544 0.0191 2 Ethylbenzene ND mg/kg 03/08/20 04:36 100-41-402/28/20 14:000.136 0.0289 2 Diethyl ether (Ethyl ether)ND mg/kg 03/08/20 04:36 60-29-702/28/20 14:000.136 0.0232 2 Hexachloro-1,3-butadiene ND mg/kg 03/08/20 04:36 87-68-3 CC02/28/20 14:001.36 0.691 2 Isopropylbenzene (Cumene)ND mg/kg 03/08/20 04:36 98-82-802/28/20 14:000.136 0.0469 2 p-Isopropyltoluene ND mg/kg 03/08/20 04:36 99-87-602/28/20 14:000.272 0.127 2 2-Butanone (MEK)ND mg/kg 03/08/20 04:36 78-93-302/28/20 14:001.36 0.680 2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 18 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-1 (2.5-5)Lab ID:10510212001 Collected:02/28/20 14:00 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Methylene Chloride ND mg/kg 03/08/20 04:36 75-09-202/28/20 14:001.36 0.361 2 4-Methyl-2-pentanone (MIBK)ND mg/kg 03/08/20 04:36 108-10-102/28/20 14:001.36 0.544 2 Methyl-tert-butyl ether ND mg/kg 03/08/20 04:36 1634-04-402/28/20 14:000.0544 0.0160 2 Naphthalene ND mg/kg 03/08/20 04:36 91-20-302/28/20 14:000.680 0.170 2 n-Propylbenzene ND mg/kg 03/08/20 04:36 103-65-102/28/20 14:000.272 0.0642 2 Styrene ND mg/kg 03/08/20 04:36 100-42-502/28/20 14:000.680 0.149 2 1,1,1,2-Tetrachloroethane ND mg/kg 03/08/20 04:36 630-20-602/28/20 14:000.136 0.0272 2 1,1,2,2-Tetrachloroethane ND mg/kg 03/08/20 04:36 79-34-502/28/20 14:000.136 0.0212 2 1,1,2-Trichlorotrifluoroethane ND mg/kg 03/08/20 04:36 76-13-102/28/20 14:000.136 0.0368 2 Tetrachloroethene ND mg/kg 03/08/20 04:36 127-18-402/28/20 14:000.136 0.0381 2 Tetrahydrofuran ND mg/kg 03/08/20 04:36 109-99-902/28/20 14:000.680 0.123 2 Toluene ND mg/kg 03/08/20 04:36 108-88-302/28/20 14:000.272 0.0680 2 1,2,3-Trichlorobenzene ND mg/kg 03/08/20 04:36 87-61-6 CC02/28/20 14:000.680 0.0341 2 1,2,4-Trichlorobenzene ND mg/kg 03/08/20 04:36 120-82-1 CC02/28/20 14:000.680 0.262 2 1,1,1-Trichloroethane ND mg/kg 03/08/20 04:36 71-55-602/28/20 14:000.136 0.0150 2 1,1,2-Trichloroethane ND mg/kg 03/08/20 04:36 79-00-502/28/20 14:000.136 0.0481 2 Trichloroethene ND mg/kg 03/08/20 04:36 79-01-602/28/20 14:000.0544 0.0218 2 Trichlorofluoromethane ND mg/kg 03/08/20 04:36 75-69-402/28/20 14:000.136 0.0272 2 1,2,3-Trichloropropane ND mg/kg 03/08/20 04:36 96-18-402/28/20 14:000.680 0.278 2 1,2,4-Trimethylbenzene ND mg/kg 03/08/20 04:36 95-63-602/28/20 14:000.272 0.0632 2 1,3,5-Trimethylbenzene ND mg/kg 03/08/20 04:36 108-67-802/28/20 14:000.272 0.0588 2 Vinyl chloride ND mg/kg 03/08/20 04:36 75-01-402/28/20 14:000.136 0.0372 2 Xylene (Total)ND mg/kg 03/08/20 04:36 1330-20-702/28/20 14:000.354 0.260 2 Surrogates Toluene-d8 (S)99.7 %03/08/20 04:36 2037-26-502/28/20 14:0075.0-131 2 4-Bromofluorobenzene (S)96.8 %03/08/20 04:36 460-00-402/28/20 14:0067.0-138 2 1,2-Dichloroethane-d4 (S)107 %03/08/20 04:36 17060-07-002/28/20 14:0070.0-130 2 Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011 Total Solids 91.8 %03/09/20 15:5803/09/20 15:501 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 19 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-2 (2.5-5)Lab ID:10510212002 Collected:02/28/20 14:40 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS WDRO C10-C28 99.4 mg/kg 03/03/20 12:59 T6,T703/01/20 12:2046.9 18.2 5 Surrogates n-Triacontane (S)213 %.03/03/20 12:59 638-68-6 S503/01/20 12:2050-150 5 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium SoilWIGRO GCV Gasoline Range Organics ND mg/kg 03/05/20 04:3403/04/20 13:4410.6 3.0 1 Surrogates a,a,a-Trifluorotoluene (S)102 %.03/05/20 04:34 98-08-803/04/20 13:4480-150 1 Analytical Method: EPA 6010D Preparation Method: EPA 3050B6010D MET ICP Arsenic 1.3 mg/kg 03/02/20 16:27 7440-38-203/02/20 11:271.1 0.22 1 Barium 35.6 mg/kg 03/02/20 16:27 7440-39-303/02/20 11:270.55 0.087 1 Cadmium ND mg/kg 03/02/20 16:27 7440-43-903/02/20 11:270.16 0.033 1 Chromium 5.9 mg/kg 03/02/20 16:27 7440-47-303/02/20 11:270.55 0.11 1 Lead 4.7 mg/kg 03/02/20 16:27 7439-92-103/02/20 11:270.55 0.12 1 Selenium ND mg/kg 03/02/20 16:27 7782-49-203/02/20 11:271.1 0.36 1 Silver ND mg/kg 03/02/20 16:27 7440-22-403/02/20 11:270.55 0.040 1 Analytical Method: EPA 7471B Preparation Method: EPA 7471B7471B Mercury Mercury ND mg/kg 03/03/20 15:11 7439-97-603/02/20 12:080.020 0.0090 1 Analytical Method: ASTM D2974Dry Weight / %M by ASTM D2974 Percent Moisture 9.4 %03/03/20 09:46 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3550C8270E MSSV PAH by SIM Acenaphthene 0.021 mg/kg 03/03/20 00:15 83-32-902/28/20 17:380.011 0.00045 1 Acenaphthylene 0.46 mg/kg 03/03/20 14:44 208-96-802/28/20 17:380.22 0.018 20 Anthracene 0.23 mg/kg 03/03/20 00:15 120-12-702/28/20 17:380.011 0.00031 1 Benzo(a)anthracene 1.4 mg/kg 03/03/20 14:44 56-55-302/28/20 17:380.22 0.0073 20 Benzo(a)pyrene 1.5 mg/kg 03/03/20 14:44 50-32-802/28/20 17:380.22 0.0087 20 Benzo(b)fluoranthene 2.2 mg/kg 03/03/20 14:44 205-99-202/28/20 17:380.22 0.0043 20 Benzo(g,h,i)perylene 0.97 mg/kg 03/03/20 14:44 191-24-202/28/20 17:380.22 0.0060 20 Benzo(k)fluoranthene 0.89 mg/kg 03/03/20 14:44 207-08-902/28/20 17:380.22 0.0055 20 Chrysene 1.4 mg/kg 03/03/20 14:44 218-01-902/28/20 17:380.22 0.0088 20 Dibenz(a,h)anthracene 0.34 mg/kg 03/03/20 00:15 53-70-302/28/20 17:380.011 0.00044 1 Fluoranthene 2.0 mg/kg 03/03/20 14:44 206-44-002/28/20 17:380.22 0.0072 20 Fluorene 0.021 mg/kg 03/03/20 00:15 86-73-702/28/20 17:380.011 0.00032 1 Indeno(1,2,3-cd)pyrene 0.97 mg/kg 03/03/20 14:44 193-39-502/28/20 17:380.22 0.0045 20 Naphthalene ND mg/kg 03/03/20 00:15 91-20-302/28/20 17:380.011 0.00051 1 Phenanthrene 0.22 mg/kg 03/03/20 00:15 85-01-802/28/20 17:380.011 0.00028 1 Pyrene 1.7 mg/kg 03/03/20 14:44 129-00-002/28/20 17:380.22 0.0070 20 Total BaP Eq. MN 2006sh. ND=0 2.2 mg/kg 03/03/20 14:44 N202/28/20 17:380.22 0.22 20 Surrogates 2-Fluorobiphenyl (S)81 %.03/03/20 00:15 321-60-802/28/20 17:3830-138 1 p-Terphenyl-d14 (S)81 %.03/03/20 00:15 1718-51-002/28/20 17:3830-143 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 20 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-2 (2.5-5)Lab ID:10510212002 Collected:02/28/20 14:40 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Acetone ND mg/kg 03/08/20 04:55 67-64-1 R102/28/20 14:101.36 0.745 2 Allyl chloride ND mg/kg 03/08/20 04:55 107-05-102/28/20 14:101.36 0.788 2 Benzene ND mg/kg 03/08/20 04:55 71-43-202/28/20 14:100.0544 0.0217 2 Bromobenzene ND mg/kg 03/08/20 04:55 108-86-102/28/20 14:100.680 0.0571 2 Bromochloromethane ND mg/kg 03/08/20 04:55 74-97-502/28/20 14:100.272 0.0614 2 Bromodichloromethane ND mg/kg 03/08/20 04:55 75-27-402/28/20 14:100.136 0.0428 2 Bromoform ND mg/kg 03/08/20 04:55 75-25-2 CC02/28/20 14:101.36 0.325 2 Bromomethane ND mg/kg 03/08/20 04:55 74-83-902/28/20 14:100.680 0.201 2 n-Butylbenzene ND mg/kg 03/08/20 04:55 104-51-802/28/20 14:100.680 0.209 2 sec-Butylbenzene ND mg/kg 03/08/20 04:55 135-98-802/28/20 14:100.680 0.138 2 tert-Butylbenzene ND mg/kg 03/08/20 04:55 98-06-602/28/20 14:100.272 0.0843 2 Carbon tetrachloride ND mg/kg 03/08/20 04:55 56-23-502/28/20 14:100.272 0.0587 2 Chlorobenzene ND mg/kg 03/08/20 04:55 108-90-702/28/20 14:100.136 0.0311 2 Dibromochloromethane ND mg/kg 03/08/20 04:55 124-48-102/28/20 14:100.136 0.0245 2 Chloroethane ND mg/kg 03/08/20 04:55 75-00-302/28/20 14:100.272 0.0587 2 Chloroform ND mg/kg 03/08/20 04:55 67-66-302/28/20 14:100.136 0.0226 2 Chloromethane ND mg/kg 03/08/20 04:55 74-87-302/28/20 14:100.680 0.0756 2 2-Chlorotoluene ND mg/kg 03/08/20 04:55 95-49-802/28/20 14:100.136 0.0500 2 4-Chlorotoluene ND mg/kg 03/08/20 04:55 106-43-402/28/20 14:100.272 0.0614 2 1,2-Dibromo-3-chloropropane ND mg/kg 03/08/20 04:55 96-12-802/28/20 14:101.36 0.277 2 1,2-Dibromoethane (EDB)ND mg/kg 03/08/20 04:55 106-93-402/28/20 14:100.136 0.0286 2 Dibromomethane ND mg/kg 03/08/20 04:55 74-95-302/28/20 14:100.272 0.0544 2 1,2-Dichlorobenzene ND mg/kg 03/08/20 04:55 95-50-102/28/20 14:100.272 0.0788 2 1,3-Dichlorobenzene ND mg/kg 03/08/20 04:55 541-73-102/28/20 14:100.272 0.0924 2 1,4-Dichlorobenzene ND mg/kg 03/08/20 04:55 106-46-702/28/20 14:100.272 0.107 2 Dichlorodifluoromethane ND mg/kg 03/08/20 04:55 75-71-8 CC02/28/20 14:100.136 0.0445 2 Dichlorofluoromethane ND mg/kg 03/08/20 04:55 75-43-402/28/20 14:100.136 0.0508 2 1,1-Dichloroethane ND mg/kg 03/08/20 04:55 75-34-302/28/20 14:100.136 0.0313 2 1,2-Dichloroethane ND mg/kg 03/08/20 04:55 107-06-202/28/20 14:100.136 0.0259 2 1,1-Dichloroethene ND mg/kg 03/08/20 04:55 75-35-402/28/20 14:100.136 0.0272 2 cis-1,2-Dichloroethene ND mg/kg 03/08/20 04:55 156-59-202/28/20 14:100.136 0.0375 2 trans-1,2-Dichloroethene ND mg/kg 03/08/20 04:55 156-60-502/28/20 14:100.272 0.0777 2 1,2-Dichloropropane ND mg/kg 03/08/20 04:55 78-87-502/28/20 14:100.272 0.0690 2 1,1-Dichloropropene ND mg/kg 03/08/20 04:55 563-58-602/28/20 14:100.136 0.0381 2 1,3-Dichloropropane ND mg/kg 03/08/20 04:55 142-28-902/28/20 14:100.272 0.0951 2 cis-1,3-Dichloropropene ND mg/kg 03/08/20 04:55 10061-01-502/28/20 14:100.136 0.0369 2 trans-1,3-Dichloropropene ND mg/kg 03/08/20 04:55 10061-02-602/28/20 14:100.272 0.0832 2 2,2-Dichloropropane ND mg/kg 03/08/20 04:55 594-20-702/28/20 14:100.136 0.0432 2 Diisopropyl ether ND mg/kg 03/08/20 04:55 108-20-302/28/20 14:100.0544 0.0190 2 Ethylbenzene ND mg/kg 03/08/20 04:55 100-41-402/28/20 14:100.136 0.0288 2 Diethyl ether (Ethyl ether)ND mg/kg 03/08/20 04:55 60-29-702/28/20 14:100.136 0.0232 2 Hexachloro-1,3-butadiene ND mg/kg 03/08/20 04:55 87-68-3 CC02/28/20 14:101.36 0.690 2 Isopropylbenzene (Cumene)ND mg/kg 03/08/20 04:55 98-82-802/28/20 14:100.136 0.0469 2 p-Isopropyltoluene ND mg/kg 03/08/20 04:55 99-87-602/28/20 14:100.272 0.127 2 2-Butanone (MEK)ND mg/kg 03/08/20 04:55 78-93-302/28/20 14:101.36 0.680 2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 21 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-2 (2.5-5)Lab ID:10510212002 Collected:02/28/20 14:40 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Methylene Chloride ND mg/kg 03/08/20 04:55 75-09-202/28/20 14:101.36 0.361 2 4-Methyl-2-pentanone (MIBK)ND mg/kg 03/08/20 04:55 108-10-102/28/20 14:101.36 0.544 2 Methyl-tert-butyl ether ND mg/kg 03/08/20 04:55 1634-04-402/28/20 14:100.0544 0.0160 2 Naphthalene ND mg/kg 03/08/20 04:55 91-20-302/28/20 14:100.680 0.170 2 n-Propylbenzene ND mg/kg 03/08/20 04:55 103-65-102/28/20 14:100.272 0.0642 2 Styrene ND mg/kg 03/08/20 04:55 100-42-502/28/20 14:100.680 0.149 2 1,1,1,2-Tetrachloroethane ND mg/kg 03/08/20 04:55 630-20-602/28/20 14:100.136 0.0272 2 1,1,2,2-Tetrachloroethane ND mg/kg 03/08/20 04:55 79-34-502/28/20 14:100.136 0.0212 2 1,1,2-Trichlorotrifluoroethane ND mg/kg 03/08/20 04:55 76-13-102/28/20 14:100.136 0.0368 2 Tetrachloroethene ND mg/kg 03/08/20 04:55 127-18-402/28/20 14:100.136 0.0381 2 Tetrahydrofuran ND mg/kg 03/08/20 04:55 109-99-902/28/20 14:100.680 0.123 2 Toluene ND mg/kg 03/08/20 04:55 108-88-302/28/20 14:100.272 0.0680 2 1,2,3-Trichlorobenzene ND mg/kg 03/08/20 04:55 87-61-6 CC02/28/20 14:100.680 0.0340 2 1,2,4-Trichlorobenzene ND mg/kg 03/08/20 04:55 120-82-1 CC02/28/20 14:100.680 0.262 2 1,1,1-Trichloroethane ND mg/kg 03/08/20 04:55 71-55-602/28/20 14:100.136 0.0150 2 1,1,2-Trichloroethane ND mg/kg 03/08/20 04:55 79-00-502/28/20 14:100.136 0.0481 2 Trichloroethene ND mg/kg 03/08/20 04:55 79-01-602/28/20 14:100.0544 0.0217 2 Trichlorofluoromethane ND mg/kg 03/08/20 04:55 75-69-402/28/20 14:100.136 0.0272 2 1,2,3-Trichloropropane ND mg/kg 03/08/20 04:55 96-18-402/28/20 14:100.680 0.277 2 1,2,4-Trimethylbenzene ND mg/kg 03/08/20 04:55 95-63-602/28/20 14:100.272 0.0631 2 1,3,5-Trimethylbenzene ND mg/kg 03/08/20 04:55 108-67-802/28/20 14:100.272 0.0587 2 Vinyl chloride ND mg/kg 03/08/20 04:55 75-01-402/28/20 14:100.136 0.0372 2 Xylene (Total)ND mg/kg 03/08/20 04:55 1330-20-702/28/20 14:100.353 0.260 2 Surrogates Toluene-d8 (S)99.7 %03/08/20 04:55 2037-26-502/28/20 14:1075.0-131 2 4-Bromofluorobenzene (S)96.8 %03/08/20 04:55 460-00-402/28/20 14:1067.0-138 2 1,2-Dichloroethane-d4 (S)104 %03/08/20 04:55 17060-07-002/28/20 14:1070.0-130 2 Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011 Total Solids 92.0 %03/09/20 15:5803/09/20 15:501 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 22 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-4 (2.5-5)Lab ID:10510212003 Collected:02/28/20 10:10 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS WDRO C10-C28 14.5 mg/kg 03/02/20 16:36 T603/01/20 12:209.0 3.5 1 Surrogates n-Triacontane (S)82 %.03/02/20 16:36 638-68-603/01/20 12:2050-150 1 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium SoilWIGRO GCV Gasoline Range Organics ND mg/kg 03/05/20 04:5803/04/20 13:4410.5 3.0 1 Surrogates a,a,a-Trifluorotoluene (S)102 %.03/05/20 04:58 98-08-803/04/20 13:4480-150 1 Analytical Method: EPA 6010D Preparation Method: EPA 3050B6010D MET ICP Arsenic 3.7 mg/kg 03/03/20 11:02 7440-38-203/02/20 11:272.1 0.42 2 Barium 42.8 mg/kg 03/02/20 16:30 7440-39-303/02/20 11:270.52 0.082 1 Cadmium ND mg/kg 03/02/20 16:30 7440-43-903/02/20 11:270.16 0.031 1 Chromium 5.2 mg/kg 03/02/20 16:30 7440-47-303/02/20 11:270.52 0.10 1 Lead 2.4 mg/kg 03/02/20 16:30 7439-92-103/02/20 11:270.52 0.12 1 Selenium ND mg/kg 03/03/20 11:02 7782-49-2 D303/02/20 11:272.1 0.68 2 Silver ND mg/kg 03/02/20 16:30 7440-22-403/02/20 11:270.52 0.038 1 Analytical Method: EPA 7471B Preparation Method: EPA 7471B7471B Mercury Mercury ND mg/kg 03/03/20 15:13 7439-97-603/02/20 12:080.020 0.0089 1 Analytical Method: ASTM D2974Dry Weight / %M by ASTM D2974 Percent Moisture 7.9 %03/03/20 09:46 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3550C8270E MSSV PAH by SIM Acenaphthene ND mg/kg 03/03/20 00:36 83-32-902/28/20 17:380.011 0.00044 1 Acenaphthylene 0.017 mg/kg 03/03/20 00:36 208-96-802/28/20 17:380.011 0.00086 1 Anthracene ND mg/kg 03/03/20 00:36 120-12-702/28/20 17:380.011 0.00031 1 Benzo(a)anthracene ND mg/kg 03/03/20 00:36 56-55-302/28/20 17:380.011 0.00036 1 Benzo(a)pyrene ND mg/kg 03/03/20 00:36 50-32-802/28/20 17:380.011 0.00042 1 Benzo(b)fluoranthene ND mg/kg 03/03/20 00:36 205-99-202/28/20 17:380.011 0.00021 1 Benzo(g,h,i)perylene ND mg/kg 03/03/20 00:36 191-24-202/28/20 17:380.011 0.00029 1 Benzo(k)fluoranthene ND mg/kg 03/03/20 00:36 207-08-902/28/20 17:380.011 0.00027 1 Chrysene ND mg/kg 03/03/20 00:36 218-01-902/28/20 17:380.011 0.00043 1 Dibenz(a,h)anthracene ND mg/kg 03/03/20 00:36 53-70-302/28/20 17:380.011 0.00043 1 Fluoranthene 0.015 mg/kg 03/03/20 00:36 206-44-002/28/20 17:380.011 0.00035 1 Fluorene ND mg/kg 03/03/20 00:36 86-73-702/28/20 17:380.011 0.00032 1 Indeno(1,2,3-cd)pyrene ND mg/kg 03/03/20 00:36 193-39-502/28/20 17:380.011 0.00022 1 Naphthalene ND mg/kg 03/03/20 00:36 91-20-302/28/20 17:380.011 0.00049 1 Phenanthrene 0.012 mg/kg 03/03/20 00:36 85-01-802/28/20 17:380.011 0.00027 1 Pyrene 0.013 mg/kg 03/03/20 00:36 129-00-002/28/20 17:380.011 0.00034 1 Total BaP Eq. MN 2006sh. ND=0 ND mg/kg 03/03/20 00:36 N202/28/20 17:380.011 0.011 1 Surrogates 2-Fluorobiphenyl (S)87 %.03/03/20 00:36 321-60-802/28/20 17:3830-138 1 p-Terphenyl-d14 (S)84 %.03/03/20 00:36 1718-51-002/28/20 17:3830-143 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 23 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-4 (2.5-5)Lab ID:10510212003 Collected:02/28/20 10:10 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Acetone ND mg/kg 03/08/20 05:15 67-64-1 R102/28/20 10:101.33 0.731 2 Allyl chloride ND mg/kg 03/08/20 05:15 107-05-102/28/20 10:101.33 0.774 2 Benzene ND mg/kg 03/08/20 05:15 71-43-202/28/20 10:100.0534 0.0213 2 Bromobenzene ND mg/kg 03/08/20 05:15 108-86-102/28/20 10:100.667 0.0560 2 Bromochloromethane ND mg/kg 03/08/20 05:15 74-97-502/28/20 10:100.267 0.0603 2 Bromodichloromethane ND mg/kg 03/08/20 05:15 75-27-402/28/20 10:100.133 0.0420 2 Bromoform ND mg/kg 03/08/20 05:15 75-25-2 CC02/28/20 10:101.33 0.319 2 Bromomethane ND mg/kg 03/08/20 05:15 74-83-902/28/20 10:100.667 0.197 2 n-Butylbenzene ND mg/kg 03/08/20 05:15 104-51-802/28/20 10:100.667 0.205 2 sec-Butylbenzene ND mg/kg 03/08/20 05:15 135-98-802/28/20 10:100.667 0.136 2 tert-Butylbenzene ND mg/kg 03/08/20 05:15 98-06-602/28/20 10:100.267 0.0827 2 Carbon tetrachloride ND mg/kg 03/08/20 05:15 56-23-502/28/20 10:100.267 0.0576 2 Chlorobenzene ND mg/kg 03/08/20 05:15 108-90-702/28/20 10:100.133 0.0305 2 Dibromochloromethane ND mg/kg 03/08/20 05:15 124-48-102/28/20 10:100.133 0.0240 2 Chloroethane ND mg/kg 03/08/20 05:15 75-00-302/28/20 10:100.267 0.0576 2 Chloroform ND mg/kg 03/08/20 05:15 67-66-302/28/20 10:100.133 0.0222 2 Chloromethane ND mg/kg 03/08/20 05:15 74-87-302/28/20 10:100.667 0.0742 2 2-Chlorotoluene ND mg/kg 03/08/20 05:15 95-49-802/28/20 10:100.133 0.0491 2 4-Chlorotoluene ND mg/kg 03/08/20 05:15 106-43-402/28/20 10:100.267 0.0603 2 1,2-Dibromo-3-chloropropane ND mg/kg 03/08/20 05:15 96-12-802/28/20 10:101.33 0.272 2 1,2-Dibromoethane (EDB)ND mg/kg 03/08/20 05:15 106-93-402/28/20 10:100.133 0.0281 2 Dibromomethane ND mg/kg 03/08/20 05:15 74-95-302/28/20 10:100.267 0.0534 2 1,2-Dichlorobenzene ND mg/kg 03/08/20 05:15 95-50-102/28/20 10:100.267 0.0774 2 1,3-Dichlorobenzene ND mg/kg 03/08/20 05:15 541-73-102/28/20 10:100.267 0.0907 2 1,4-Dichlorobenzene ND mg/kg 03/08/20 05:15 106-46-702/28/20 10:100.267 0.105 2 Dichlorodifluoromethane ND mg/kg 03/08/20 05:15 75-71-8 CC02/28/20 10:100.133 0.0436 2 Dichlorofluoromethane ND mg/kg 03/08/20 05:15 75-43-402/28/20 10:100.133 0.0498 2 1,1-Dichloroethane ND mg/kg 03/08/20 05:15 75-34-302/28/20 10:100.133 0.0307 2 1,2-Dichloroethane ND mg/kg 03/08/20 05:15 107-06-202/28/20 10:100.133 0.0254 2 1,1-Dichloroethene ND mg/kg 03/08/20 05:15 75-35-402/28/20 10:100.133 0.0267 2 cis-1,2-Dichloroethene ND mg/kg 03/08/20 05:15 156-59-202/28/20 10:100.133 0.0368 2 trans-1,2-Dichloroethene ND mg/kg 03/08/20 05:15 156-60-502/28/20 10:100.267 0.0763 2 1,2-Dichloropropane ND mg/kg 03/08/20 05:15 78-87-502/28/20 10:100.267 0.0678 2 1,1-Dichloropropene ND mg/kg 03/08/20 05:15 563-58-602/28/20 10:100.133 0.0373 2 1,3-Dichloropropane ND mg/kg 03/08/20 05:15 142-28-902/28/20 10:100.267 0.0934 2 cis-1,3-Dichloropropene ND mg/kg 03/08/20 05:15 10061-01-502/28/20 10:100.133 0.0362 2 trans-1,3-Dichloropropene ND mg/kg 03/08/20 05:15 10061-02-602/28/20 10:100.267 0.0816 2 2,2-Dichloropropane ND mg/kg 03/08/20 05:15 594-20-702/28/20 10:100.133 0.0424 2 Diisopropyl ether ND mg/kg 03/08/20 05:15 108-20-302/28/20 10:100.0534 0.0187 2 Ethylbenzene ND mg/kg 03/08/20 05:15 100-41-402/28/20 10:100.133 0.0283 2 Diethyl ether (Ethyl ether)ND mg/kg 03/08/20 05:15 60-29-702/28/20 10:100.133 0.0227 2 Hexachloro-1,3-butadiene ND mg/kg 03/08/20 05:15 87-68-3 CC02/28/20 10:101.33 0.678 2 Isopropylbenzene (Cumene)ND mg/kg 03/08/20 05:15 98-82-802/28/20 10:100.133 0.0460 2 p-Isopropyltoluene ND mg/kg 03/08/20 05:15 99-87-602/28/20 10:100.267 0.125 2 2-Butanone (MEK)ND mg/kg 03/08/20 05:15 78-93-302/28/20 10:101.33 0.667 2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 24 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-4 (2.5-5)Lab ID:10510212003 Collected:02/28/20 10:10 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Methylene Chloride ND mg/kg 03/08/20 05:15 75-09-202/28/20 10:101.33 0.354 2 4-Methyl-2-pentanone (MIBK)ND mg/kg 03/08/20 05:15 108-10-102/28/20 10:101.33 0.534 2 Methyl-tert-butyl ether ND mg/kg 03/08/20 05:15 1634-04-402/28/20 10:100.0534 0.0157 2 Naphthalene ND mg/kg 03/08/20 05:15 91-20-302/28/20 10:100.667 0.166 2 n-Propylbenzene ND mg/kg 03/08/20 05:15 103-65-102/28/20 10:100.267 0.0630 2 Styrene ND mg/kg 03/08/20 05:15 100-42-502/28/20 10:100.667 0.146 2 1,1,1,2-Tetrachloroethane ND mg/kg 03/08/20 05:15 630-20-602/28/20 10:100.133 0.0267 2 1,1,2,2-Tetrachloroethane ND mg/kg 03/08/20 05:15 79-34-502/28/20 10:100.133 0.0208 2 1,1,2-Trichlorotrifluoroethane ND mg/kg 03/08/20 05:15 76-13-102/28/20 10:100.133 0.0361 2 Tetrachloroethene ND mg/kg 03/08/20 05:15 127-18-402/28/20 10:100.133 0.0373 2 Tetrahydrofuran ND mg/kg 03/08/20 05:15 109-99-902/28/20 10:100.667 0.121 2 Toluene ND mg/kg 03/08/20 05:15 108-88-302/28/20 10:100.267 0.0667 2 1,2,3-Trichlorobenzene ND mg/kg 03/08/20 05:15 87-61-6 CC02/28/20 10:100.667 0.0334 2 1,2,4-Trichlorobenzene ND mg/kg 03/08/20 05:15 120-82-1 CC02/28/20 10:100.667 0.257 2 1,1,1-Trichloroethane ND mg/kg 03/08/20 05:15 71-55-602/28/20 10:100.133 0.0147 2 1,1,2-Trichloroethane ND mg/kg 03/08/20 05:15 79-00-502/28/20 10:100.133 0.0472 2 Trichloroethene ND mg/kg 03/08/20 05:15 79-01-602/28/20 10:100.0534 0.0213 2 Trichlorofluoromethane ND mg/kg 03/08/20 05:15 75-69-402/28/20 10:100.133 0.0267 2 1,2,3-Trichloropropane ND mg/kg 03/08/20 05:15 96-18-402/28/20 10:100.667 0.272 2 1,2,4-Trimethylbenzene ND mg/kg 03/08/20 05:15 95-63-602/28/20 10:100.267 0.0619 2 1,3,5-Trimethylbenzene ND mg/kg 03/08/20 05:15 108-67-802/28/20 10:100.267 0.0576 2 Vinyl chloride ND mg/kg 03/08/20 05:15 75-01-402/28/20 10:100.133 0.0365 2 Xylene (Total)ND mg/kg 03/08/20 05:15 1330-20-702/28/20 10:100.347 0.255 2 Surrogates Toluene-d8 (S)99.4 %03/08/20 05:15 2037-26-502/28/20 10:1075.0-131 2 4-Bromofluorobenzene (S)98.0 %03/08/20 05:15 460-00-402/28/20 10:1067.0-138 2 1,2-Dichloroethane-d4 (S)101 %03/08/20 05:15 17060-07-002/28/20 10:1070.0-130 2 Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011 Total Solids 93.7 %03/09/20 15:5803/09/20 15:501 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 25 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-6 (2.5-5)Lab ID:10510212004 Collected:02/28/20 13:10 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS WDRO C10-C28 62.8 mg/kg 03/03/20 13:13 T603/01/20 12:2039.7 15.4 5 Surrogates n-Triacontane (S)217 %.03/03/20 13:13 638-68-6 S503/01/20 12:2050-150 5 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium SoilWIGRO GCV Gasoline Range Organics ND mg/kg 03/05/20 05:2303/04/20 13:4410.8 3.1 1 Surrogates a,a,a-Trifluorotoluene (S)101 %.03/05/20 05:23 98-08-803/04/20 13:4480-150 1 Analytical Method: EPA 6010D Preparation Method: EPA 3050B6010D MET ICP Arsenic 5.2 mg/kg 03/03/20 11:05 7440-38-203/02/20 11:272.0 0.42 2 Barium 61.4 mg/kg 03/02/20 16:33 7440-39-303/02/20 11:270.51 0.081 1 Cadmium ND mg/kg 03/02/20 16:33 7440-43-903/02/20 11:270.15 0.031 1 Chromium 8.0 mg/kg 03/02/20 16:33 7440-47-303/02/20 11:270.51 0.10 1 Lead 2.9 mg/kg 03/02/20 16:33 7439-92-103/02/20 11:270.51 0.12 1 Selenium ND mg/kg 03/03/20 11:05 7782-49-2 D303/02/20 11:272.0 0.67 2 Silver ND mg/kg 03/02/20 16:33 7440-22-403/02/20 11:270.51 0.037 1 Analytical Method: EPA 7471B Preparation Method: EPA 7471B7471B Mercury Mercury ND mg/kg 03/03/20 15:15 7439-97-603/02/20 12:080.020 0.0089 1 Analytical Method: ASTM D2974Dry Weight / %M by ASTM D2974 Percent Moisture 5.2 %03/03/20 09:46 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3550C8270E MSSV PAH by SIM Acenaphthene ND mg/kg 03/03/20 00:58 83-32-902/28/20 17:380.010 0.00043 1 Acenaphthylene 0.011 mg/kg 03/03/20 00:58 208-96-802/28/20 17:380.010 0.00084 1 Anthracene ND mg/kg 03/03/20 00:58 120-12-702/28/20 17:380.010 0.00030 1 Benzo(a)anthracene ND mg/kg 03/03/20 00:58 56-55-302/28/20 17:380.010 0.00035 1 Benzo(a)pyrene ND mg/kg 03/03/20 00:58 50-32-802/28/20 17:380.010 0.00041 1 Benzo(b)fluoranthene ND mg/kg 03/03/20 00:58 205-99-202/28/20 17:380.010 0.00021 1 Benzo(g,h,i)perylene ND mg/kg 03/03/20 00:58 191-24-202/28/20 17:380.010 0.00029 1 Benzo(k)fluoranthene ND mg/kg 03/03/20 00:58 207-08-902/28/20 17:380.010 0.00026 1 Chrysene ND mg/kg 03/03/20 00:58 218-01-902/28/20 17:380.010 0.00042 1 Dibenz(a,h)anthracene ND mg/kg 03/03/20 00:58 53-70-302/28/20 17:380.010 0.00042 1 Fluoranthene ND mg/kg 03/03/20 00:58 206-44-002/28/20 17:380.010 0.00035 1 Fluorene ND mg/kg 03/03/20 00:58 86-73-702/28/20 17:380.010 0.00031 1 Indeno(1,2,3-cd)pyrene ND mg/kg 03/03/20 00:58 193-39-502/28/20 17:380.010 0.00021 1 Naphthalene ND mg/kg 03/03/20 00:58 91-20-302/28/20 17:380.010 0.00048 1 Phenanthrene ND mg/kg 03/03/20 00:58 85-01-802/28/20 17:380.010 0.00026 1 Pyrene ND mg/kg 03/03/20 00:58 129-00-002/28/20 17:380.010 0.00034 1 Total BaP Eq. MN 2006sh. ND=0 ND mg/kg 03/03/20 00:58 N202/28/20 17:380.010 0.010 1 Surrogates 2-Fluorobiphenyl (S)89 %.03/03/20 00:58 321-60-802/28/20 17:3830-138 1 p-Terphenyl-d14 (S)88 %.03/03/20 00:58 1718-51-002/28/20 17:3830-143 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 26 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-6 (2.5-5)Lab ID:10510212004 Collected:02/28/20 13:10 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Acetone ND mg/kg 03/08/20 05:34 67-64-1 R102/28/20 13:101.31 0.720 2 Allyl chloride ND mg/kg 03/08/20 05:34 107-05-102/28/20 13:101.31 0.762 2 Benzene ND mg/kg 03/08/20 05:34 71-43-202/28/20 13:100.0525 0.0210 2 Bromobenzene ND mg/kg 03/08/20 05:34 108-86-102/28/20 13:100.657 0.0552 2 Bromochloromethane ND mg/kg 03/08/20 05:34 74-97-502/28/20 13:100.263 0.0594 2 Bromodichloromethane ND mg/kg 03/08/20 05:34 75-27-402/28/20 13:100.131 0.0414 2 Bromoform ND mg/kg 03/08/20 05:34 75-25-2 CC02/28/20 13:101.31 0.314 2 Bromomethane ND mg/kg 03/08/20 05:34 74-83-902/28/20 13:100.657 0.194 2 n-Butylbenzene ND mg/kg 03/08/20 05:34 104-51-802/28/20 13:100.657 0.202 2 sec-Butylbenzene ND mg/kg 03/08/20 05:34 135-98-802/28/20 13:100.657 0.133 2 tert-Butylbenzene ND mg/kg 03/08/20 05:34 98-06-602/28/20 13:100.263 0.0815 2 Carbon tetrachloride ND mg/kg 03/08/20 05:34 56-23-502/28/20 13:100.263 0.0568 2 Chlorobenzene ND mg/kg 03/08/20 05:34 108-90-702/28/20 13:100.131 0.0301 2 Dibromochloromethane ND mg/kg 03/08/20 05:34 124-48-102/28/20 13:100.131 0.0236 2 Chloroethane ND mg/kg 03/08/20 05:34 75-00-302/28/20 13:100.263 0.0568 2 Chloroform ND mg/kg 03/08/20 05:34 67-66-302/28/20 13:100.131 0.0219 2 Chloromethane ND mg/kg 03/08/20 05:34 74-87-302/28/20 13:100.657 0.0730 2 2-Chlorotoluene ND mg/kg 03/08/20 05:34 95-49-802/28/20 13:100.131 0.0483 2 4-Chlorotoluene ND mg/kg 03/08/20 05:34 106-43-402/28/20 13:100.263 0.0594 2 1,2-Dibromo-3-chloropropane ND mg/kg 03/08/20 05:34 96-12-802/28/20 13:101.31 0.268 2 1,2-Dibromoethane (EDB)ND mg/kg 03/08/20 05:34 106-93-402/28/20 13:100.131 0.0276 2 Dibromomethane ND mg/kg 03/08/20 05:34 74-95-302/28/20 13:100.263 0.0525 2 1,2-Dichlorobenzene ND mg/kg 03/08/20 05:34 95-50-102/28/20 13:100.263 0.0762 2 1,3-Dichlorobenzene ND mg/kg 03/08/20 05:34 541-73-102/28/20 13:100.263 0.0893 2 1,4-Dichlorobenzene ND mg/kg 03/08/20 05:34 106-46-702/28/20 13:100.263 0.104 2 Dichlorodifluoromethane ND mg/kg 03/08/20 05:34 75-71-8 CC02/28/20 13:100.131 0.0430 2 Dichlorofluoromethane ND mg/kg 03/08/20 05:34 75-43-402/28/20 13:100.131 0.0491 2 1,1-Dichloroethane ND mg/kg 03/08/20 05:34 75-34-302/28/20 13:100.131 0.0303 2 1,2-Dichloroethane ND mg/kg 03/08/20 05:34 107-06-202/28/20 13:100.131 0.0250 2 1,1-Dichloroethene ND mg/kg 03/08/20 05:34 75-35-402/28/20 13:100.131 0.0263 2 cis-1,2-Dichloroethene ND mg/kg 03/08/20 05:34 156-59-202/28/20 13:100.131 0.0363 2 trans-1,2-Dichloroethene ND mg/kg 03/08/20 05:34 156-60-502/28/20 13:100.263 0.0751 2 1,2-Dichloropropane ND mg/kg 03/08/20 05:34 78-87-502/28/20 13:100.263 0.0667 2 1,1-Dichloropropene ND mg/kg 03/08/20 05:34 563-58-602/28/20 13:100.131 0.0368 2 1,3-Dichloropropane ND mg/kg 03/08/20 05:34 142-28-902/28/20 13:100.263 0.0920 2 cis-1,3-Dichloropropene ND mg/kg 03/08/20 05:34 10061-01-502/28/20 13:100.131 0.0356 2 trans-1,3-Dichloropropene ND mg/kg 03/08/20 05:34 10061-02-602/28/20 13:100.263 0.0804 2 2,2-Dichloropropane ND mg/kg 03/08/20 05:34 594-20-702/28/20 13:100.131 0.0417 2 Diisopropyl ether ND mg/kg 03/08/20 05:34 108-20-302/28/20 13:100.0525 0.0184 2 Ethylbenzene ND mg/kg 03/08/20 05:34 100-41-402/28/20 13:100.131 0.0279 2 Diethyl ether (Ethyl ether)ND mg/kg 03/08/20 05:34 60-29-702/28/20 13:100.131 0.0224 2 Hexachloro-1,3-butadiene ND mg/kg 03/08/20 05:34 87-68-3 CC02/28/20 13:101.31 0.667 2 Isopropylbenzene (Cumene)ND mg/kg 03/08/20 05:34 98-82-802/28/20 13:100.131 0.0453 2 p-Isopropyltoluene ND mg/kg 03/08/20 05:34 99-87-602/28/20 13:100.263 0.123 2 2-Butanone (MEK)ND mg/kg 03/08/20 05:34 78-93-302/28/20 13:101.31 0.657 2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 27 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-6 (2.5-5)Lab ID:10510212004 Collected:02/28/20 13:10 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Methylene Chloride ND mg/kg 03/08/20 05:34 75-09-202/28/20 13:101.31 0.349 2 4-Methyl-2-pentanone (MIBK)ND mg/kg 03/08/20 05:34 108-10-102/28/20 13:101.31 0.525 2 Methyl-tert-butyl ether ND mg/kg 03/08/20 05:34 1634-04-402/28/20 13:100.0525 0.0154 2 Naphthalene ND mg/kg 03/08/20 05:34 91-20-302/28/20 13:100.657 0.164 2 n-Propylbenzene ND mg/kg 03/08/20 05:34 103-65-102/28/20 13:100.263 0.0620 2 Styrene ND mg/kg 03/08/20 05:34 100-42-502/28/20 13:100.657 0.144 2 1,1,1,2-Tetrachloroethane ND mg/kg 03/08/20 05:34 630-20-602/28/20 13:100.131 0.0263 2 1,1,2,2-Tetrachloroethane ND mg/kg 03/08/20 05:34 79-34-502/28/20 13:100.131 0.0205 2 1,1,2-Trichlorotrifluoroethane ND mg/kg 03/08/20 05:34 76-13-102/28/20 13:100.131 0.0355 2 Tetrachloroethene ND mg/kg 03/08/20 05:34 127-18-402/28/20 13:100.131 0.0368 2 Tetrahydrofuran ND mg/kg 03/08/20 05:34 109-99-902/28/20 13:100.657 0.119 2 Toluene ND mg/kg 03/08/20 05:34 108-88-302/28/20 13:100.263 0.0657 2 1,2,3-Trichlorobenzene ND mg/kg 03/08/20 05:34 87-61-6 CC02/28/20 13:100.657 0.0329 2 1,2,4-Trichlorobenzene ND mg/kg 03/08/20 05:34 120-82-1 CC02/28/20 13:100.657 0.253 2 1,1,1-Trichloroethane ND mg/kg 03/08/20 05:34 71-55-602/28/20 13:100.131 0.0145 2 1,1,2-Trichloroethane ND mg/kg 03/08/20 05:34 79-00-502/28/20 13:100.131 0.0465 2 Trichloroethene ND mg/kg 03/08/20 05:34 79-01-602/28/20 13:100.0525 0.0210 2 Trichlorofluoromethane ND mg/kg 03/08/20 05:34 75-69-402/28/20 13:100.131 0.0263 2 1,2,3-Trichloropropane ND mg/kg 03/08/20 05:34 96-18-402/28/20 13:100.657 0.268 2 1,2,4-Trimethylbenzene ND mg/kg 03/08/20 05:34 95-63-602/28/20 13:100.263 0.0610 2 1,3,5-Trimethylbenzene ND mg/kg 03/08/20 05:34 108-67-802/28/20 13:100.263 0.0568 2 Vinyl chloride ND mg/kg 03/08/20 05:34 75-01-402/28/20 13:100.131 0.0359 2 Xylene (Total)ND mg/kg 03/08/20 05:34 1330-20-702/28/20 13:100.342 0.251 2 Surrogates Toluene-d8 (S)101 %03/08/20 05:34 2037-26-502/28/20 13:1075.0-131 2 4-Bromofluorobenzene (S)99.1 %03/08/20 05:34 460-00-402/28/20 13:1067.0-138 2 1,2-Dichloroethane-d4 (S)106 %03/08/20 05:34 17060-07-002/28/20 13:1070.0-130 2 Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011 Total Solids 95.1 %03/09/20 15:5803/09/20 15:501 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 28 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-7 (2.5-5)Lab ID:10510212005 Collected:02/28/20 12:20 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS WDRO C10-C28 81.7 mg/kg 03/03/20 13:06 T6,T703/01/20 12:2043.4 16.9 5 Surrogates n-Triacontane (S)202 %.03/03/20 13:06 638-68-6 S503/01/20 12:2050-150 5 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium SoilWIGRO GCV Gasoline Range Organics ND mg/kg 03/05/20 05:4803/04/20 13:4410.4 2.9 1 Surrogates a,a,a-Trifluorotoluene (S)102 %.03/05/20 05:48 98-08-803/04/20 13:4480-150 1 Analytical Method: EPA 6010D Preparation Method: EPA 3050B6010D MET ICP Arsenic 3.6 mg/kg 03/03/20 11:08 7440-38-203/02/20 11:272.0 0.42 2 Barium 52.5 mg/kg 03/02/20 16:36 7440-39-303/02/20 11:270.51 0.080 1 Cadmium ND mg/kg 03/02/20 16:36 7440-43-903/02/20 11:270.15 0.030 1 Chromium 21.7 mg/kg 03/02/20 16:36 7440-47-303/02/20 11:270.51 0.10 1 Lead 3.4 mg/kg 03/02/20 16:36 7439-92-103/02/20 11:270.51 0.11 1 Selenium ND mg/kg 03/03/20 11:08 7782-49-2 D303/02/20 11:272.0 0.67 2 Silver ND mg/kg 03/02/20 16:36 7440-22-403/02/20 11:270.51 0.037 1 Analytical Method: EPA 7471B Preparation Method: EPA 7471B7471B Mercury Mercury ND mg/kg 03/03/20 15:18 7439-97-603/02/20 12:080.021 0.0094 1 Analytical Method: ASTM D2974Dry Weight / %M by ASTM D2974 Percent Moisture 7.1 %03/03/20 09:46 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3550C8270E MSSV PAH by SIM Acenaphthene ND mg/kg 03/03/20 01:19 83-32-902/28/20 17:380.011 0.00044 1 Acenaphthylene 0.014 mg/kg 03/03/20 01:19 208-96-802/28/20 17:380.011 0.00086 1 Anthracene 0.016 mg/kg 03/03/20 01:19 120-12-702/28/20 17:380.011 0.00030 1 Benzo(a)anthracene 0.019 mg/kg 03/03/20 01:19 56-55-302/28/20 17:380.011 0.00035 1 Benzo(a)pyrene 0.021 mg/kg 03/03/20 01:19 50-32-802/28/20 17:380.011 0.00042 1 Benzo(b)fluoranthene 0.026 mg/kg 03/03/20 01:19 205-99-202/28/20 17:380.011 0.00021 1 Benzo(g,h,i)perylene 0.021 mg/kg 03/03/20 01:19 191-24-202/28/20 17:380.011 0.00029 1 Benzo(k)fluoranthene ND mg/kg 03/03/20 01:19 207-08-902/28/20 17:380.011 0.00027 1 Chrysene 0.024 mg/kg 03/03/20 01:19 218-01-902/28/20 17:380.011 0.00043 1 Dibenz(a,h)anthracene ND mg/kg 03/03/20 01:19 53-70-302/28/20 17:380.011 0.00042 1 Fluoranthene 0.063 mg/kg 03/03/20 01:19 206-44-002/28/20 17:380.011 0.00035 1 Fluorene 0.013 mg/kg 03/03/20 01:19 86-73-702/28/20 17:380.011 0.00031 1 Indeno(1,2,3-cd)pyrene 0.012 mg/kg 03/03/20 01:19 193-39-502/28/20 17:380.011 0.00022 1 Naphthalene ND mg/kg 03/03/20 01:19 91-20-302/28/20 17:380.011 0.00049 1 Phenanthrene 0.074 mg/kg 03/03/20 01:19 85-01-802/28/20 17:380.011 0.00027 1 Pyrene 0.049 mg/kg 03/03/20 01:19 129-00-002/28/20 17:380.011 0.00034 1 Total BaP Eq. MN 2006sh. ND=0 0.027 mg/kg 03/03/20 01:19 N202/28/20 17:380.011 0.011 1 Surrogates 2-Fluorobiphenyl (S)85 %.03/03/20 01:19 321-60-802/28/20 17:3830-138 1 p-Terphenyl-d14 (S)82 %.03/03/20 01:19 1718-51-002/28/20 17:3830-143 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 29 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-7 (2.5-5)Lab ID:10510212005 Collected:02/28/20 12:20 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Acetone ND mg/kg 03/08/20 05:54 67-64-1 R102/28/20 12:101.31 0.718 2 Allyl chloride ND mg/kg 03/08/20 05:54 107-05-102/28/20 12:101.31 0.760 2 Benzene ND mg/kg 03/08/20 05:54 71-43-202/28/20 12:100.0524 0.0210 2 Bromobenzene ND mg/kg 03/08/20 05:54 108-86-102/28/20 12:100.655 0.0551 2 Bromochloromethane ND mg/kg 03/08/20 05:54 74-97-502/28/20 12:100.262 0.0592 2 Bromodichloromethane ND mg/kg 03/08/20 05:54 75-27-402/28/20 12:100.131 0.0413 2 Bromoform ND mg/kg 03/08/20 05:54 75-25-2 CC02/28/20 12:101.31 0.314 2 Bromomethane ND mg/kg 03/08/20 05:54 74-83-902/28/20 12:100.655 0.194 2 n-Butylbenzene ND mg/kg 03/08/20 05:54 104-51-802/28/20 12:100.655 0.201 2 sec-Butylbenzene ND mg/kg 03/08/20 05:54 135-98-802/28/20 12:100.655 0.133 2 tert-Butylbenzene ND mg/kg 03/08/20 05:54 98-06-602/28/20 12:100.262 0.0813 2 Carbon tetrachloride ND mg/kg 03/08/20 05:54 56-23-502/28/20 12:100.262 0.0566 2 Chlorobenzene ND mg/kg 03/08/20 05:54 108-90-702/28/20 12:100.131 0.0300 2 Dibromochloromethane ND mg/kg 03/08/20 05:54 124-48-102/28/20 12:100.131 0.0236 2 Chloroethane ND mg/kg 03/08/20 05:54 75-00-302/28/20 12:100.262 0.0566 2 Chloroform ND mg/kg 03/08/20 05:54 67-66-302/28/20 12:100.131 0.0218 2 Chloromethane ND mg/kg 03/08/20 05:54 74-87-302/28/20 12:100.655 0.0729 2 2-Chlorotoluene ND mg/kg 03/08/20 05:54 95-49-802/28/20 12:100.131 0.0482 2 4-Chlorotoluene ND mg/kg 03/08/20 05:54 106-43-402/28/20 12:100.262 0.0592 2 1,2-Dibromo-3-chloropropane ND mg/kg 03/08/20 05:54 96-12-802/28/20 12:101.31 0.267 2 1,2-Dibromoethane (EDB)ND mg/kg 03/08/20 05:54 106-93-402/28/20 12:100.131 0.0276 2 Dibromomethane ND mg/kg 03/08/20 05:54 74-95-302/28/20 12:100.262 0.0524 2 1,2-Dichlorobenzene ND mg/kg 03/08/20 05:54 95-50-102/28/20 12:100.262 0.0760 2 1,3-Dichlorobenzene ND mg/kg 03/08/20 05:54 541-73-102/28/20 12:100.262 0.0891 2 1,4-Dichlorobenzene ND mg/kg 03/08/20 05:54 106-46-702/28/20 12:100.262 0.103 2 Dichlorodifluoromethane ND mg/kg 03/08/20 05:54 75-71-8 CC02/28/20 12:100.131 0.0429 2 Dichlorofluoromethane ND mg/kg 03/08/20 05:54 75-43-402/28/20 12:100.131 0.0490 2 1,1-Dichloroethane ND mg/kg 03/08/20 05:54 75-34-302/28/20 12:100.131 0.0302 2 1,2-Dichloroethane ND mg/kg 03/08/20 05:54 107-06-202/28/20 12:100.131 0.0250 2 1,1-Dichloroethene ND mg/kg 03/08/20 05:54 75-35-402/28/20 12:100.131 0.0262 2 cis-1,2-Dichloroethene ND mg/kg 03/08/20 05:54 156-59-202/28/20 12:100.131 0.0362 2 trans-1,2-Dichloroethene ND mg/kg 03/08/20 05:54 156-60-502/28/20 12:100.262 0.0750 2 1,2-Dichloropropane ND mg/kg 03/08/20 05:54 78-87-502/28/20 12:100.262 0.0666 2 1,1-Dichloropropene ND mg/kg 03/08/20 05:54 563-58-602/28/20 12:100.131 0.0367 2 1,3-Dichloropropane ND mg/kg 03/08/20 05:54 142-28-902/28/20 12:100.262 0.0918 2 cis-1,3-Dichloropropene ND mg/kg 03/08/20 05:54 10061-01-502/28/20 12:100.131 0.0355 2 trans-1,3-Dichloropropene ND mg/kg 03/08/20 05:54 10061-02-602/28/20 12:100.262 0.0802 2 2,2-Dichloropropane ND mg/kg 03/08/20 05:54 594-20-702/28/20 12:100.131 0.0416 2 Diisopropyl ether ND mg/kg 03/08/20 05:54 108-20-302/28/20 12:100.0524 0.0184 2 Ethylbenzene ND mg/kg 03/08/20 05:54 100-41-402/28/20 12:100.131 0.0278 2 Diethyl ether (Ethyl ether)ND mg/kg 03/08/20 05:54 60-29-702/28/20 12:100.131 0.0223 2 Hexachloro-1,3-butadiene ND mg/kg 03/08/20 05:54 87-68-3 CC02/28/20 12:101.31 0.666 2 Isopropylbenzene (Cumene)ND mg/kg 03/08/20 05:54 98-82-802/28/20 12:100.131 0.0452 2 p-Isopropyltoluene ND mg/kg 03/08/20 05:54 99-87-602/28/20 12:100.262 0.123 2 2-Butanone (MEK)ND mg/kg 03/08/20 05:54 78-93-302/28/20 12:101.31 0.655 2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 30 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-7 (2.5-5)Lab ID:10510212005 Collected:02/28/20 12:20 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Methylene Chloride ND mg/kg 03/08/20 05:54 75-09-202/28/20 12:101.31 0.348 2 4-Methyl-2-pentanone (MIBK)ND mg/kg 03/08/20 05:54 108-10-102/28/20 12:101.31 0.524 2 Methyl-tert-butyl ether ND mg/kg 03/08/20 05:54 1634-04-402/28/20 12:100.0524 0.0154 2 Naphthalene ND mg/kg 03/08/20 05:54 91-20-302/28/20 12:100.655 0.164 2 n-Propylbenzene ND mg/kg 03/08/20 05:54 103-65-102/28/20 12:100.262 0.0619 2 Styrene ND mg/kg 03/08/20 05:54 100-42-502/28/20 12:100.655 0.144 2 1,1,1,2-Tetrachloroethane ND mg/kg 03/08/20 05:54 630-20-602/28/20 12:100.131 0.0262 2 1,1,2,2-Tetrachloroethane ND mg/kg 03/08/20 05:54 79-34-502/28/20 12:100.131 0.0204 2 1,1,2-Trichlorotrifluoroethane ND mg/kg 03/08/20 05:54 76-13-102/28/20 12:100.131 0.0354 2 Tetrachloroethene ND mg/kg 03/08/20 05:54 127-18-402/28/20 12:100.131 0.0367 2 Tetrahydrofuran ND mg/kg 03/08/20 05:54 109-99-902/28/20 12:100.655 0.118 2 Toluene ND mg/kg 03/08/20 05:54 108-88-302/28/20 12:100.262 0.0655 2 1,2,3-Trichlorobenzene ND mg/kg 03/08/20 05:54 87-61-6 CC02/28/20 12:100.655 0.0328 2 1,2,4-Trichlorobenzene ND mg/kg 03/08/20 05:54 120-82-1 CC02/28/20 12:100.655 0.253 2 1,1,1-Trichloroethane ND mg/kg 03/08/20 05:54 71-55-602/28/20 12:100.131 0.0145 2 1,1,2-Trichloroethane ND mg/kg 03/08/20 05:54 79-00-502/28/20 12:100.131 0.0464 2 Trichloroethene ND mg/kg 03/08/20 05:54 79-01-602/28/20 12:100.0524 0.0210 2 Trichlorofluoromethane ND mg/kg 03/08/20 05:54 75-69-402/28/20 12:100.131 0.0262 2 1,2,3-Trichloropropane ND mg/kg 03/08/20 05:54 96-18-402/28/20 12:100.655 0.267 2 1,2,4-Trimethylbenzene ND mg/kg 03/08/20 05:54 95-63-602/28/20 12:100.262 0.0608 2 1,3,5-Trimethylbenzene ND mg/kg 03/08/20 05:54 108-67-802/28/20 12:100.262 0.0566 2 Vinyl chloride ND mg/kg 03/08/20 05:54 75-01-402/28/20 12:100.131 0.0359 2 Xylene (Total)ND mg/kg 03/08/20 05:54 1330-20-702/28/20 12:100.341 0.251 2 Surrogates Toluene-d8 (S)99.6 %03/08/20 05:54 2037-26-502/28/20 12:1075.0-131 2 4-Bromofluorobenzene (S)99.2 %03/08/20 05:54 460-00-402/28/20 12:1067.0-138 2 1,2-Dichloroethane-d4 (S)104 %03/08/20 05:54 17060-07-002/28/20 12:1070.0-130 2 Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011 Total Solids 95.4 %03/09/20 15:5803/09/20 15:501 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 31 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-8 (7.5-10)Lab ID:10510212006 Collected:02/28/20 11:40 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS WDRO C10-C28 146 mg/kg 03/03/20 12:52 T6,T703/01/20 12:2091.3 35.4 10 Surrogates n-Triacontane (S)0 %.03/03/20 12:52 638-68-6 S403/01/20 12:2050-150 10 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium SoilWIGRO GCV Gasoline Range Organics ND mg/kg 03/05/20 07:0203/04/20 13:4411.5 3.3 1 Surrogates a,a,a-Trifluorotoluene (S)102 %.03/05/20 07:02 98-08-803/04/20 13:4480-150 1 Analytical Method: EPA 6010D Preparation Method: EPA 3050B6010D MET ICP Arsenic 2.5 mg/kg 03/02/20 16:39 7440-38-203/02/20 11:271.1 0.22 1 Barium 51.7 mg/kg 03/02/20 16:39 7440-39-303/02/20 11:270.53 0.084 1 Cadmium ND mg/kg 03/02/20 16:39 7440-43-903/02/20 11:270.16 0.032 1 Chromium 12.2 mg/kg 03/02/20 16:39 7440-47-303/02/20 11:270.53 0.11 1 Lead 30.9 mg/kg 03/02/20 16:39 7439-92-103/02/20 11:270.53 0.12 1 Selenium ND mg/kg 03/02/20 16:39 7782-49-203/02/20 11:271.1 0.35 1 Silver ND mg/kg 03/02/20 16:39 7440-22-403/02/20 11:270.53 0.038 1 Analytical Method: EPA 7471B Preparation Method: EPA 7471B7471B Mercury Mercury 0.023 mg/kg 03/03/20 15:20 7439-97-603/02/20 12:080.022 0.0097 1 Analytical Method: ASTM D2974Dry Weight / %M by ASTM D2974 Percent Moisture 13.1 %03/03/20 09:47 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3550C8270E MSSV PAH by SIM Acenaphthene 1.5 mg/kg 03/03/20 01:40 83-32-902/28/20 17:380.057 0.0023 5 Acenaphthylene 1.1 mg/kg 03/03/20 01:40 208-96-802/28/20 17:380.057 0.0046 5 Anthracene 0.94 mg/kg 03/03/20 15:06 120-12-702/28/20 17:380.23 0.0065 20 Benzo(a)anthracene 1.2 mg/kg 03/03/20 15:06 56-55-302/28/20 17:380.23 0.0076 20 Benzo(a)pyrene 1.2 mg/kg 03/03/20 15:06 50-32-802/28/20 17:380.23 0.0090 20 Benzo(b)fluoranthene 1.4 mg/kg 03/03/20 15:06 205-99-202/28/20 17:380.23 0.0045 20 Benzo(g,h,i)perylene 0.77 mg/kg 03/03/20 15:06 191-24-202/28/20 17:380.23 0.0062 20 Benzo(k)fluoranthene 0.59 mg/kg 03/03/20 15:06 207-08-902/28/20 17:380.23 0.0058 20 Chrysene 1.3 mg/kg 03/03/20 15:06 218-01-902/28/20 17:380.23 0.0092 20 Dibenz(a,h)anthracene 0.97 mg/kg 03/03/20 01:40 53-70-302/28/20 17:380.057 0.0023 5 Fluoranthene 3.9 mg/kg 03/03/20 15:06 206-44-002/28/20 17:380.23 0.0075 20 Fluorene 0.64 mg/kg 03/03/20 15:06 86-73-702/28/20 17:380.23 0.0068 20 Indeno(1,2,3-cd)pyrene 0.61 mg/kg 03/03/20 15:06 193-39-502/28/20 17:380.23 0.0047 20 Naphthalene 1.1 mg/kg 03/03/20 01:40 91-20-302/28/20 17:380.057 0.0026 5 Phenanthrene 4.5 mg/kg 03/03/20 15:06 85-01-802/28/20 17:380.23 0.0057 20 Pyrene 3.3 mg/kg 03/03/20 15:06 129-00-002/28/20 17:380.23 0.0073 20 Total BaP Eq. MN 2006sh. ND=0 2.2 mg/kg 03/03/20 15:06 N202/28/20 17:380.23 0.23 20 Surrogates 2-Fluorobiphenyl (S)92 %.03/03/20 01:40 321-60-802/28/20 17:3830-138 5 p-Terphenyl-d14 (S)102 %.03/03/20 01:40 1718-51-002/28/20 17:3830-143 5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 32 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-8 (7.5-10)Lab ID:10510212006 Collected:02/28/20 11:40 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Acetone ND mg/kg 03/08/20 06:13 67-64-1 R102/28/20 11:401.41 0.773 2 Allyl chloride ND mg/kg 03/08/20 06:13 107-05-102/28/20 11:401.41 0.819 2 Benzene ND mg/kg 03/08/20 06:13 71-43-202/28/20 11:400.0565 0.0226 2 Bromobenzene ND mg/kg 03/08/20 06:13 108-86-102/28/20 11:400.706 0.0593 2 Bromochloromethane ND mg/kg 03/08/20 06:13 74-97-502/28/20 11:400.282 0.0638 2 Bromodichloromethane ND mg/kg 03/08/20 06:13 75-27-402/28/20 11:400.141 0.0445 2 Bromoform ND mg/kg 03/08/20 06:13 75-25-2 CC02/28/20 11:401.41 0.338 2 Bromomethane ND mg/kg 03/08/20 06:13 74-83-902/28/20 11:400.706 0.209 2 n-Butylbenzene ND mg/kg 03/08/20 06:13 104-51-802/28/20 11:400.706 0.217 2 sec-Butylbenzene ND mg/kg 03/08/20 06:13 135-98-802/28/20 11:400.706 0.143 2 tert-Butylbenzene ND mg/kg 03/08/20 06:13 98-06-602/28/20 11:400.282 0.0875 2 Carbon tetrachloride ND mg/kg 03/08/20 06:13 56-23-502/28/20 11:400.282 0.0610 2 Chlorobenzene ND mg/kg 03/08/20 06:13 108-90-702/28/20 11:400.141 0.0323 2 Dibromochloromethane ND mg/kg 03/08/20 06:13 124-48-102/28/20 11:400.141 0.0254 2 Chloroethane ND mg/kg 03/08/20 06:13 75-00-302/28/20 11:400.282 0.0610 2 Chloroform ND mg/kg 03/08/20 06:13 67-66-302/28/20 11:400.141 0.0235 2 Chloromethane ND mg/kg 03/08/20 06:13 74-87-302/28/20 11:400.706 0.0785 2 2-Chlorotoluene ND mg/kg 03/08/20 06:13 95-49-802/28/20 11:400.141 0.0519 2 4-Chlorotoluene ND mg/kg 03/08/20 06:13 106-43-402/28/20 11:400.282 0.0638 2 1,2-Dibromo-3-chloropropane ND mg/kg 03/08/20 06:13 96-12-802/28/20 11:401.41 0.288 2 1,2-Dibromoethane (EDB)ND mg/kg 03/08/20 06:13 106-93-402/28/20 11:400.141 0.0297 2 Dibromomethane ND mg/kg 03/08/20 06:13 74-95-302/28/20 11:400.282 0.0565 2 1,2-Dichlorobenzene ND mg/kg 03/08/20 06:13 95-50-102/28/20 11:400.282 0.0819 2 1,3-Dichlorobenzene ND mg/kg 03/08/20 06:13 541-73-102/28/20 11:400.282 0.0960 2 1,4-Dichlorobenzene ND mg/kg 03/08/20 06:13 106-46-702/28/20 11:400.282 0.111 2 Dichlorodifluoromethane ND mg/kg 03/08/20 06:13 75-71-8 CC02/28/20 11:400.141 0.0462 2 Dichlorofluoromethane ND mg/kg 03/08/20 06:13 75-43-402/28/20 11:400.141 0.0527 2 1,1-Dichloroethane ND mg/kg 03/08/20 06:13 75-34-302/28/20 11:400.141 0.0325 2 1,2-Dichloroethane ND mg/kg 03/08/20 06:13 107-06-202/28/20 11:400.141 0.0269 2 1,1-Dichloroethene ND mg/kg 03/08/20 06:13 75-35-402/28/20 11:400.141 0.0282 2 cis-1,2-Dichloroethene ND mg/kg 03/08/20 06:13 156-59-202/28/20 11:400.141 0.0390 2 trans-1,2-Dichloroethene ND mg/kg 03/08/20 06:13 156-60-502/28/20 11:400.282 0.0807 2 1,2-Dichloropropane ND mg/kg 03/08/20 06:13 78-87-502/28/20 11:400.282 0.0717 2 1,1-Dichloropropene ND mg/kg 03/08/20 06:13 563-58-602/28/20 11:400.141 0.0395 2 1,3-Dichloropropane ND mg/kg 03/08/20 06:13 142-28-902/28/20 11:400.282 0.0988 2 cis-1,3-Dichloropropene ND mg/kg 03/08/20 06:13 10061-01-502/28/20 11:400.141 0.0383 2 trans-1,3-Dichloropropene ND mg/kg 03/08/20 06:13 10061-02-602/28/20 11:400.282 0.0864 2 2,2-Dichloropropane ND mg/kg 03/08/20 06:13 594-20-702/28/20 11:400.141 0.0448 2 Diisopropyl ether ND mg/kg 03/08/20 06:13 108-20-302/28/20 11:400.0565 0.0198 2 Ethylbenzene ND mg/kg 03/08/20 06:13 100-41-402/28/20 11:400.141 0.0299 2 Diethyl ether (Ethyl ether)ND mg/kg 03/08/20 06:13 60-29-702/28/20 11:400.141 0.0241 2 Hexachloro-1,3-butadiene ND mg/kg 03/08/20 06:13 87-68-3 CC02/28/20 11:401.41 0.717 2 Isopropylbenzene (Cumene)ND mg/kg 03/08/20 06:13 98-82-802/28/20 11:400.141 0.0487 2 p-Isopropyltoluene ND mg/kg 03/08/20 06:13 99-87-602/28/20 11:400.282 0.132 2 2-Butanone (MEK)ND mg/kg 03/08/20 06:13 78-93-302/28/20 11:401.41 0.706 2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 33 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:ST-8 (7.5-10)Lab ID:10510212006 Collected:02/28/20 11:40 Received:02/28/20 16:02 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Methylene Chloride ND mg/kg 03/08/20 06:13 75-09-202/28/20 11:401.41 0.375 2 4-Methyl-2-pentanone (MIBK)ND mg/kg 03/08/20 06:13 108-10-102/28/20 11:401.41 0.565 2 Methyl-tert-butyl ether ND mg/kg 03/08/20 06:13 1634-04-402/28/20 11:400.0565 0.0166 2 Naphthalene 1.86 mg/kg 03/08/20 06:13 91-20-302/28/20 11:400.706 0.176 2 n-Propylbenzene ND mg/kg 03/08/20 06:13 103-65-102/28/20 11:400.282 0.0666 2 Styrene ND mg/kg 03/08/20 06:13 100-42-502/28/20 11:400.706 0.155 2 1,1,1,2-Tetrachloroethane ND mg/kg 03/08/20 06:13 630-20-602/28/20 11:400.141 0.0282 2 1,1,2,2-Tetrachloroethane ND mg/kg 03/08/20 06:13 79-34-502/28/20 11:400.141 0.0220 2 1,1,2-Trichlorotrifluoroethane ND mg/kg 03/08/20 06:13 76-13-102/28/20 11:400.141 0.0382 2 Tetrachloroethene ND mg/kg 03/08/20 06:13 127-18-402/28/20 11:400.141 0.0395 2 Tetrahydrofuran ND mg/kg 03/08/20 06:13 109-99-902/28/20 11:400.706 0.128 2 Toluene ND mg/kg 03/08/20 06:13 108-88-302/28/20 11:400.282 0.0706 2 1,2,3-Trichlorobenzene ND mg/kg 03/08/20 06:13 87-61-6 CC02/28/20 11:400.706 0.0353 2 1,2,4-Trichlorobenzene ND mg/kg 03/08/20 06:13 120-82-1 CC02/28/20 11:400.706 0.272 2 1,1,1-Trichloroethane ND mg/kg 03/08/20 06:13 71-55-602/28/20 11:400.141 0.0156 2 1,1,2-Trichloroethane ND mg/kg 03/08/20 06:13 79-00-502/28/20 11:400.141 0.0499 2 Trichloroethene ND mg/kg 03/08/20 06:13 79-01-602/28/20 11:400.0565 0.0226 2 Trichlorofluoromethane ND mg/kg 03/08/20 06:13 75-69-402/28/20 11:400.141 0.0282 2 1,2,3-Trichloropropane ND mg/kg 03/08/20 06:13 96-18-402/28/20 11:400.706 0.288 2 1,2,4-Trimethylbenzene ND mg/kg 03/08/20 06:13 95-63-602/28/20 11:400.282 0.0655 2 1,3,5-Trimethylbenzene ND mg/kg 03/08/20 06:13 108-67-802/28/20 11:400.282 0.0610 2 Vinyl chloride ND mg/kg 03/08/20 06:13 75-01-402/28/20 11:400.141 0.0386 2 Xylene (Total)ND mg/kg 03/08/20 06:13 1330-20-702/28/20 11:400.367 0.270 2 Surrogates Toluene-d8 (S)99.5 %03/08/20 06:13 2037-26-502/28/20 11:4075.0-131 2 4-Bromofluorobenzene (S)98.0 %03/08/20 06:13 460-00-402/28/20 11:4067.0-138 2 1,2-Dichloroethane-d4 (S)102 %03/08/20 06:13 17060-07-002/28/20 11:4070.0-130 2 Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011 Total Solids 88.6 %03/09/20 15:5803/09/20 15:501 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 34 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:Trip blanks Lab ID:10510212007 Collected:Received:02/28/20 16:02 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium SoilWIGRO GCV Gasoline Range Organics ND mg/kg 03/04/20 17:5303/04/20 13:4410.0 2.8 1 Surrogates a,a,a-Trifluorotoluene (S)101 %.03/04/20 17:53 98-08-803/04/20 13:4480-150 1 Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Acetone ND mg/kg 03/08/20 01:00 67-64-1 R102/28/20 00:001.25 0.685 2 Allyl chloride ND mg/kg 03/08/20 01:00 107-05-102/28/20 00:001.25 0.725 2 Benzene ND mg/kg 03/08/20 01:00 71-43-202/28/20 00:000.0500 0.0200 2 Bromobenzene ND mg/kg 03/08/20 01:00 108-86-102/28/20 00:000.625 0.0525 2 Bromochloromethane ND mg/kg 03/08/20 01:00 74-97-502/28/20 00:000.250 0.0565 2 Bromodichloromethane ND mg/kg 03/08/20 01:00 75-27-402/28/20 00:000.125 0.0394 2 Bromoform ND mg/kg 03/08/20 01:00 75-25-2 CC02/28/20 00:001.25 0.299 2 Bromomethane ND mg/kg 03/08/20 01:00 74-83-902/28/20 00:000.625 0.185 2 n-Butylbenzene ND mg/kg 03/08/20 01:00 104-51-802/28/20 00:000.625 0.192 2 sec-Butylbenzene ND mg/kg 03/08/20 01:00 135-98-802/28/20 00:000.625 0.127 2 tert-Butylbenzene ND mg/kg 03/08/20 01:00 98-06-602/28/20 00:000.250 0.0775 2 Carbon tetrachloride ND mg/kg 03/08/20 01:00 56-23-502/28/20 00:000.250 0.0540 2 Chlorobenzene ND mg/kg 03/08/20 01:00 108-90-702/28/20 00:000.125 0.0286 2 Dibromochloromethane ND mg/kg 03/08/20 01:00 124-48-102/28/20 00:000.125 0.0225 2 Chloroethane ND mg/kg 03/08/20 01:00 75-00-302/28/20 00:000.250 0.0540 2 Chloroform ND mg/kg 03/08/20 01:00 67-66-302/28/20 00:000.125 0.0208 2 Chloromethane ND mg/kg 03/08/20 01:00 74-87-302/28/20 00:000.625 0.0695 2 2-Chlorotoluene ND mg/kg 03/08/20 01:00 95-49-802/28/20 00:000.125 0.0460 2 4-Chlorotoluene ND mg/kg 03/08/20 01:00 106-43-402/28/20 00:000.250 0.0565 2 1,2-Dibromo-3-chloropropane ND mg/kg 03/08/20 01:00 96-12-802/28/20 00:001.25 0.255 2 1,2-Dibromoethane (EDB)ND mg/kg 03/08/20 01:00 106-93-402/28/20 00:000.125 0.0263 2 Dibromomethane ND mg/kg 03/08/20 01:00 74-95-302/28/20 00:000.250 0.0500 2 1,2-Dichlorobenzene ND mg/kg 03/08/20 01:00 95-50-102/28/20 00:000.250 0.0725 2 1,3-Dichlorobenzene ND mg/kg 03/08/20 01:00 541-73-102/28/20 00:000.250 0.0850 2 1,4-Dichlorobenzene ND mg/kg 03/08/20 01:00 106-46-702/28/20 00:000.250 0.0985 2 Dichlorodifluoromethane ND mg/kg 03/08/20 01:00 75-71-8 CC02/28/20 00:000.125 0.0409 2 Dichlorofluoromethane ND mg/kg 03/08/20 01:00 75-43-402/28/20 00:000.125 0.0467 2 1,1-Dichloroethane ND mg/kg 03/08/20 01:00 75-34-302/28/20 00:000.125 0.0288 2 1,2-Dichloroethane ND mg/kg 03/08/20 01:00 107-06-202/28/20 00:000.125 0.0238 2 1,1-Dichloroethene ND mg/kg 03/08/20 01:00 75-35-402/28/20 00:000.125 0.0250 2 cis-1,2-Dichloroethene ND mg/kg 03/08/20 01:00 156-59-202/28/20 00:000.125 0.0345 2 trans-1,2-Dichloroethene ND mg/kg 03/08/20 01:00 156-60-502/28/20 00:000.250 0.0715 2 1,2-Dichloropropane ND mg/kg 03/08/20 01:00 78-87-502/28/20 00:000.250 0.0635 2 1,1-Dichloropropene ND mg/kg 03/08/20 01:00 563-58-602/28/20 00:000.125 0.0350 2 1,3-Dichloropropane ND mg/kg 03/08/20 01:00 142-28-902/28/20 00:000.250 0.0875 2 cis-1,3-Dichloropropene ND mg/kg 03/08/20 01:00 10061-01-502/28/20 00:000.125 0.0339 2 trans-1,3-Dichloropropene ND mg/kg 03/08/20 01:00 10061-02-602/28/20 00:000.250 0.0765 2 2,2-Dichloropropane ND mg/kg 03/08/20 01:00 594-20-702/28/20 00:000.125 0.0397 2 Diisopropyl ether ND mg/kg 03/08/20 01:00 108-20-302/28/20 00:000.0500 0.0175 2 Ethylbenzene ND mg/kg 03/08/20 01:00 100-41-402/28/20 00:000.125 0.0265 2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 35 of 77 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Sample:Trip blanks Lab ID:10510212007 Collected:Received:02/28/20 16:02 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 8260D Preparation Method: 5035AVOA (GC/MS) 8260D Diethyl ether (Ethyl ether)ND mg/kg 03/08/20 01:00 60-29-702/28/20 00:000.125 0.0213 2 Hexachloro-1,3-butadiene ND mg/kg 03/08/20 01:00 87-68-3 CC02/28/20 00:001.25 0.635 2 Isopropylbenzene (Cumene)ND mg/kg 03/08/20 01:00 98-82-802/28/20 00:000.125 0.0431 2 p-Isopropyltoluene ND mg/kg 03/08/20 01:00 99-87-602/28/20 00:000.250 0.117 2 2-Butanone (MEK)ND mg/kg 03/08/20 01:00 78-93-302/28/20 00:001.25 0.625 2 Methylene Chloride ND mg/kg 03/08/20 01:00 75-09-202/28/20 00:001.25 0.332 2 4-Methyl-2-pentanone (MIBK)ND mg/kg 03/08/20 01:00 108-10-102/28/20 00:001.25 0.500 2 Methyl-tert-butyl ether ND mg/kg 03/08/20 01:00 1634-04-402/28/20 00:000.0500 0.0147 2 Naphthalene ND mg/kg 03/08/20 01:00 91-20-302/28/20 00:000.625 0.156 2 n-Propylbenzene ND mg/kg 03/08/20 01:00 103-65-102/28/20 00:000.250 0.0590 2 Styrene ND mg/kg 03/08/20 01:00 100-42-502/28/20 00:000.625 0.137 2 1,1,1,2-Tetrachloroethane ND mg/kg 03/08/20 01:00 630-20-602/28/20 00:000.125 0.0250 2 1,1,2,2-Tetrachloroethane ND mg/kg 03/08/20 01:00 79-34-502/28/20 00:000.125 0.0195 2 1,1,2-Trichlorotrifluoroethane ND mg/kg 03/08/20 01:00 76-13-102/28/20 00:000.125 0.0338 2 Tetrachloroethene ND mg/kg 03/08/20 01:00 127-18-402/28/20 00:000.125 0.0350 2 Tetrahydrofuran ND mg/kg 03/08/20 01:00 109-99-902/28/20 00:000.625 0.113 2 Toluene ND mg/kg 03/08/20 01:00 108-88-302/28/20 00:000.250 0.0625 2 1,2,3-Trichlorobenzene ND mg/kg 03/08/20 01:00 87-61-6 CC02/28/20 00:000.625 0.0313 2 1,2,4-Trichlorobenzene ND mg/kg 03/08/20 01:00 120-82-1 CC02/28/20 00:000.625 0.241 2 1,1,1-Trichloroethane ND mg/kg 03/08/20 01:00 71-55-602/28/20 00:000.125 0.0138 2 1,1,2-Trichloroethane ND mg/kg 03/08/20 01:00 79-00-502/28/20 00:000.125 0.0442 2 Trichloroethene ND mg/kg 03/08/20 01:00 79-01-602/28/20 00:000.0500 0.0200 2 Trichlorofluoromethane ND mg/kg 03/08/20 01:00 75-69-402/28/20 00:000.125 0.0250 2 1,2,3-Trichloropropane ND mg/kg 03/08/20 01:00 96-18-402/28/20 00:000.625 0.255 2 1,2,4-Trimethylbenzene ND mg/kg 03/08/20 01:00 95-63-602/28/20 00:000.250 0.0580 2 1,3,5-Trimethylbenzene ND mg/kg 03/08/20 01:00 108-67-802/28/20 00:000.250 0.0540 2 Vinyl chloride ND mg/kg 03/08/20 01:00 75-01-402/28/20 00:000.125 0.0342 2 Xylene (Total)ND mg/kg 03/08/20 01:00 1330-20-702/28/20 00:000.325 0.239 2 Surrogates Toluene-d8 (S)99.2 %03/08/20 01:00 2037-26-502/28/20 00:0075.0-131 2 4-Bromofluorobenzene (S)96.8 %03/08/20 01:00 460-00-402/28/20 00:0067.0-138 2 1,2-Dichloroethane-d4 (S)102 %03/08/20 01:00 17060-07-002/28/20 00:0070.0-130 2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 36 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 663247 EPA 5030 Medium Soil WI MOD GRO WIGRO Solid GCV Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006, 10510212007 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3558136 Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006, 10510212007 Matrix:Solid AnalyzedMDL Gasoline Range Organics mg/kg ND 10.0 03/04/20 15:502.8 a,a,a-Trifluorotoluene (S)%.104 80-150 03/04/20 15:50 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3558137LABORATORY CONTROL SAMPLE & LCSD: LCSSpike LCSD % Rec RPD Max RPD LCSD Result 3558138 Gasoline Range Organics mg/kg 44.150 88 80-1208642.9 3 20 a,a,a-Trifluorotoluene (S)%.108 80-150103 Parameter Units MS Result % Rec Limits Qual% RecConc. 3558231MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10510447009 3558232 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Gasoline Range Organics mg/kg 60.6 85 80-12099 16 2061.2ND 51.5 60.6 a,a,a-Trifluorotoluene (S)%.103 80-150104 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 37 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 662665 EPA 7471B EPA 7471B 7471B Mercury Solids Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3555726 Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006 Matrix:Solid AnalyzedMDL Mercury mg/kg ND 0.018 03/03/20 14:130.0082 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3555727LABORATORY CONTROL SAMPLE: LCSSpike Mercury mg/kg 0.490.47 104 80-120 Parameter Units MS Result % Rec Limits Qual% RecConc. 3555728MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10510173002 3555729 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Mercury mg/kg 0.54 104 80-120103 0 200.540.063 0.62 0.62 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 38 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 662663 EPA 3050B EPA 6010D 6010D Solids Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3555718 Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006 Matrix:Solid AnalyzedMDL Arsenic mg/kg ND 0.93 03/02/20 15:140.19 Barium mg/kg ND 0.46 03/02/20 15:140.073 Cadmium mg/kg ND 0.14 03/02/20 15:140.028 Chromium mg/kg ND 0.46 03/02/20 15:140.093 Lead mg/kg ND 0.46 03/02/20 15:140.10 Selenium mg/kg ND 0.93 03/02/20 15:140.30 Silver mg/kg ND 0.46 03/02/20 15:140.034 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3555719LABORATORY CONTROL SAMPLE: LCSSpike Arsenic mg/kg 41.845.9 91 80-120 Barium mg/kg 43.245.9 94 80-120 Cadmium mg/kg 42.645.9 93 80-120 Chromium mg/kg 43.645.9 95 80-120 Lead mg/kg 42.045.9 92 80-120 Selenium mg/kg 41.745.9 91 80-120 Silver mg/kg 20.422.9 89 80-120 Parameter Units MS Result % Rec Limits Qual% RecConc. 3555720MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10510173002 3555721 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Arsenic mg/kg 51.2 89 75-12590 7 2054.11.9 47.4 50.6 Barium mg/kg 51.2 96 75-12591 0 2054.148.9 98.1 98.0 Cadmium mg/kg 51.2 90 75-12590 6 2054.1ND 45.9 48.8 Chromium mg/kg 51.2 90 75-12591 6 2054.16.7 52.8 56.2 Lead mg/kg 51.2 89 75-12587 3 2054.18.9 54.3 56.0 Selenium mg/kg 51.2 91 75-12592 7 2054.1ND 46.3 49.7 Silver mg/kg 25.5 91 75-12590 5 2027.1ND 23.2 24.4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 39 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 662901 ASTM D2974 ASTM D2974 Dry Weight / %M by ASTM D2974 Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006 Parameter Units Dup Result Max RPD QualifiersRPDResult 10510212002 3556618SAMPLE DUPLICATE: Percent Moisture %8.5 N210309.4 Parameter Units Dup Result Max RPD QualifiersRPDResult 10510198001 3556619SAMPLE DUPLICATE: Percent Moisture %47.7 N213048.1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 40 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 1439864 5035A EPA 8260D VOA (GC/MS) 8260D Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006, 10510212007 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:R3507034-3 Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006, 10510212007 Matrix:Solid AnalyzedMDL Acetone mg/kg ND 0.625 03/07/20 23:230.343 Benzene mg/kg ND 0.0250 03/07/20 23:230.0100 Bromobenzene mg/kg ND 0.313 03/07/20 23:230.0263 Bromodichloromethane mg/kg ND 0.0625 03/07/20 23:230.0197 Bromochloromethane mg/kg ND 0.125 03/07/20 23:230.0283 Bromoform mg/kg ND 0.625 03/07/20 23:230.150 Bromomethane mg/kg ND 0.313 03/07/20 23:230.0925 n-Butylbenzene mg/kg ND 0.313 03/07/20 23:230.0960 sec-Butylbenzene mg/kg ND 0.313 03/07/20 23:230.0633 tert-Butylbenzene mg/kg ND 0.125 03/07/20 23:230.0388 Carbon tetrachloride mg/kg ND 0.125 03/07/20 23:230.0270 Chlorobenzene mg/kg ND 0.0625 03/07/20 23:230.0143 Dibromochloromethane mg/kg ND 0.0625 03/07/20 23:230.0113 Chloroethane mg/kg ND 0.125 03/07/20 23:230.0270 Chloroform mg/kg ND 0.0625 03/07/20 23:230.0104 Chloromethane mg/kg ND 0.313 03/07/20 23:230.0348 2-Chlorotoluene mg/kg ND 0.0625 03/07/20 23:230.0230 4-Chlorotoluene mg/kg ND 0.125 03/07/20 23:230.0283 1,2-Dibromo-3-chloropropane mg/kg ND 0.625 03/07/20 23:230.128 1,2-Dibromoethane (EDB)mg/kg ND 0.0625 03/07/20 23:230.0131 Dibromomethane mg/kg ND 0.125 03/07/20 23:230.0250 1,2-Dichlorobenzene mg/kg ND 0.125 03/07/20 23:230.0363 1,3-Dichlorobenzene mg/kg ND 0.125 03/07/20 23:230.0425 1,4-Dichlorobenzene mg/kg ND 0.125 03/07/20 23:230.0493 Dichlorodifluoromethane mg/kg ND 0.0625 03/07/20 23:230.0205 Dichlorofluoromethane mg/kg ND 0.0625 03/07/20 23:230.0233 1,1-Dichloroethane mg/kg ND 0.0625 03/07/20 23:230.0144 1,2-Dichloroethane mg/kg ND 0.0625 03/07/20 23:230.0119 1,1-Dichloroethene mg/kg ND 0.0625 03/07/20 23:230.0125 cis-1,2-Dichloroethene mg/kg ND 0.0625 03/07/20 23:230.0173 trans-1,2-Dichloroethene mg/kg ND 0.125 03/07/20 23:230.0358 1,2-Dichloropropane mg/kg ND 0.125 03/07/20 23:230.0318 1,1-Dichloropropene mg/kg ND 0.0625 03/07/20 23:230.0175 1,3-Dichloropropane mg/kg ND 0.125 03/07/20 23:230.0438 cis-1,3-Dichloropropene mg/kg ND 0.0625 03/07/20 23:230.0170 trans-1,3-Dichloropropene mg/kg ND 0.125 03/07/20 23:230.0383 2,2-Dichloropropane mg/kg ND 0.0625 03/07/20 23:230.0198 Diisopropyl ether mg/kg ND 0.0250 03/07/20 23:230.00875 Ethylbenzene mg/kg ND 0.0625 03/07/20 23:230.0133 Diethyl ether (Ethyl ether)mg/kg ND 0.0625 03/07/20 23:230.0106 Hexachloro-1,3-butadiene mg/kg ND 0.625 03/07/20 23:230.318 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 41 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:R3507034-3 Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006, 10510212007 Matrix:Solid AnalyzedMDL Isopropylbenzene (Cumene)mg/kg ND 0.0625 03/07/20 23:230.0216 p-Isopropyltoluene mg/kg ND 0.125 03/07/20 23:230.0583 2-Butanone (MEK)mg/kg ND 0.625 03/07/20 23:230.313 Methylene Chloride mg/kg ND 0.625 03/07/20 23:230.166 4-Methyl-2-pentanone (MIBK)mg/kg ND 0.625 03/07/20 23:230.250 Methyl-tert-butyl ether mg/kg ND 0.0250 03/07/20 23:230.00738 Naphthalene mg/kg ND 0.313 03/07/20 23:230.0780 n-Propylbenzene mg/kg ND 0.125 03/07/20 23:230.0295 Styrene mg/kg ND 0.313 03/07/20 23:230.0683 1,1,1,2-Tetrachloroethane mg/kg ND 0.0625 03/07/20 23:230.0125 1,1,2,2-Tetrachloroethane mg/kg ND 0.0625 03/07/20 23:230.00975 Tetrachloroethene mg/kg ND 0.0625 03/07/20 23:230.0175 Tetrahydrofuran mg/kg ND 0.313 03/07/20 23:230.0563 Toluene mg/kg ND 0.125 03/07/20 23:230.0313 1,1,2-Trichlorotrifluoroethane mg/kg ND 0.0625 03/07/20 23:230.0169 1,2,3-Trichlorobenzene mg/kg ND 0.313 03/07/20 23:230.0156 1,2,4-Trichlorobenzene mg/kg ND 0.313 03/07/20 23:230.121 1,1,1-Trichloroethane mg/kg ND 0.0625 03/07/20 23:230.00688 1,1,2-Trichloroethane mg/kg ND 0.0625 03/07/20 23:230.0221 Trichloroethene mg/kg ND 0.0250 03/07/20 23:230.0100 Trichlorofluoromethane mg/kg ND 0.0625 03/07/20 23:230.0125 1,2,3-Trichloropropane mg/kg ND 0.313 03/07/20 23:230.128 1,2,4-Trimethylbenzene mg/kg ND 0.125 03/07/20 23:230.0290 1,3,5-Trimethylbenzene mg/kg ND 0.125 03/07/20 23:230.0270 Vinyl chloride mg/kg ND 0.0625 03/07/20 23:230.0171 Xylene (Total)mg/kg ND 0.163 03/07/20 23:230.120 Allyl chloride mg/kg ND 0.625 03/07/20 23:230.363 Toluene-d8 (S)%101 75.0-131 03/07/20 23:23 4-Bromofluorobenzene (S)%96.6 67.0-138 03/07/20 23:23 1,2-Dichloroethane-d4 (S)%101 70.0-130 03/07/20 23:23 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. R3507034-1LABORATORY CONTROL SAMPLE & LCSD: LCSSpike LCSD % Rec RPD Max RPD LCSD Result R3507034-2 Acetone mg/kg 0.365 R10.625 58.4 10.0-16092.00.575 44.7 31 Benzene mg/kg 0.1280.125 102 70.0-1231020.128 0.00 20 Bromobenzene mg/kg 0.1100.125 88.0 73.0-12188.80.111 0.905 20 Bromodichloromethane mg/kg 0.1200.125 96.0 73.0-12196.00.120 0.00 20 Bromochloromethane mg/kg 0.1070.125 85.6 77.0-12884.80.106 0.939 20 Bromoform mg/kg 0.09580.125 76.6 64.0-13276.80.0960 0.209 20 Bromomethane mg/kg 0.1020.125 81.6 56.0-14781.60.102 0.00 20 n-Butylbenzene mg/kg 0.1280.125 102 68.0-1351050.131 2.32 20 sec-Butylbenzene mg/kg 0.1230.125 98.4 74.0-1301000.125 1.61 20 tert-Butylbenzene mg/kg 0.1220.125 97.6 75.0-1271000.125 2.43 20 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 42 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. R3507034-1LABORATORY CONTROL SAMPLE & LCSD: LCSSpike LCSD % Rec RPD Max RPD LCSD Result R3507034-2 Carbon tetrachloride mg/kg 0.1100.125 88.0 66.0-12895.20.119 7.86 20 Chlorobenzene mg/kg 0.1130.125 90.4 76.0-12892.80.116 2.62 20 Dibromochloromethane mg/kg 0.1020.125 81.6 74.0-12782.40.103 0.976 20 Chloroethane mg/kg 0.09730.125 77.8 61.0-13484.00.105 7.61 20 Chloroform mg/kg 0.1180.125 94.4 72.0-12396.00.120 1.68 20 Chloromethane mg/kg 0.1230.125 98.4 51.0-13899.20.124 0.810 20 2-Chlorotoluene mg/kg 0.1180.125 94.4 75.0-12497.60.122 3.33 20 4-Chlorotoluene mg/kg 0.1270.125 102 75.0-1241040.130 2.33 20 1,2-Dibromo-3-chloropropane mg/kg 0.1040.125 83.2 59.0-13077.70.0971 6.86 20 1,2-Dibromoethane (EDB)mg/kg 0.1140.125 91.2 74.0-12890.40.113 0.881 20 Dibromomethane mg/kg 0.1170.125 93.6 75.0-12293.60.117 0.00 20 1,2-Dichlorobenzene mg/kg 0.1130.125 90.4 76.0-12492.80.116 2.62 20 1,3-Dichlorobenzene mg/kg 0.1230.125 98.4 76.0-12596.00.120 2.47 20 1,4-Dichlorobenzene mg/kg 0.1110.125 88.8 77.0-12192.00.115 3.54 20 Dichlorodifluoromethane mg/kg 0.09710.125 77.7 43.0-15680.80.101 3.94 20 Dichlorofluoromethane mg/kg 0.1070.125 85.6 65.0-13788.00.110 2.76 20 1,1-Dichloroethane mg/kg 0.1210.125 96.8 70.0-1271000.125 3.25 20 1,2-Dichloroethane mg/kg 0.1280.125 102 65.0-1311090.136 6.06 20 1,1-Dichloroethene mg/kg 0.1210.125 96.8 65.0-13199.20.124 2.45 20 cis-1,2-Dichloroethene mg/kg 0.09730.125 77.8 73.0-12578.60.0982 0.921 20 trans-1,2-Dichloroethene mg/kg 0.1150.125 92.0 71.0-12593.60.117 1.72 20 1,2-Dichloropropane mg/kg 0.1300.125 104 74.0-1251000.125 3.92 20 1,1-Dichloropropene mg/kg 0.1130.125 90.4 73.0-12592.00.115 1.75 20 1,3-Dichloropropane mg/kg 0.1030.125 82.4 80.0-12584.00.105 1.92 20 cis-1,3-Dichloropropene mg/kg 0.1120.125 89.6 76.0-12787.20.109 2.71 20 trans-1,3-Dichloropropene mg/kg 0.1210.125 96.8 73.0-1271010.126 4.05 20 2,2-Dichloropropane mg/kg 0.1060.125 84.8 59.0-13588.80.111 4.61 20 Diisopropyl ether mg/kg 0.1250.125 100 60.0-1361010.126 0.797 20 Ethylbenzene mg/kg 0.1100.125 88.0 74.0-12692.00.115 4.44 20 Diethyl ether (Ethyl ether)mg/kg 0.1310.125 105 64.0-1371040.130 0.766 20 Hexachloro-1,3-butadiene mg/kg 0.09640.125 77.1 57.0-15077.40.0968 0.414 20 Isopropylbenzene (Cumene)mg/kg 0.1150.125 92.0 72.0-12794.40.118 2.58 20 p-Isopropyltoluene mg/kg 0.1320.125 106 72.0-1331060.132 0.00 20 2-Butanone (MEK)mg/kg 0.6130.625 98.1 30.0-16088.30.552 10.5 24 Methylene Chloride mg/kg 0.1110.125 88.8 68.0-12388.80.111 0.00 20 4-Methyl-2-pentanone (MIBK)mg/kg 0.7390.625 118 56.0-1431180.735 0.543 20 Methyl-tert-butyl ether mg/kg 0.1120.125 89.6 66.0-13293.60.117 4.37 20 Naphthalene mg/kg 0.1030.125 82.4 59.0-13083.20.104 0.966 20 n-Propylbenzene mg/kg 0.1270.125 102 74.0-1261020.127 0.00 20 Styrene mg/kg 0.1050.125 84.0 72.0-12785.60.107 1.89 20 1,1,1,2-Tetrachloroethane mg/kg 0.1080.125 86.4 74.0-12987.20.109 0.922 20 1,1,2,2-Tetrachloroethane mg/kg 0.1150.125 92.0 68.0-12888.80.111 3.54 20 Tetrachloroethene mg/kg 0.1100.125 88.0 70.0-13695.20.119 7.86 20 Tetrahydrofuran mg/kg 0.1510.125 121 37.0-14696.00.120 22.9 24 Toluene mg/kg 0.1070.125 85.6 75.0-12188.00.110 2.76 20 1,1,2-Trichlorotrifluoroethane mg/kg 0.1210.125 96.8 61.0-13994.40.118 2.51 20 1,2,3-Trichlorobenzene mg/kg 0.08990.125 71.9 59.0-13971.80.0898 0.111 20 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 43 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. R3507034-1LABORATORY CONTROL SAMPLE & LCSD: LCSSpike LCSD % Rec RPD Max RPD LCSD Result R3507034-2 1,2,4-Trichlorobenzene mg/kg 0.1040.125 83.2 62.0-13784.00.105 0.957 20 1,1,1-Trichloroethane mg/kg 0.1130.125 90.4 69.0-12696.80.121 6.84 20 1,1,2-Trichloroethane mg/kg 0.1070.125 85.6 78.0-12390.40.113 5.45 20 Trichloroethene mg/kg 0.1160.125 92.8 76.0-12692.80.116 0.00 20 Trichlorofluoromethane mg/kg 0.1060.125 84.8 61.0-14288.00.110 3.70 20 1,2,3-Trichloropropane mg/kg 0.1090.125 87.2 67.0-12989.60.112 2.71 20 1,2,4-Trimethylbenzene mg/kg 0.1250.125 100 70.0-1261020.128 2.37 20 1,3,5-Trimethylbenzene mg/kg 0.1240.125 99.2 73.0-1271000.125 0.803 20 Vinyl chloride mg/kg 0.1140.125 91.2 63.0-13494.40.118 3.45 20 Xylene (Total)mg/kg 0.3310.375 88.3 72.0-12794.90.356 7.28 20 Allyl chloride mg/kg 0.5700.625 91.2 70.0-13193.10.582 2.08 20 Toluene-d8 (S)%97.9 75.0-13199.5 4-Bromofluorobenzene (S)%96.5 67.0-13899.0 1,2-Dichloroethane-d4 (S)%109 70.0-130110 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 44 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 662543 EPA 3550C EPA 8270E by SIM 8270E Solid PAH by SIM MSSV Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3555153 Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006 Matrix:Solid AnalyzedMDL Acenaphthene mg/kg ND 0.010 03/02/20 16:470.00041 Acenaphthylene mg/kg ND 0.010 03/02/20 16:470.00080 Anthracene mg/kg ND 0.010 03/02/20 16:470.00028 Benzo(a)anthracene mg/kg ND 0.010 03/02/20 16:470.00033 Benzo(a)pyrene mg/kg ND 0.010 03/02/20 16:470.00039 Benzo(b)fluoranthene mg/kg ND 0.010 03/02/20 16:470.00020 Benzo(g,h,i)perylene mg/kg ND 0.010 03/02/20 16:470.00027 Benzo(k)fluoranthene mg/kg ND 0.010 03/02/20 16:470.00025 Chrysene mg/kg ND 0.010 03/02/20 16:470.00040 Dibenz(a,h)anthracene mg/kg ND 0.010 03/02/20 16:470.00040 Fluoranthene mg/kg ND 0.010 03/02/20 16:470.00033 Fluorene mg/kg ND 0.010 03/02/20 16:470.00030 Indeno(1,2,3-cd)pyrene mg/kg ND 0.010 03/02/20 16:470.00020 Naphthalene mg/kg ND 0.010 03/02/20 16:470.00046 Phenanthrene mg/kg ND 0.010 03/02/20 16:470.00025 Pyrene mg/kg ND 0.010 03/02/20 16:470.00032 2-Fluorobiphenyl (S)%.94 30-138 03/02/20 16:47 p-Terphenyl-d14 (S)%.105 30-143 03/02/20 16:47 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3555154LABORATORY CONTROL SAMPLE: LCSSpike Acenaphthene mg/kg 0.0290.033 86 49-125 Acenaphthylene mg/kg 0.0280.033 85 53-125 Anthracene mg/kg 0.0290.033 88 59-125 Benzo(a)anthracene mg/kg 0.0300.033 90 58-125 Benzo(a)pyrene mg/kg 0.0310.033 93 64-125 Benzo(b)fluoranthene mg/kg 0.0320.033 97 61-125 Benzo(g,h,i)perylene mg/kg 0.0300.033 90 64-125 Benzo(k)fluoranthene mg/kg 0.0290.033 86 62-125 Chrysene mg/kg 0.0310.033 93 65-125 Dibenz(a,h)anthracene mg/kg 0.0290.033 88 63-125 Fluoranthene mg/kg 0.0310.033 93 68-125 Fluorene mg/kg 0.0280.033 85 54-125 Indeno(1,2,3-cd)pyrene mg/kg 0.0290.033 88 63-125 Naphthalene mg/kg 0.0300.033 89 45-125 Phenanthrene mg/kg 0.0310.033 93 63-125 Pyrene mg/kg 0.0300.033 89 65-125 2-Fluorobiphenyl (S)%.92 30-138 p-Terphenyl-d14 (S)%.95 30-143 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 45 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units MS Result % Rec Limits Qual% RecConc. 3555155MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10510173002 3555156 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Acenaphthene mg/kg 0.037 92 30-12594 3 300.037ND 0.034 0.035 Acenaphthylene mg/kg 0.037 100 30-15088 8 300.0370.013 0.050 0.046 Anthracene mg/kg 0.037 84 30-15088 4 300.0370.015 0.046 0.048 Benzo(a)anthracene mg/kg 0.037 135 30-150116 6 300.0370.067 0.12 0.11 Benzo(a)pyrene mg/kg M10.037 164 30-150121 12 300.0370.080 0.14 0.13 Benzo(b)fluoranthene mg/kg M10.037 191 30-150126 14 300.0370.11 0.18 0.15 Benzo(g,h,i)perylene mg/kg 0.037 135 30-15098 13 300.0370.059 0.11 0.095 Benzo(k)fluoranthene mg/kg 0.037 119 30-15093 10 300.0370.048 0.091 0.082 Chrysene mg/kg 0.037 145 30-150111 9 300.0370.081 0.13 0.12 Dibenz(a,h)anthracene mg/kg 0.037 83 30-14779 4 300.0370.012 0.042 0.041 Fluoranthene mg/kg 0.037 108 30-15078 6 300.0370.14 0.18 0.17 Fluorene mg/kg 0.037 95 30-15099 5 300.037ND 0.035 0.037 Indeno(1,2,3-cd)pyrene mg/kg 0.037 130 30-150106 10 300.0370.045 0.093 0.084 Naphthalene mg/kg 0.037 83 30-14178 6 300.037ND 0.031 0.029 Phenanthrene mg/kg 0.037 56 30-15079 10 300.0370.062 0.082 0.091 Pyrene mg/kg 0.037 116 30-15084 7 300.0370.13 0.17 0.16 2-Fluorobiphenyl (S)%.89 30-13883 p-Terphenyl-d14 (S)%.90 30-14387 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 46 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 662636 WI MOD DRO WI MOD DRO WIDRO GCS Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3555661 Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006 Matrix:Solid AnalyzedMDL WDRO C10-C28 mg/kg ND 10.0 03/02/20 15:473.9 n-Triacontane (S)%.90 50-150 03/02/20 15:47 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3555662LABORATORY CONTROL SAMPLE & LCSD: LCSSpike LCSD % Rec RPD Max RPD LCSD Result 3555663 WDRO C10-C28 mg/kg 76.180 95 70-1209071.6 6 20 n-Triacontane (S)%.93 50-15091 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 47 of 77 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 1440466 SM 2540 G SM 2540G Total Solids 2540 G-2011 Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:R3506954-1 Associated Lab Samples:10510212001, 10510212002, 10510212003, 10510212004, 10510212005, 10510212006 Matrix:Solid AnalyzedMDL Total Solids %0.00100 03/09/20 15:58 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. R3506954-2LABORATORY CONTROL SAMPLE: LCSSpike Total Solids %49.950.0 99.9 85.0-115 Parameter Units Dup Result Max RPD QualifiersRPDResult L1196747-02 R3506954-3SAMPLE DUPLICATE: Total Solids %86.7 0.742 1086.1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 48 of 77 #=QL# QUALIFIERS Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. LABORATORIES Pace Analytical NationalPAN Pace Analytical Services - MinneapolisPASI-M ANALYTE QUALIFIERS The continuing calibration for this compound is outside of Pace Analytical acceptance limits. The result may be biased.CC Sample was diluted due to the presence of high levels of non-target analytes or other matrix interference.D3 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1 The lab does not hold NELAC/TNI accreditation for this parameter but other accreditations/certifications may apply. A complete list of accreditations/certifications is available upon request.N2 RPD value was outside control limits.R1 Surrogate recovery not evaluated against control limits due to sample dilution.S4 Surrogate recovery outside control limits due to matrix interferences (not confirmed by re-analysis).S5 High boiling point hydrocarbons are present in the sample.T6 Low boiling point hydrocarbons are present in the sample.T7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 49 of 77 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 10510212001 662636 662789ST-1 (2.5-5)WI MOD DRO WI MOD DRO 10510212002 662636 662789ST-2 (2.5-5)WI MOD DRO WI MOD DRO 10510212003 662636 662789ST-4 (2.5-5)WI MOD DRO WI MOD DRO 10510212004 662636 662789ST-6 (2.5-5)WI MOD DRO WI MOD DRO 10510212005 662636 662789ST-7 (2.5-5)WI MOD DRO WI MOD DRO 10510212006 662636 662789ST-8 (7.5-10)WI MOD DRO WI MOD DRO 10510212001 663247 663285ST-1 (2.5-5)EPA 5030 Medium Soil WI MOD GRO 10510212002 663247 663285ST-2 (2.5-5)EPA 5030 Medium Soil WI MOD GRO 10510212003 663247 663285ST-4 (2.5-5)EPA 5030 Medium Soil WI MOD GRO 10510212004 663247 663285ST-6 (2.5-5)EPA 5030 Medium Soil WI MOD GRO 10510212005 663247 663285ST-7 (2.5-5)EPA 5030 Medium Soil WI MOD GRO 10510212006 663247 663285ST-8 (7.5-10)EPA 5030 Medium Soil WI MOD GRO 10510212007 663247 663285Trip blanks EPA 5030 Medium Soil WI MOD GRO 10510212001 662663 662819ST-1 (2.5-5)EPA 3050B EPA 6010D 10510212002 662663 662819ST-2 (2.5-5)EPA 3050B EPA 6010D 10510212003 662663 662819ST-4 (2.5-5)EPA 3050B EPA 6010D 10510212004 662663 662819ST-6 (2.5-5)EPA 3050B EPA 6010D 10510212005 662663 662819ST-7 (2.5-5)EPA 3050B EPA 6010D 10510212006 662663 662819ST-8 (7.5-10)EPA 3050B EPA 6010D 10510212001 662665 662835ST-1 (2.5-5)EPA 7471B EPA 7471B 10510212002 662665 662835ST-2 (2.5-5)EPA 7471B EPA 7471B 10510212003 662665 662835ST-4 (2.5-5)EPA 7471B EPA 7471B 10510212004 662665 662835ST-6 (2.5-5)EPA 7471B EPA 7471B 10510212005 662665 662835ST-7 (2.5-5)EPA 7471B EPA 7471B 10510212006 662665 662835ST-8 (7.5-10)EPA 7471B EPA 7471B 10510212001 662901ST-1 (2.5-5)ASTM D2974 10510212002 662901ST-2 (2.5-5)ASTM D2974 10510212003 662901ST-4 (2.5-5)ASTM D2974 10510212004 662901ST-6 (2.5-5)ASTM D2974 10510212005 662901ST-7 (2.5-5)ASTM D2974 10510212006 662901ST-8 (7.5-10)ASTM D2974 10510212001 662543 662827ST-1 (2.5-5)EPA 3550C EPA 8270E by SIM 10510212002 662543 662827ST-2 (2.5-5)EPA 3550C EPA 8270E by SIM 10510212003 662543 662827ST-4 (2.5-5)EPA 3550C EPA 8270E by SIM 10510212004 662543 662827ST-6 (2.5-5)EPA 3550C EPA 8270E by SIM 10510212005 662543 662827ST-7 (2.5-5)EPA 3550C EPA 8270E by SIM 10510212006 662543 662827ST-8 (7.5-10)EPA 3550C EPA 8270E by SIM 10510212001 1439864 1439864ST-1 (2.5-5)5035A EPA 8260D 10510212002 1439864 1439864ST-2 (2.5-5)5035A EPA 8260D 10510212003 1439864 1439864ST-4 (2.5-5)5035A EPA 8260D 10510212004 1439864 1439864ST-6 (2.5-5)5035A EPA 8260D 10510212005 1439864 1439864ST-7 (2.5-5)5035A EPA 8260D 10510212006 1439864 1439864ST-8 (7.5-10)5035A EPA 8260D 10510212007 1439864 1439864Trip blanks 5035A EPA 8260D 10510212001 1440466 1440466ST-1 (2.5-5)SM 2540 G SM 2540G REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 50 of 77 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 10510212 B2001652 Prior Lake Colorado Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 10510212002 1440466 1440466ST-2 (2.5-5)SM 2540 G SM 2540G 10510212003 1440466 1440466ST-4 (2.5-5)SM 2540 G SM 2540G 10510212004 1440466 1440466ST-6 (2.5-5)SM 2540 G SM 2540G 10510212005 1440466 1440466ST-7 (2.5-5)SM 2540 G SM 2540G 10510212006 1440466 1440466ST-8 (7.5-10)SM 2540 G SM 2540G REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 03/10/2020 02:34 PM Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 Page 51 of 77 Page 52 of 77 03/03/20 Page 53 of 77 Page 54 of 77 Page 55 of 77 Page 56 of 77 Page 57 of 77 Page 58 of 77 Page 59 of 77 Page 60 of 77 Page 61 of 77 Page 62 of 77 Page 63 of 77 Page 64 of 77 Page 65 of 77 Page 66 of 77 Page 67 of 77 Page 68 of 77 Page 69 of 77 Page 70 of 77 Page 71 of 77 Page 72 of 77 Page 73 of 77 Page 74 of 77 Page 75 of 77 Page 76 of 77 Page 77 of 77 Instructions: All yellow boxes require an input value. Dropdown choices are provided for Base Year (C18), Number of Lanes (C19), and Urban or Rural (C21). You must click on cells C18, C19, and C21 to access the dropdown choices. General Information Date Forecast Performed by Name of County or City Project Number Project Description Route Number Base Year (i.e. opening to traffic)2021 Number of Lanes (total both directions)2 = typical 2 lane Current AADT 430 Urban or Rural Urban Historical AADT (enter a minimum of two years)Year AADT Enter oldest traffic data here 2015 420 (negative growth per historicals) Enter second oldest traffic data here 2020 430 projected based on 0.5% Enter third oldest traffic data here Enter fourth oldest traffic data here Base Year AADT 2021 430 20-Year AADT 2041 473 35-Year AADT 2056 505 Growth Rate Vehicle Class %Flexible Rigid 2AX-6TIRE SU 1.37%0.25 0.24 3AX+SU 0.06%0.58 0.85 3AX TST 0.09%0.39 0.37 4AX TST 0.19%0.51 0.53 5AX+TST 1.46%1.13 1.89 TR TR, BUSES 0.67%0.57 0.74 TWIN TRAILERS 0.00%2.40 2.33 Total 3.85%NA NA 20-Year Flexible Forecast (10 Ton) =49,000 50,000 minimum used 20-Year Rigid Forecast (10 Ton) =73,000 35-Year Flexible Forecast (10 Ton) =88,000 35-Year Rigid Forecast (10 Ton) =130,000 http://www.dot.state.mn.us/materials/pvmtdesign/software.html Revised: 6/19/2018 State Aid 10 Ton ESAL Traffic Forecast Calculator For State Aid questions and information concerning this tool, please contact State Aid Pavement Engineer Joel Ulring at joel.ulring@state.mn.us or 651-366-3831. 3/27/2020 NGL/Braun Intertec Prior Lake Vehicle Type ESAL Factors 0.50% 2021 Downtown South Reconstruction Colorado Street SE (MSAS 131) This ESAL calculator is for use with default Heavy Commerical Traffic values; click "User Defined Traffic Values" sheet below if you wish to enter your own Heavy Commercial Traffic values. Note: This ESAL Calculator provides reasonable estimation of ESAL’s based on accurate AADT values. It is limited to an AADT value of 20,0000. For roadways exceeding an AADT of 20,000, it is recommended to use the MnDOT ESAL Forecasting Tool found on MnDOT’s Pavement Design web page at: Instructions: All yellow boxes require an input value. Dropdown choices are provided for Base Year (C18), Number of Lanes (C19), and Urban or Rural (C21). You must click on cells C18, C19, and C21 to access the dropdown choices. General Information Date Forecast Performed by Name of County or City Project Number Project Description Route Number Base Year (i.e. opening to traffic)2021 Number of Lanes (total both directions)2 = typical 2 lane Current AADT (projected to current year)2,130 Urban or Rural Urban Historical AADT (enter a minimum of two years)Year AADT Enter oldest traffic data here 2011 2,000 Enter second oldest traffic data here 2013 1,800 Enter third oldest traffic data here 2015 1,900 Enter fourth oldest traffic data here 2017 2,100 Base Year AADT 2021 2,140 20-Year AADT 2041 2,490 35-Year AADT 2056 2,790 Growth Rate (minimum of 0.5% assumed) Vehicle Class %Flexible Rigid 2AX-6TIRE SU 1.39%0.25 0.24 3AX+SU 0.06%0.58 0.85 3AX TST 0.10%0.39 0.37 4AX TST 0.20%0.51 0.53 5AX+TST 1.52%1.13 1.89 TR TR, BUSES 0.66%0.57 0.74 TWIN TRAILERS 0.00%2.40 2.33 Total 3.93%NA NA 20-Year Flexible Forecast (10 Ton) =260,000 20-Year Rigid Forecast (10 Ton) =387,000 35-Year Flexible Forecast (10 Ton) =475,000 35-Year Rigid Forecast (10 Ton) =706,000 http://www.dot.state.mn.us/materials/pvmtdesign/software.html Revised: 6/19/2018 State Aid 10 Ton ESAL Traffic Forecast Calculator For State Aid questions and information concerning this tool, please contact State Aid Pavement Engineer Joel Ulring at joel.ulring@state.mn.us or 651-366-3831. 3/27/2020 NGL/Braun Intertec Prior Lake Vehicle Type ESAL Factors 0.82% 2021 Downtown South Reconstruction Main Avenue SE (MSAS 119) This ESAL calculator is for use with default Heavy Commerical Traffic values; click "User Defined Traffic Values" sheet below if you wish to enter your own Heavy Commercial Traffic values. Note: This ESAL Calculator provides reasonable estimation of ESAL’s based on accurate AADT values. It is limited to an AADT value of 20,0000. For roadways exceeding an AADT of 20,000, it is recommended to use the MnDOT ESAL Forecasting Tool found on MnDOT’s Pavement Design web page at: Instructions: All yellow boxes require an input value. Dropdown choices are provided for Base Year (C18), Number of Lanes (C19), and Urban or Rural (C21). You must click on cells C18, C19, and C21 to access the dropdown choices. General Information Date Forecast Performed by Name of County or City Project Number Project Description Route Number Base Year (i.e. opening to traffic)2021 Number of Lanes (total both directions)2 = typical 2 lane Current AADT 1,280 Urban or Rural Urban Historical AADT (enter a minimum of two years)Year AADT Enter oldest traffic data here 2015 1,250 (negative growth per historicals) Enter second oldest traffic data here 2020 1,280 projected based on 0.5% Enter third oldest traffic data here Enter fourth oldest traffic data here Base Year AADT 2021 1,290 20-Year AADT 2041 1,419 35-Year AADT 2056 1,516 Growth Rate Vehicle Class %Flexible Rigid 2AX-6TIRE SU 1.38%0.25 0.24 3AX+SU 0.06%0.58 0.85 3AX TST 0.10%0.39 0.37 4AX TST 0.19%0.51 0.53 5AX+TST 1.49%1.13 1.89 TR TR, BUSES 0.66%0.57 0.74 TWIN TRAILERS 0.00%2.40 2.33 Total 3.89%NA NA 20-Year Flexible Forecast (10 Ton) =150,000 20-Year Rigid Forecast (10 Ton) =223,000 35-Year Flexible Forecast (10 Ton) =267,000 35-Year Rigid Forecast (10 Ton) =396,000 http://www.dot.state.mn.us/materials/pvmtdesign/software.html Revised: 6/19/2018 State Aid 10 Ton ESAL Traffic Forecast Calculator For State Aid questions and information concerning this tool, please contact State Aid Pavement Engineer Joel Ulring at joel.ulring@state.mn.us or 651-366-3831. 3/27/2020 NGL/Braun Intertec Prior Lake Vehicle Type ESAL Factors 0.50% 2021 Downtown South Reconstruction Pleasant Street SE (MSAS 102) This ESAL calculator is for use with default Heavy Commerical Traffic values; click "User Defined Traffic Values" sheet below if you wish to enter your own Heavy Commercial Traffic values. Note: This ESAL Calculator provides reasonable estimation of ESAL’s based on accurate AADT values. It is limited to an AADT value of 20,0000. For roadways exceeding an AADT of 20,000, it is recommended to use the MnDOT ESAL Forecasting Tool found on MnDOT’s Pavement Design web page at: MnPAVE Design Summary MnPAVE 6.405 Simulation Input File: prior_lake.mpv Confidence Level for Preliminary Life Estimate = 70%70% Confidence and Reliability may not agree. Thickness and modulus are reduced when Confidence > 50%. Monte Carlo Reliability randomly selects values for each layer. Use Reliability for final design. Use Reliability for final desi Preliminary Life Estimate 20-Year Reliability (5,000 cycles) Fatigue FatigueRutting Rutting >50 years >50 years 100%100% Project Information District County City Metro Scott Prior Lake Project Number Route Reference Post ----from -- to -- Letting Date Construction Type 01/01/21 RC Designer Soils Engineer Bolton & Menk Braun Intertec Climate Information Seasons Location 5 44˚ 38’ Latitude, 93˚ 29’ Longitude Structural Information (Design Level: Intermediate) Layer Type Subtype Height (in.) 1 Hot-Mix Asphalt (Pb = 5.0%)PG58-34 (2360F 1/2")4.00 2 Aggregate Base MnDOT Class 5 6.00 3 Aggregate Subbase MnDOT Granular 24.00 4 Engineered Soil R-Value = 40 (SM)12.00 5 Undisturbed Soil Engineered Soil Modulus/2 Traffic Information (Speed = 25 mph) Load Type First Year ESAL Growth Rate Axle Repetitions ESAL 12,020 0.9% (simple)260,000 Notes 10-ton design for Prior Lake, including the City’s minimum requirements: 4 inches HMA 6 inches agg base 24 inches granular Uses highest estimated ESAL value of the following streets (Downtown South 2021 Recon) Main Avenue SEColorado St SEPleasant St SE The Minnesota Department of Transportation makes no guarantee or warranty, either express or implied, with respect to the reuse of the data provided herewith, regardless of its format or means of its transmission. The user accepts the data "as is", and assumes all risks associated with its use. By accepting this data, the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user shall include with the data a copy of this disclaimer. The Minnesota Department of Transportation assumes no responsibility, actual or consequential, for damage that results from any user’s reliance on this data. Printed Tuesday, March 31, 2020 at 16:15:14 Appendix G: Existing Traffic Counts