02-28-2022 Agenda and PacketA.WORK SESSION Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in the lower level of City Hall and are open to the public. If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. A.1 5:00 P.M. - Consider Electric Vehicle Charging Station Offer from Carbon Solutions Group A.2 5:30 P.M. - Commission Applicant Interviews A.3 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.APPROVAL OF AGENDA D.PUBLIC ANNOUNCEMENTS E.CONSENT AGENDA All items listed under the Consent Agenda are considered to be routine by the city council and will be considered as one motion. There will be no separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and considered separately. City council action is based on the staff recommendation for each item. Refer to the council packet for each staff report. E.1 Approve City Council Minutes dated February 14, 2022 E.2 Receive Planning Commission minutes dated January 4, 2022 E.3 Receive Senior Commission Minutes dated January 21, 2022 E.4 Receive Environmental Commission Minutes dated January 19, 2022 E.5 Approve Claims Paid February 28, 2022 AGENDA CHANHASSEN CITY COUNCIL MONDAY, FEBRUARY 28, 2022 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 E.6 Resolution 2022-XX: Authorize Design Services Consultant Agreement for Galpin Boulevard Improvement Project E.7 Resolution 2022-XX: Approve 2022 Fleet/Equipment Purchases E.8 Resolution 2022-XX: Approve Rehabilitation Work for Sanitary Sewer Lift Station #24 Improvements E.9 Resolution 2022-XX: Accept Feasibility Study and Call Public Hearing for the 2022 Lake Lucy Road Rehabilitation Project No. 20-03. E.10 ITEM DELETED - Resolution 2022-XX: Approve Maintenance Agreement with Riley Purgatory Bluff Creek Watershed District E.11 Resolution 2022-XX: Approve Quote from Shadywood Tree Experts for Ash Tree Removal and Stump Grinding E.12 Approve License Electric Vehicle Charging Station Offer from Carbon Solutions Group F.VISITOR PRESENTATIONS Visitor Presentations requesting a response or action from the City Council must complete and submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda). F.1 JoAnn Syverson Citizen Action Request G.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE G.1 Fire Department Update G.2 Law Enforcement Update H.PUBLIC HEARINGS I.GENERAL BUSINESS J.COUNCIL PRESENTATIONS K.ADMINISTRATIVE PRESENTATIONS L.CORRESPONDENCE DISCUSSION L.1 Code Enforcement Activities M.ADJOURNMENT GUIDELINES FOR VISITOR PRESENTATIONS Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen City Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided at every regular City Council meeting during Visitor Presentations. Anyone seeking a response or action from the City Council following their presentation is 2 Anyone seeking a response or action from the City Council following their presentation is required to complete and submit a Citizen Action Request Form. An online form is available at https://www.ci.chanhassen.mn.us/action or paper forms are available in the city council chambers prior to the meeting. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Tequila Butcher, 590 West 79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 3 City Council Item February 28, 2022 Item 5:00 P.M. - Consider Electric Vehicle Charging Station Offer from Carbon Solutions Group File No.Item No: A.1 Agenda Section WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Discuss Proposal Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY The City Council has previously discussed the EV charging station proposal on November 8, 2021 and February 14, 2022. CSG has made several changes to the proposal to reduce scope in response to feedback from staff and City Council. BACKGROUND CSG will provide a fixed lease payment of $5,040 annually plus utilization bonus, estimated at a total of $11,265 per year (at 20% utilization). Term of the agreement is 10 years, renewable for two 5-year terms with mutual agreement. Reduced Scope: CSG will install a network of 10 publicly available EV Charging Stations at 8 City of Chanhassen properties (see Page 3 of proposal for full list). (Reduced from 26 stations at 9 locations, removed Fire Station No. 2, and reduced numbers of chargers at most locations, including City Hall.) CSG will install and operate charging infrastructure on City property at no cost. CSG is 4 responsible for all costs associated with the design, permitting, equipment, and installation of the projects. CSG will pay operating costs for the term of the agreement to include maintenance of charging units and all utility cost. CSG expects to invest $1.39M over ten years. CSG is responsible for removal of equipment if project is discontinued. CSG does not receive exclusive access or rights to any site or City overall. EV Charging spots will not receive priority locations. If CSG and staff cannot agree on the locations of the parking spots at a location, that location will be removed from the program with no penalties other than the corresponding loss of revenue. EV charging stations will be available for a fee to residents and non-residents visiting City facilities and parks. CSG is tentatively planning to brand the Chanhassen locations through the ChargePoint network and has plans to offer subscription-based charging plans to provide drivers with discounted pricing for charging and/or a certain amount of kWh charging per month. DISCUSSION The proposal helps achieve the following identified goals and priorities from the 2021-2024 Strategic Plan: Financial Sustainability Limits the City's financial liability and risk Does not require any funds from the City Revenue generation Asset Management Provides EV pool vehicles to expand fleet and replace older vehicles (effective utilization and protection of assets). Development & Redevelopment Chanhassen would be among the first in Minnesota to build a charging network for the public's use (new innovative spaces and places) Chanhassen would not bear the cost or risk of the project (public-private partnerships) Provides convenience of EV stations throughout the city that benefit both the public and city fleet Economic Development draw to city for users seeking charging Operational Excellence Allows residents and businesses to more readily convert to EV, if they desire (improved operational effectiveness, including through the use of technology and innovation). See attached for the FlashVote survey conducted in November 2021 on this topic. The license agreement has been reviewed by the City Attorney. BUDGET RECOMMENDATION Discuss and provide feedback on next steps to staff and CSG. 5 ATTACHMENTS FlashVote Updated CSG Proposal License Agreement with CSG Environmental Commission Letter to City Council dated 2-11-2022 Database of EV Municipal Chargers 6 7 8 9 10 11 12 13 14 Carbon Solutions Group Electric Vehicle Charging Station Offer City of Chanhassen February 24, 2022 15 Overview Carbon Solutions Group is a Distributed Decarbonization Platform that specializes in owning and operating electric vehicle charging infrastructure (EV Charging), distributed generation solar (DG Solar) and geothermal as a service (GaaS). Combining these business lines allows CSG to partner with cities, counties, colleges, and project developers to mitigate Scope 1, 2 & 3 emissions. CSG was founded in 2006 and is headquartered in San Diego with offices in Birmingham, Chicago, and Portland. Driving Decarbonization Cracking the challenge of decarbonizing the transportation sector requires a 2030 perspective. CSG’s community charging initiative, DirtRoad, envisions linked vehicle electrification projects in a community that enable people and automatons alike to charge at home, at work and at public charging hubs. DirtRoad brings electric vehicle charging amenities to communities, campuses, and commercial operators without risk, capital investment, or ongoing expenses. Benefits to Host ● Achieve Scope 3 sustainability objectives providing zero-CO21 electricity ● Eliminate the costs and risks of owning EV charging infrastructure ● Eliminate the electricity costs and demand charges from EV charging stations ● Eliminate operating expenses, including network fees, maintenance, and upgrades ● Attract unique EV drivers and creates new marketing opportunities ● Increase electric vehicle accessibility with new EV charging amenities ● Obtain long-term revenue streams from all installed EV Charging stations Deal Structure ● CSG will install and operate charging infrastructure at Host’s properties at no cost ● CSG is responsible for all costs associated with the design, permitting, equipment and installation of the projects ● CSG will pay operating costs for the term of the agreement to include maintenance of charging units and all utility costs ● CSG will provide a fixed monthly lease payment and variable, annual utilization bonus payment to Host for each charging station 1 CSG will provide Renewable Energy Credits (RECs) to cover electricity use 16 City of Chanhassen DirtRoad Charging Network CSG will install a network of 10 EV Charging Stations at 8 City of Chanhassen properties. Address Number of Chargers Charger Type Number of Parking Spaces Chanhassen City Hall 7700 Market Blvd. Chanhassen, MN 55317 1 1 Level 2 DCFC 180 kW 2 2 Lake Ann Park 1456 W 78th St. Chanhassen, MN 55317 1 DCFC 180 kW 2 Lake Susan Park 903 Lake Dr. Chanhassen, MN 55317 1 DCFC 180 kW 2 Bandimere Park 9290 Kiowa Trail Chanhassen, MN 55317 2 DCFC 24 kW 2 Chanhassen Rec Center 2310 Coulter Blvd. Chanhassen, MN 55317 1 DCFC 180 kW 2 Public Parking Near Medical Arts Bldg. 480 West 78th St. Chanhassen, MN 55317 1 DCFC 180 kW 2 Public Parking South of Tequila Butcher 1 DCFC 180 kW 2 Public Works Building 7901 Park Place, Chanhassen, MN 55317 1 DCFC 180 kW 2 17 EV Charging Spaces CSG will operate a total of 18 EV Charging Spaces serving the City of Chanhassen. EV Charging Spaces Level 2 2 DCFC 24 kW 2 DCFC 180 kW 14 Total Spaces 18 License Fees and Revenue Shares to City of Chanhassen City of Chanhassen will receive monthly License Fees and an annual Revenue Share from CSG for each charger installed. Monthly License Fee per Charger Level 2 $20.00 DCFC 24 kW $25.00 DCFC 180 kW $50.00 Annual Utilization Bonus per Charger (per Percent) Level 2 $15.00 DCFC 24 kW $25.00 DCFC 180 kW $50.00 The annual revenue share is based on the average utilization of each charger, with higher utilization resulting in a higher revenue share. The utilization bonus applies to each percent of utilization above a 5% threshold. Revenue Share = Average Utilization - 5% Threshold x Utilization Bonus 18 EV Charging Revenue for City of Chanhassen City of Chanhassen will generate over $225,300 in EV Charging Revenue during the next 20 years, based on an average utilization of 20% for each station. Years 1-20 Pro Forma EV Charging Revenue Share to City of Chanhassen Charger Type Charging Stations Monthly License Fee Annual Fixed Revenue 20% Utilization Bonus Annual Revenue 20-Years Revenue Level 2 1 $20 $240 $225 $465 $9,300 DCFC 24 kW 2 $25 $600 $750 $1,350 $27,000 DCFC 62.5 kW 7 $50 $4,200 $5,250 $9,450 $189,000 20-years Cumulative Revenue $225,300 Revenue Share Utilization Bonus Example: For a DCFC 180 kW station with 20% Average Utilization and 5% Threshold, the Utilization Bonus would be equal to $750.00. 20% Average Utilization - 5% Threshold x $50.00 Utilization Bonus/percent = $750.00 19 Cost Savings City of Chanhassen will benefit from a $1,398,915 savings in capital and operating expenses over ten years. EV Charging Stations Cost Savings Charger Type kW Charging Stations Charging Spaces kW Total Hardware Cost Install. Cost 10-year Op. Costs 10-year Total Cost L2 14.4 1 2 14.4 $8,210 $12,000 $15,256 $35,466 DCFC 24 2 4 48 $33,940 $70,000 $67,556 $171,496 DCFC 62.5 7 14 1,260 $416,787 $455,000 $320,166 $1,191,953 10-year Cost Savings $1,398,915 Development Timeline CSG will complete installation at each site location in approximately 6-12 months and work on the stations concurrently, electrifying 2 - 4 new site locations per month. Phase Weeks License Agreement 2 - 8 Draft Design & Engineering 2 - 4 20 Utility Design 4 - 16 Permitting 4 -16 Construction 4 - 8 Start to Completion 20 - 48 weeks Carbon Solutions Group wants to help City of Chanhassen exceed its sustainability objectives and will continually upgrade or add additional EV Chargers stations throughout the term as the community transitions to electric vehicles. Thank you for considering Carbon Solutions Group as City of Chanhassen’s Electric Vehicle Charging Station Infrastructure partner. We look forward to reviewing this offer with you at your earliest convenience. Sincerely, Kory Trapp VP Project Development 858.354.6273 mobile ktrapp@carbonsolutionsgroup.com 21 ELECTRIC VEHICLE CHARGING STATION LICENSE AGREEMENT This ELECTRIC VEHICLE CHARGING STATION LICENSE AGREEMENT (this “Agreement”), dated as of _______________, 2022 (the “Effective Date”), is between CSG EV, LLC, a Delaware limited liability company, d/b/a (“CSG”), and City of Chanhassen, a Minnesota City(“Host”). Each of CSG and Host is a “party,” and together they are the “parties,” to this Agreement. BACKGROUND A. CSG provides a variety of vehicle charging and support services to owners of electric plug-in vehicles (“EVs”); B. Having Electric Vehicle Charging Stations onsite allows Host to differentiate its location, attract high- value customers, and promote sustainable and environmentally sound transportation. C. Host desires to participate in CSG’s network of Electric Vehicle Charging Stations; and D. This Agreement sets forth the parties’ agreement with respect to Host’s grant of the License to CSG. AGREEMENT In consideration of mutual benefits and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereby agree as follows: 1.LICENSE; 1.1. Host Property. The Host is the Owner of the property described in Exhibit A, attached hereto, and made a part hereof (the “Host Property”). 1.2. Grant of License. Host, for good and valuable consideration, the sufficiency of which is acknowledged, grants to CSG a license (the “License”) to use a certain portion of Host Property specifically identified in Exhibit A and herein referred to as (the “Licensed Space”) for the purposes described in this Agreement, including but not limited to those described in Section 1.4 below. 1.3. License Fee. 1.3.1. CSG agrees to pay Host a license fee (the “License Fee”)of twenty dollars ($20) per installed Level 2 electric vehicle charging station, twenty five dollars ($25) per installed 24kW DCFC electric vehicle charging station, and fifty dollars ($50) per installed 62.5kW DCFC or greater charging station (as defined below) per month as consideration for the License herein. 1.3.2. Utilization Bonus. The Host will receive a Utilization Bonus for each charging station with Average Annual utilization of 6% or greater. The Utilization Bonus is calculated according to the table included in Exhibit B. 1.4. Use of Licensed Space. The License includes use of the Licensed Space and the areas of Host Property that are reasonably necessary to provide ingress and egress to and from the Licensed Space and the Electric Vehicle Charging Stations (as defined below); for the purposes of the construction, installation, maintenance, repair and operation of the grid integrated Electric Vehicle Charging Stations by CSG; and for any ancillary uses permitted herein, all in accordance with this Agreement) (collectively the “Necessary Space”). Access to and upon the Licensed Space and Host Property shall be done in such a manner as to allow the Host continued reasonable rights of ingress and egress. 1.5. Host Obligations. Subject to limitations contained herein, Host agrees to, at all times, make the Licensed Space and Necessary Space available to CSG, its subcontractors and vendors, and all users of the Electric Vehicle Charging Stations, in accordance with the Host’s city codes, ordinances and normal operations. 2.TERM; TERMINATION 2.1. License Term. 2.1.1. The term (“Term”) of the License shall commence on the Effective Date and, subject to the provisions of Section 2.2 below, end on the date that is ten (10) years from the Commencement Date (as extended from time to time, the “License Expiration Date”). The “Commencement Date” shall mean the date on which the Electric Vehicle Charging Station is first operational. CSG shall make its best efforts to have the first Electric Vehicle Charging Station operational no later than _________ , 20__. 2.1.2. CSG and the City of Chanhassen shall have the right to extend the Term of this Agreement for two (2) consecutive terms of five (5) years each in accordance with the terms and provisions of this 22 Agreement (collectively “Extended License Term”) if the parties have entered into a written amendment to extend the term within one hundred eighty (180) days of the end of the existing Term. The Extended License Term shall begin immediately following the end of the 10-year term. During the Extended License Term, CSG shall pay Owner the amounts set forth in Section 1.3 (the“License Fee”) 2.2. Termination. 2.2.1. Upon Certain Events. This Agreement may be terminated upon thirty (30) days’ written notice to either party without penalty or fee in any of the following circumstances: 2.2.1.1. In the case of termination by CSG, in the event that the commencement date has not yet occurred. for any project listed on Schedule I. CSG may elect to forgo development or modify the number and type of charging stations of saidprojectif CSG determines at its sole discretion that the installation is impracticable or uneconomical by providing written notice to Host; and 2.2.1.2. . . In the case of termination by Host, in the event the Commencement Date of the first project on Schedule A has not occurred within twenty-four (24) months following this Agreement Date; provided that the foregoing right shall terminate upon the Commencement Date of the first commenced project on Schedule A. For subsequent projects per Schedule A, Host will have the right to terminate that specific project from this agreement in the event that the Commencement Date of a specific project has not occurred within twenty-four (24) months from the time that CSG develops and presents electrical drawings to Host. 2.2.1.3. 2.2.2. For Cause. This Agreement may be immediately terminated for cause by either party in the event of the following circumstances: 2.2.2.1.Breaches. The other party breaches or fails to perform any of its obligations in any material respect, and such breach or failure continues uncured for forty-five (45) business days after receipt of written notice. 2.2.2.2.Assigns. The other party attempts to assign or otherwise transfer its rights, obligations, or duties under this Agreement except as provided in section 8.5 below. 2.2.2.3. Insolvent.The other party become insolvent or proceedings are instituted by or against it under any provisions of any federal or state bankruptcy or insolvency laws. 2.2.3. Licensed Space on Termination. Within ninety (90) calendar days following the expiration of the License Term or termination under Section 2.2, CSG shall remove the Electric Vehicle Charging Stations and any other supporting or ancillary equipment installed by CSG from the Licensed Space and restore the affected area to its former condition, excluding ordinary wear and tear; provided, however, that any underground electrical wiring shall be capped off and secured, but not removed. For the avoidance of doubt, CSG will not remove any equipment installed by a utility, which may include but may not be limited to: transformers, junction boxes, primary cable and conduit and electric meters and panels. Notwithstanding the foregoing, the Parties may elect for Host to take possession and ownership of the Electic Vehicle Charging Stations for an agreed upon price. 2.2.4. No Further Obligations. Upon any termination pursuant to this ARTICLE 2, both parties are relieved of any further obligations contained in this Agreement, except for those that by their nature survive or may require performance after termination (e.g., indemnity). 3.ELECTRIC VEHICLE CHARGING STATIONS 3.1. Electric Vehicle Charging Stations; Ancillary Facilities. 3.1.1. The design, make, model, and manufacturer of the Electric Vehicle Charging Stations (each an “Electric Vehicle Charging Station” or “Charging Station”) and their number and approximate locations are specified in Exhibit A. CSG, at any time and for any reason during the License Term, may elect to upgrade, revise, alter, or swap any Charging Station installed in the Licensed Space at its sole discretion and Host shall provide CSG access to the Licensed Property as necessary to do so. 3.1.2. For purposes of this Agreement, “Electric Vehicle Charging Station” shall mean all electrical equipment, hardware, and software installed by CSG, the Charging Stations, all CSG signage and all supporting equipment and structures, including without limitation concrete pads and protective bollards. 3.2. CSG may, with Host’s prior approval, include at the Licensed Space other additional services related to charging of electric vehicles, equipment, or facilities for automobile upkeep that CSG may elect to offer its customers from time to time during the Term. Additionally, CSG and its employees and vendors may, with Host’s prior approval, perform security assessments and install (or add additional) reasonable security features at the Electric Vehicle Charging Stations, including, without limitation, lighting, and cameras. 3.3. Access. CSG, its subcontractors, vendors and customers shall have access to the Licensed Space and Necessary Space twenty-four (24) hours per day, seven (7) days per week, and 365/366 days per year. CSG 23 and its employees and vendors may, at any time during the Term, access the Licensed Space and Host Property to maintain, inspect, repair, or replace any portion of the Electric Vehicle Charging Stations pursuant to its obligations under this Agreement. In the event that the actions of Host, its officers, agents, employees, contractors, or assigns prevent or limit access for more than two (2) days after Host’s receipt of written notice thereof, the total monthly License Fee owed under section 1.3 shall be reduced by the pro rata value of the monthly License fee attributable to each day that Access is limited or prevented, for so long as such interruption may last, except as provided by section 8.9 herein. Any reduction of the License Fee under this paragraph may be deducted from the License Fee paid the following month. 3.4. Signage. Signage at minimum will include what is legally required per law for electric vehicle charging stalls. Additionally, CSG may paint, place, erect, or project signs, marks, or advertising devices in, on, or about the Licensed Space or elsewhere on the Host Property upon obtaining Host’s written consent (which may be granted or denied in Host’s commercially reasonable discretion). CSG shall, at its own cost and expense, obtain any and all permits necessary for the installation of its signs, and CSG shall be solely responsible for all costs and expenses associated with such permitting, the erection of such sign(s), and the maintenance and operation thereof. Further, CSG and Host also agree to place signage on or around the Electric Vehicle Charging Station, designating the area as “Electric Vehicle Charging Only,” and will take reasonable measures to discourage non-EV vehicles from parking in the Licensed Space, including, without limitation, towing. Host agrees that it shall not place any signs, marks,or advertising devices on any portion of the Electric Vehicle Charging Station or in the Licensed Space without CSG’s prior written consent. 3.5. Installation. 3.5.1. CSG, at its sole cost, is solely responsible for supervising or conducting the construction and installation activities for the Electric Vehicle Charging Station, and, as between the parties, has sole control over construction, construction schedule, and installation means, methods, techniques, sequences, and procedures, including the coordination of all work. Any construction and installation activities must be performed by a licensed contractor. 3.5.2. CSG shall be solely responsible for all installation activities, as well as all other activities as set forth in this Agreement required to support the operation of the charging stations and services therewith, for the Electric Vehicle Charging Station, including furnishing all permits, materials, equipment, and labor required for the installation, maintenance, operation, any necessary replacement and removal of the Electric Vehicle Charging Station. This includes but is not limited to all work related to the development of plans and documents for the Electric Vehicle Charging Stations, including plans and documents for supplying power to the Electric Vehicle Charging Stations per all applicable laws and regulations, including applicable utility standards and the requirements of governmental agencies with jurisdiction. Except as may otherwise be limited by law, CSG shall be responsible for all loss and damage, directly and indirectly, which may arise out of the services provided in this Agreement, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the work, unless such loss or damage arises, solely or in part, due to the negligence, recklessness, or intentional conduct of the Host, in which case the Parties shall be responsible for such loss or damage in proportion to their respective degrees of fault. Following the installation, CSG shall activate and test the Electric Vehicle Charging Station. 3.5.3. Before beginning activities to install the Electric Vehicle Charging Station in the Licensed Space, CSG shall give a copy of the tentative construction schedule,installation plans, Charging station specifications, and Charging Station locations to Host for its approval, which is not to be withheld unless plans conflict with Host use of property,facilities or requirementsthereof. No work will begin until all applicable permits and certifications have been obtained. Once parties’ respective demonstration that all insurance coverages required by this Agreement are in place, CSG will oversee and manage the installation of the Electric Vehicle Charging Station, including the hiring and coordination of all vendors and contractors; the installation of electrical equipment, utility lines, hardware, and software; site preparation, trenching, repaving, and landscaping; and installation of all CSG branded signage. 3.5.4. CSG, at its sole cost, will obtain from applicable governmental authorities all licenses, permits, or other approvals required to install the Electric Vehicle Charging Station, and Host will reasonably cooperate upon request with CSG’s efforts to do so. 3.5.5. Host grants to CSG and its employees and vendors the non-exclusive right to use and occupy the Licensed Space and Host’s Property for the construction and installation of the Electric Vehicle Charging Station and shall confine its operations strictly to those sites permitted by applicable law, ordinances, permits, Host, and the terms of this Agreement. Only those materials and equipment that are being used directly in the construction and installation of Electric Vehicle Charging Station shall be brought to and stored on the Licensed Space and its adjacent areas. CSG shall ensure that, subject to reasonable and unavoidable interruptions, all work is performed in a manner that affords continuous, reasonable access to Host Property.24 3.5.6. CSG will not permit or suffer any mechanic’s or materialmen’s liens to attach to the Licensed Space as a result of the installation of the Electric Vehicle Charging Station. If such a lien attaches to the Licensed Space, CSG shall remove or bond over such lien at CSG’s sole cost and expense, within twenty (20) days of CSG receiving written notice thereof from Host. 3.5.7. Ownership of Intellectual Property and Charging Stations. CSG owns all worldwide right, title, and interest in and to the Electric Vehicle Charging Station, its related hardware, software, and all derivatives thereof; any processes, relationships, and contracts associated therewith; all related graphics, user interfaces, logos, and trademarks reproduced during its operation; and all Intellectual Property rights therein. Host hereby assigns all such rights to CSG and agrees to execute any documents desirable to effectuate or evidence the foregoing. The foregoing rights shall vest with CSG upon the Effective Date and shall remain with CSG in perpetuity absent CSG’s disposing or transferring of such rights at its sole discretion. CSG shall have the right to remove all or a portion of the Charging Station at any time during the License Term, whether or not said items are considered fixtures and attachments to the Licensed Space under applicable laws. CSG shall be responsible for restoring the Host Property to reflect a pre-project condition per section 2.2.3. CSG shall have sole right and title to any government grants, rebates, incentives, and credits awarded as a result of the construction and/or operation of the charging stations. 3.6. Operation and Maintenance. Except as otherwise provided in this Agreement, CSG will, at its sole cost and expense, maintain and operate the Electric Vehicle Charging Station, including maintaining the cleanliness and proper working order of the Electric Vehicle Charging Stations and Licensed Space at all times, ensuring the proper care and maintenance of the area immediately surrounding the Electric Vehicle Charging Stations, making all necessary repairs, arrange for appropriate remote monitoring, and obtaining and installing appropriate software and hardware upgrades. CSG shall regularly provide inspection services to ensure all equipment is properly checked, tested, and activated for safe and proper operation. CSG shall provide a a network communications system capable of monitoring the Electric Vehicle Charging Stations for error or malfunction at all times. CSG shall address repairs or replacements of non-functioning Electric Vehicle Charging Stations within five (5) calendar days of notice of such issues provided, however, that CSG shall not be responsible for delays in procurement of replacement components or materials. CSG shall, other than expressly stated herein, be the sole beneficiary of all revenues and costs associated with the foregoing. All damage or injury to the Electric Vehicle Charging Stations, whether requiring structural or nonstructural repairs, shall be repaired by CSG at CSG’s sole cost and expense, to the condition that existed before the damage, , other than in cases where damage is caused by Host. 3.7. Host Obligations. Host shall, at its sole cost and expense, take all actions necessary to maintain the Licensed Space in a clean, safe, and orderly condition, to at least the same standard as it customarily maintains the common areas at the Host Property, including, without limitation, parking lot sweeping, parking lot snow removal, parking lot repaving and restriping, and maintenance and repair of curbs, gutters, and landscaping features within the Licensed Space. In addition, Host shall take reasonable precautions to protect the Electric Vehicle Charging Station from graffiti and other vandalism. For the avoidance of doubt, Host shall be under no obligation to maintain the Electric Vehicle Charging Station, signage or any other equipment installed by CSG within the Licensed Space. To the extent Host has actual knowledge of the same, Host shall promptly notify CSG and, as appropriate, emergency response personnel regarding any malfunction of the Electric Vehicle Charging Station. Host shall make commercially reasonable efforts to accommodate any reasonable request by CSG in connection with the operation of the Charging Station upon mutual agreement. 3.8. Utility Availability. 3.8.1. CSG shall be responsible for all electricity costs of the Electric Vehicle Charging Station. CSG shall, at its sole expense, either (i) ensure that the Electric Vehicle Charging Stations contains separately- metered electricity with CSG as the customer of record for such meter, or (ii) install one or more sub-metering devices which measure in kWh the electricity used by the Electric Vehicle Charging Station, in which case CSG will pay Host for the electricity used by the Electric Vehicle Charging Station at the applicable per kWh rate, or as otherwise mutually agreed by the parties. 3.8.2. Host shall cooperate with CSG to obtain electricity and any other utilities necessary to operate the Electric Vehicle Charging Station, including by granting appropriate easements to local utility providersfor the location of necessary utilities; provided, however, that Host is not required to pay money to satisfy the requirements of the utility, or CSG associated with the provision of such utilities. 3.8.3. Neither Host nor CSG has any responsibility or liability for interruption, curtailment, failure, or defect in the supply or character of utilities furnished to facilities or equipment located in the Licensed Space, unless the cause of the interruption is covered by the party’s indemnity provided for in ARTICLE 7.25 3.9. Taxes. CSG is solely responsible for personal property taxes imposed on the Electric Vehicle Charging Station, and any other equipment installed by it, that is located in the Licensed Space. 3.10.CSG represents and maintains that it is skilled in the professional calling necessary to perform the services required by this Agreement. CSG’s services will be performed in accordance with generally accepted professional practices and principles and in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. CSG warrants that all employees and contractors shall have sufficient skill and experience to perform the work assigned to them. CSG represents that it, its employees, and contractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the services required by this Agreement and that such licenses and approvals shall be maintained throughout the term of this Agreement. 4.INTELLECTUAL PROPERTY; PUBLICITY 4.1. Intellectual Property. As used in this Agreement, “Intellectual Property” means all copyrights, patents, trademarks and service marks, names, logos, designs, domain names, generic Top-Level Domain names, all registrations for copyrights, patents, trademarks and service marks/names, domain names, generic Top- Level Domain names, trade secrets, know-how, and all unique concepts, information, data and knowledge that is eligible for legal protection under applicable laws as intellectual property, whether protected through confidentiality, registration or pending registration, regardless of form, whether disclosed in writing, electronically, orally or through visual means, whether learned or obtained orally, through observation, through the discharge of responsibilities under this Agreement, or through analysis of that information, data or knowledge. 4.1.1.Host Intellectual Property. The parties agree that, as between them, Host has and retains ownership of all of Host’s Intellectual Property, and CSG has no right, and shall not obtain any right, in any Host Intellectual Property. 4.1.2.CSG Intellectual Property. The parties agree that, as between them, CSG has and retains ownership of all of CSG’s Intellectual Property, and Host has no right, and shall not obtain any right, in any CSG Intellectual Property. 4.2. Ownership of Drawings and Other Documents. All documents prepared by or under the direction of CSG pursuant to this Agreement, including, without limitation, drawings, surveys, technical drawings, specifications, and other documents, including those in electronic format, are solely and exclusively CSG Intellectual Property, and CSG retains all common law, statutory and other reserved rights, including the copyright. 4.3. Publicity. 4.3.1. CSG and Host may make general press releases and statements, hold press conferences, both through traditional and electronic media, including websites created by CSG or other third parties, regarding the execution of this Agreement and the status of the activities contemplated herein. 4.3.2. Notwithstanding anything to the contrary within this Agreement, CSG may advise mapping services, the manufacturers of vehicle navigation systems, map data providers, and other third-parties of the existence, location, and other details of the Electric Vehicle Charging Stations at the Licensed Space so that such services and manufacturers may include such information in connection with their mapping and listing services and navigation systems; and CSG may disclose to the public information about the location of the Electric Vehicle Charging Stations and the progress of its construction as required by governmental authorities. In addition, the parties may provide copies of this Agreement or portions hereof to utility providers, governmental authorities, and/or third parties referenced in Section 5.2.1 as reasonably necessary or desirable to facilitate or effectuate the intents and purposes of this Agreement. 5.REPRESENTATIONS AND WARRANTIES; COVENANTS 5.1. Representations and Warranties. Each of Host and CSG hereby represents and warrants to the other as of the Effective Date that: (a) it has all necessary power and authority to execute, deliver, and perform its obligations hereunder; (b) the execution, delivery, and performance of this Agreement have been duly authorized by all necessary action and do not violate any of the terms or conditions of its governing documents, any contract to which it is a party, or any law, rule, regulation, order, judgment, or other legal or regulatory determination applicable to it; (c) there is no pending or, to its knowledge, threatened litigation or administrative proceeding that may materially adversely affect its ability to perform this Agreement; (d) it is duly organized and validly existing under the laws of the jurisdiction of its organization or incorporation and, if relevant under such laws, in good standing; (e) this Agreement constitutes a legal, valid and binding obligation of such party, except as the enforceability of this Agreement may be limited 26 by the effect of any applicable bankruptcy, insolvency, reorganization, moratorium or similar laws affecting creditors’ rights generally and by general principles of equity; and (f) at all times during the Term, it will comply with all federal, state, and local laws, rules, regulations (including, without limitation, all zoning ordinances and building codes) in performing its obligations under this Agreement. 5.2. Rights to Host Property. Permitted Uses on Host Property. 5.2.1. Host further represents, warrants and covenants that it has obtained or it shall obtain any and all consents, permits or approvals required in order for Host to grant the License and other rights and perform its obligations under this Agreement, and for CSG to take the actions with respect to the Licensed Space contemplated in this Agreement, from any third parties: (i) with an interest in the Host Property (including, without limitation, any owner, lender, lessee, ground lessor, or any party to any reciprocal easement agreement); (ii) whose consent is otherwise required under conditions, covenants and restrictions documents, declarations or similar agreements affecting the Host Property: or who exercise governmental or regulatory jurisdiction over the Host Property, including local and state governments. When obtaining consent, permit or permissions is required, Host and CSG shall use cooperative commercially reasonable efforts to contact and educate the applicable third parties of the terms, conditions, and benefits of the activities proposed to be taken pursuant to this Agreement. As part of that effort, the parties will, on request, include applicable necessary third parties as additional named insureds on the insurance policies required by ARTICLE 6, offer appropriate indemnities on terms similar to those stated in ARTICLE 7, satisfy reasonable third party requests and concerns regarding the Electric Vehicle Charging Stations and related items, and take other commercially reasonable steps required to obtain any required consent, permits or permissions of those third parties that is consistent with this Agreement. 5.2.2. Host further represents and warrants that there are no liens, judgments, encumbrances, or other impediments of title on the Host Property that would adversely affect the use or occupancy of the Licensed Space by CSG pursuant to this Agreement, and during the Term of this Agreement covenants to maintain the Host Property free of any such liens, judgments, encumbrances or other impediments. 6.INSURANCE; CASUALTY AND CONDEMNATION 6.1. CSG Insurance. 6.1.1. During the License Term, CSG shall maintain in full force and effect, at its cost and expense, the following coverages and amounts of insurance: 6.1.1.1. Full replacement cost Property Insurance (written on a “special perils” basis) for the Electric Vehicle Charging Stations and all other personal property, machinery, equipment and trade fixtures owned by CSG; 6.1.1.2. Statutory Worker’s Compensation Insurance, and Employer’s Liability limits of $1,000,000.00 per accident/per employee; 6.1.1.3. Commercial General Liability Insurance, written on an occurrence basis, covering bodily injury (including death), personal injury, and property damage, with limits of not less than $1,000,000.00 per occurrence, that includes coverage for contractual liability, independent contractors,premises/operations, products/completed operations, and cross liabilities/separation of insureds; CSG shall consider its own insurance primary, and shall not seek contribution from similar insurance being maintained by the Host, but only as to the negligent acts or omissions of CSG or the CSG Parties. 6.1.1.4. Automobile Liability with a combined single limit of $1,000,000.00 that includes coverage for owned, non-owned and hired vehicles; and 6.1.1.5. $5,000,000.00 in excess liability coverage per occurrence, for injuries, losses, claims for damages to persons or property occurring on the Licensed Space, and resulting from the use of the Electric Vehicle Charging Station, the occupancy of the Licensed Space and/or the negligence of CSG and its agents, contractors, employees or invitees, which coverage shall sit excess of the scheduled underlying General Liability, and Automobile Liability and Employer’s Liability Insurance policies with exclusions that are no more broad that those contained in the underlying policies. 6.1.2.The insurance required under this Section 6.1 shall not be cancelable without thirty (30) days advance written notice to Host. 6.1.3. With respect to CSG’s Commercial General Liability Insurance, Automobile Liability Insurance and Excess Liability Insurance, include Host, its elected officials, officers, employees, agents, and volunteers as additional named insureds by original endorsement with respect to liability arising out 27 of the ownership, maintenance or use of the Electric Vehicle Charging Station or the Licensed Space prior to commencement of services. 6.1.4. For any claims related to this Agreement, CSG’s insurance coverage shall be primary with respect to the Host and its respective elected officials, officers, employees, agents, and volunteers. Any insurance maintained by Host and its respective elected officials, officers, employees, agents, and volunteers shall be in excess of CSG’s insurance and shall not contribute with it. For Worker’s Compensation and Employer’s Liability Insurance only, the insurer shall waive all rights of subrogation and contribution it may have against Host, its elected officials, officers, employees, agents and volunteers. 6.1.5. Annually, CSG shall provide Host with a certificate of insurance and endorsements, evidencing the required coverages. 6.2. . Host Insurance 6.2.1. During the License Term, Host shall maintain in full force and effect standard municipal liability coverage through the League of Minnesota Cities Insurance 6.3. Policy Requirements. The insurance policies required under Sections 6.1 shall: 6.3.1. be issued by insurance companies licensed to do business in the state in which the Host Property is located, with a general policyholder’s ratings of at least “A-” and a financial rating of at least “Class VIII,” in the most current Best’s Insurance Reports available on the Commencement Date; if the Best’s ratings are changed or discontinued, the parties shall agree to a comparable method of rating insurance companies; 6.4. Waiver. Anything in this Agreement to the contrary notwithstanding, to the extent covered by any property insurance maintained (or required to be maintained) hereunder, each party hereby waives every right or cause of action for any and all loss of, or damage to (whether or not such loss or damage is caused by the fault or negligence of the other party or anyone for whom said other party may be responsible) the Host Property, the Licensed Space, the Electric Vehicle Electric Vehicle Charging Stations, or any improvements on any of the foregoing, or to the personal property of either party, or their respective affiliates, representatives, agents, officers, directors, managers, members, shareholders, partners, contractors, or employees, regardless of cause or origin. These waivers and releases shall apply between the parties, and they shall also apply to any claims under or through either party as a result of any asserted right of subrogation. 6.5. Casualty and Condemnation. 6.5.1. Damage. If any portion of the Licensed Space is damaged by fire or other casualty; or any portion of the Host Property is damaged by fire or other casualty caused by the negligent act or omission of CSG, CSG will have thirty (30) days from date of such fire or casualty to elect to repair the property with notice of such intent delivered in writing to Host. If no written notice is received by Host within that thirty-day period, then either party may, within forty-five (45) days of the date of such fire or other casualty elect to terminate the License on written notice to the other party. If CSG elects to repair such property, it shall restore, rebuild, or replace those portions of the Electric Vehicle Charging Station in the Licensed Space and any other property damaged as a result of such fire or other casualty to its prior or better condition as necessary, and all property insurance proceeds of Host applicable to the Licensed Space shall be made available to CSG in connection with such repair and restoration. If CSG elects to terminate the License, it shall remove all of CSG’s property from the Licensed Space in accordance with Section 2.2.2 of this Agreement. Any repair and restoration required by CSG under this Section 6.5.1 shall commence within sixty (60) days of the date CSG elects to repair and restore the Licensed Space and shall be completed no later than 180 days thereafter. 6.5.2. Condemnation/Taking. If any portion of the Licensed Space or Host Property is condemned or taken in any manner for a public or quasipublic use that could adversely affect the use of the Electric Vehicle Charging Station, then CSG may elect to terminate this Agreement effective as of the date title to the condemned portion of the Host Property is transferred to the condemning authority. If CSG does not elect to terminate, the parties will use commercially reasonable efforts to find an alternate location for the Electric Vehicle Charging Stations elsewhere on Host Property. The costs of the relocation of the Electric Vehicle Charging Stations shall be paid by CSG. CSG may file a separate claim to the condemning authority for any relocation award made as a result of such condemnation; provided, however, in no event shall such claim reduce the Host’s award related to the condemnation or taking. 6.5.3. Suspension of Term. During any time that the Electric Vehicle Electric Vehicle Charging Station or any portion of the Licensed Space is under repair or being relocated pursuant to this Section 6.5, the Term shall be temporarily suspended on a day-for-day basis and the total monthly License Fee owed under section 1.3 shall be reduced by the pro rata value of the monthly License fee attributable to 28 each day that Access is limited or prevented, for so long as such interruption may last, except as provided by section 8.9 herein. 7.INDEMNITY; LIMITATION OF LIABILITY 7.1. CSG. Subject to Sections 6.4, and 7.3, CSG shall indemnify and hold harmless Host, its elected and appointed officials, employees, and agents (individually, “Host Party” and, collectively, the “HostParties”) from and against all claims, demands, causes of action, liabilities, costs, damages, losses, penalties, fines, judgments or expenses, including reasonable attorneys’ fees and costs of collection (collectively, “Losses”), including but not limited to Losses arising from injuries to or death of persons (CSG’s employees included), for damage to property, including property owned by the Host, for any violation of any federal, state, or local law or ordinance or any manner arisint out of, pertaining to, or resulting (i) any breach by CSG of its obligations, representations or warranties under this Agreement, or (ii) any acts, errors, or omissions, or the willful misconduct or negligence of CSG, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of this Agreement, except to the extent caused by the sole negligence or willful misconduct of any Host Party The obligations of CSG under this Section shall survive the expiration, cancellation, or termination of this Agreement and Term. Under no circumstances shall the insurance requirements and limits set forth in this Agreement be construed to limit CSG’s indemnification obligation or other liability under this Agreement. 7.2. Host. No officer or employe of Host shall be personally lible to the CSf, or any succer-in-interest, in the event of any default or breach by Host for any amount which may become due to the CSG or its successor, or for breach of any obligation of the terms of this Agreement. Notwithstanding anything to the contrary, the Host’s liability under this Agreement is subject to the the statutory limits of liability provided under Minn. Stat. Ch. 466, 7.3. Limitation of Liability. In no event shall either party be liable (in contract or in tort, including negligence and strict liability) to such other party or its Related Parties for any special, indirect, or consequential damages relating to the Agreement. The entire liability of each party for any and all claims of any kind arising from or relating to the Agreement will be subject in all cases to an affirmative obligation on the part of the other party to mitigate its damages. Each party’s total liability for any and all liability to the other party and to such other party’s affiliates or their respective representatives, agents, officers, directors, shareholders, partners or employees (on an aggregate basis) arising out of or in connection this Agreement whether in contract or in tort (including negligence and strict liability) shall not exceed the greater of ONE MILLION FIVE HUNDRED THOUSAND DOLLLARS ($1,500,000.00) or, if insurance coverage is applicable, the insurance coverage limits required under this Agreement. The provisions of this Section 7.3 shall apply to the full extent permitted by law and shall survive termination of this AgreementThe entire liability of each party for any and all claims of any king arising from or relating to the Agreement will be subject in all cases to an affirmative obligation on the part of the other party to mitigate its damages. 8.MISCELLANEOUS 8.1. Brokers. CSG hereby represents to Host that CSG has dealt with no broker in connection with this Agreement. Host hereby represents to CSG that Host has dealt with no broker in connection with this Agreement. Each party agrees to indemnify and hold the other party, its members, principals, beneficiaries, partners, officers, directors, employees, and agents, and the respective principals and members of any such agents harmless from all claims of any brokers claiming to have represented such party in connection with this Agreement. 8.2. Independent Agreements. The parties acknowledge and agree that the rights and obligations under the Agreement are separate and independent from, and shall not be conditioned on or affected by the performance or non-performance of the terms of, any other agreement between CSG and Host. 8.3. Survival of Covenants. The covenants, representations, and agreements of Sections 2.2.3, 2.2.4, 3.56, 3.6, 4.1, 4.2, 4.3.2, 5.1, 6.4, 7, and 8 shall survive the expiration, termination, or cancellation of this Agreement, regardless of reason. 8.4. Notice. Any notice provided or permitted to be given under this Agreement must be in writing and be served either by (i) deposit in the mail, addressed to the party to be notified, postage prepaid, and registered or certified, with a return receipt requested, or (ii) deposit with an internationally recognized overnight delivery carrier, with notice of delivery to the recipient party. Notice given by registered or certified mail or overnight carrier shall be deemed delivered and effective on the date of delivery shown on the return receipt or proof of receipt. For purposes of notice the addresses of the parties shall be as follows: If to CSG:29 CSG EV LLC 600 B Street Suite 300 San Diego, CA 92101 Attn: Kory Trapp, V.P. Project Development If to Host: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Attn: City Manager Each party may change its address for notice by giving notice thereof to the other party. 8.5. Assignment. This Agreement is binding on and inures to the benefit of the parties and their respective heirs, successors, assigns, and personal representatives. Neither party may assign its rights and obligations in and under this License without first obtaining prior written consent of the other party, which shall not be unreasonably withheld; provided, however, that either party may assign its rights and obligations in and under the Agreement to an affiliate, subsidiary or successor by merger or acquisition, or successor to all or substantially all or a portion of the assets of such party at any time and without consent. For the avoidance of doubt, and notwithstanding anything to the contrary within this Agreement, assignment or transfer of all or a portion of Host’s interests in the Host Property shall not require the consent of CSG, subject to such assignee or transferee assuming all of Host’s obligations and liabilities of this Agreement. Notwithstanding anything to the contrary herein, CSG may assign its rights and obligations in and under this Agreement, at its sole discretion, without consent, to any third-party transferee of all or substantially all of CSG’s interest in the Electric Vehicle Charging Station, subject to its provision of written notice thereof to Host. 8.6. Independent Entities. The parties shall act as and remain independent entities in the performance of this Agreement. Nothing in the Agreement shall be deemed or construed to create a joint venture, partnership, fiduciary, or agency relationship between the parties for any purpose, and the employees of one party shall not be deemed to be the employees of the other party. Except as otherwise stated in this Agreement, neither party has any right to act on behalf of the other, nor represent that it has such right or authority. 8.7. Governing Law. This Agreement shall be governed by and interpreted in accordance with the internal laws of the State of Minnesota without giving effect to conflict of law rules. The parties further agree that all actions brought under this Agreement shall be brought in the courts located in HennepinCounty, regardless of location of the Host Property. 8.8. Further Assurances. Each party agrees to execute (and acknowledge, if requested) and deliver additional documents and instruments and to perform additional acts as may be reasonably necessary or appropriate to effectuate, carry out, and perform all of the terms, provisions and conditions of this Agreement. 8.9. Force Majeure. Change in Law. Neither party is responsible for any delay or failure in performance of any part of the Agreement to the extent that delay or failure is caused by fire, flood, explosion, war, embargo, government requirement, civil or military authority, act of God, act or omission of carriers, suppliers or other similar causes beyond the party’s control. If any rule, directive, order, decision, or law adversely impacts the ability for CSG to perform its obligations under the Agreement without becoming licensed or otherwise regulated by a public utility commission or analogous agency in the relevant jurisdiction, CSG may, at its option, immediately suspend performance under the Agreement and/or terminate the Agreement upon notice to Host and without penalty. 8.10.Attorneys’ Fees; Waiver of Jury Trial. If either party institutes a suit against the other for violation of or to enforce any covenant, term or condition of this Agreement, the prevailing party shall be entitled to reimbursement of all of its costs and expenses, including, without limitation, reasonable attorneys’ fees. The parties hereby waive any and all rights which either party may have to request or require that a jury determine any fact, matter, controversy, dispute or litigation between them, or render any judgment or decision, in any way concerning this Agreement, and agree that any and all litigation between them arising from or in connection with this Agreement shall be determined by a judge sitting without a jury. 8.11.No Waiver. The failure of a party to insist on strict performance of any provision of the Agreement does not constitute a waiver of, or estoppel against asserting, the right to require performance in the future. A 30 waiver or estoppel given in any one instance does not constitute a waiver or estoppel with respect to a later obligation or breach. 8.12.No Third-Party Beneficiaries. This Agreement does not confer any rights or remedies on any person other than the parties and their respective successors and permitted assigns. 8.13.Remedies. The rights and remedies provided by this Agreement are cumulative, and the use of any right or remedy by any party does not preclude or waive its right to use any or all other remedies. These rights and remedies are given in addition to any other rights a party may have under applicable law, in equity or otherwise. 8.14.Integration; Amendments. It is agreed and understood that this Agreement contains all agreements, promises and understandings between the parties, and that there are no verbal or oral agreements, promises or understandings between the parties. Any amendment, modification or other change to this Agreement shall be ineffective unless made in a writing signed by the parties hereto. 8.15.Severability. If any term of this Agreement is held by any court of competent jurisdiction to contravene, or to be invalid under, the laws of any political body having jurisdiction over this subject matter, that contravention or invalidity shall not invalidate the entire Agreement. Instead, this Agreement shall be construed as reformed to the extent necessary to render valid the particular provision or provisions held to be invalid, consistent with the original intent of that provision and the rights and obligations of the parties shall be construed and enforced accordingly, and this Agreement shall remain in full force and effect as reformed. 8.16.Counterpart Execution. This Agreement may be executed in any number of counterparts with the same effect as if all the parties had signed the same document; all counterparts shall be construed together and shall constitute one and the same instrument. The delivery of an executed counterpart to this Agreement by electronic means (including via email) shall be as effective as the delivery of a manually executed counterpart. 8.17.Construction. The headings in this Agreement are inserted for convenience and identification only. When the context requires, the number of all words shall include the singular and the plural. In this Agreement, words importing any gender include the other genders and the words including, includes and include shall be deemed to be followed by the words without limitation. All documents or items attached to, or referred to in, this Agreement are incorporated into this Agreement as fully as if stated within the body of this 8.18.Agreement. The Agreement expresses the mutual intent of the parties to this Agreement and the rule of construction against the drafting party has no application to this Agreement. Signature Page Follows: Effective as of the date first set forth above. HOST: CITY OF CHANHASSEN, a Minnesota City By: ____________________________________ Elise Ryan, Mayor By: ____________________________________ Laurie Hokkanen, City Manager 31 CSG: CARBON SOLUTIONS GROUP LLC, a Delaware limited liability company By: Name: Title: 32 EXHIBIT A DESCRIPTION OF HOST’S PROPERTY 33 Description of Host Property: Various City/Government Owned Properties Address Number of Chargers Charger Type Number of Parking Spaces Chanhassen City Hall 7700 Market Blvd. Chanhassen, MN 55317 1 1 Level 2 DCFC 180 kW 2 2 Lake Ann Park 1456 W 78th St. Chanhassen, MN 55317 1 DCFC 180 kW 2 Lake Susan Park 903 Lake Dr. Chanhassen, MN 55317 1 DCFC 180 kW 2 Bandimere Park 9290 Kiowa Trail Chanhassen, MN 55317 2 DCFC 24 kW 2 Chanhassen Rec Center 2310 Coulter Blvd. Chanhassen, MN 55317 1 DCFC 180 kW 2 Public Parking Near Medical Arts Bldg. 480 West 78th St. Chanhassen, MN 55317 1 DCFC 180 kW 2 Public Parking South of Tequila Butcher 1 DCFC 180 kW 2 Public Works Building 7901 Park Place, Chanhassen, MN 55317 1 DCFC 180 kW 2 34 Exhibit B UTILIZATION ANNUAL BONUS TABLE Revenue Share = Average Annual Utilization % - Utilization Threshold % x Utilization Bonus Station Utilization Bonus Utilization Threshold % Average Annual Utilization Annual Utilization Bonus Payment Level 2 $15 5% 1%$0.00 2%$0.00 3%$0.00 4%$0.00 5%$0.00 6%$15.00 7%$30.00 8%$45.00 9%$60.00 10%$75.00 11%$90.00 12%$105.00 13%$120.00 14%$135.00 15%$150.00 16%$165.00 17%$180.00 18%$195.00 19%$210.00 20%$225.00 etc…etc.. Station Utilization Bonus Utilization Threshold % Average Annual Utilization Annual Utilization Bonus Payment DCFC 24 kW $25 5% 1%$0.00 2%$0.00 3%$0.00 4%$0.00 5%$0.00 6%$25.00 7%$50.00 8%$75.00 9%$100.00 10%$125.00 11%$150.00 12%$175.00 35 13%$200.00 14%$225.00 15%$250.00 16%$275.00 17%$300.00 18%$325.00 19%$350.00 20%$375.00 etc…etc.. Station Utilization Bonus Utilization Threshold % Average Annual Utilization Annual Utilization Bonus Payment DCFC 180 kW $50 5% 1%$0.00 2%$0.00 3%$0.00 4%$0.00 5%$0.00 6%$50.00 7%$100.00 8%$150.00 9%$200.00 10%$250.00 11%$300.00 12%$350.00 13%$400.00 14%$450.00 15%$500.00 16%$550.00 17%$600.00 18%$650.00 19%$700.00 20%$750.00 etc…etc.. 36 Schedule I IDENTIFICATION OF LOCATION OF LICENSED SPACE AND ELECTRIC VEHICLE CHARGING STATIONS To Be Determined Working With City Staff 37 Schedule II ELECTRIC VEHICLE CHARGING STATION SPECIFICACTIONS (or comparable model) ChargePoint Dual Port Level 2 Model: CT4021 https://www.chargepoint.com/products/guides/#ct4000 ABB Model: 24kW DCFC Terra Wallbox https://library.e.abb.com/public/e45b30fbe9b6471e8417e58649b05515/ABB_Terra_DC-Wallbox-UL_R4_Data- Sheet.pdf ABB 180 kW DCFCModel: Terra 184 https://library.e.abb.com/public/64d932d738764761b16b7d0c68b7a5ba/Terra-94-124-184_UL_Product- Guide_C.pdf 38 39 February 11, 2022 Kristin Fulkerson On behalf of the City of Chanhassen Environmental Commission 6984 Country Oaks Rd Excelsior, MN 55331 Dear Mayor Ryan and City Council Members, The Environmental Commission strongly supports the proposal from Carbon Solutions Group (CSG) to participate in the DirtRoad Electric Vehicle Charging Program. We believe that this agreement, which comes at no cost to the City or taxpayers, would demonstrate the City’s foresight to provide a sustainable opportunity for the growing number of citizens with electronic vehicles (EV). We also maintain that if the City fails to act on this excellent opportunity, the opportunity will likely go to another municipality and Chanhassen may not receive the opportunity in the future from CSG. There are many benefits to the City in this proposal. The City would obtain EVs which would lower the gas budget and will show taxpayers that the City is working to reduce the budget where feasible. More charging station options could increase the number of EVs in Chanhassen and would lower the City’s carbon footprint. The Flash Vote results on the proposal show that residents favor the idea of more charging stations. Additionally, if charging stations are available then drivers not local to Chanhassen may visit the City. This lends an opportunity to local businesses to increase sales. EVs are increasing in number and will continue to do so for the foreseeable future. Every automobile manufacturer is increasing their EV output and all manufacturers have stated they intend to continue to do so. The Environmental Commission is of the opinion that agreeing to the proposal would give Chanhassen and the City’s residents a better opportunity to make a difference in the fight against climate change and carbon emissions. Chanhassen was recently ranked the #1 place to live by Money Magazine. Forward thinking projects like this one will strengthen the City’s resume and continue to make Chanhassen a great place to live. By participating in the DirtRoad Electric Vehicle Charging Program, the City would continue to provide for today and plan for tomorrow and demonstrate that it truly is a community for life. Sincerely yours, 40 Kristin Fulkerson 41 DATABASE OF MUNICIPAL EV CHARGERS 42 City Council Item February 28, 2022 Item 5:30 P.M. - Commission Applicant Interviews File No.Item No: A.2 Agenda Section WORK SESSION Prepared By Kim Meuwissen, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION Interview commission applicants. Motion Type N/A Strategic Priority N/A SUMMARY 5:30pm - Economic Development Commission Chris Freeman, EDC Douglas Ahmann, EDC, PC Duke Zurek, EDC, PC Ryan Soller, EDC, PC 5:55pm - Park & Recreation Commission Aaron Brady, PRC, EDC Dan Eidsmo, PRC Matthew Kutz, PRC 6:20pm - Environmental/Planning Commissions Kaisa Buckholz, EC, PRC Edward Goff, PC 43 BACKGROUND Economic Development Commission Three 3-year positions The terms of Commissioners Ryan Soller, James Ebeling, and Jim Sanford are expiring. Ryan Soller applied for reappointment. Four (4) first choice applications have been received. Three (3) second choice applications have been received. Planning Commission Three 3-year positions The terms of Commissioners Laura Skistad, Steven Weick, and Douglas Reeder are expiring. Douglas Reeder applied for reappointment. Four (4) first choice applications have been received. Four (4) second choice applications have been received. Park & Recreation Commission Three 3-year positions The terms of Commissioners Matt Kutz and Sandy Sweetser are expiring. Matt Kutz applied for reappointment. Six (6) first choice applications have been received. Two (2) second choice applications have been received. Environmental Commission Three 3-year positions The terms of Commissioners Jeff Harken and Bill Chappell are expiring. One (1) first choice application has been received. Two (2) second choice applications have been received. Senior Commission Two or Three 3-year positions* The terms of Commissioners Bhakti Modi, Lisa Lyon, and Ruth Lunde are expiring. Ruth Lunde and Bhakti Modi applied for reappointments. Three (3) first choice applications have been received. Zero (0) second choice applications have been received. *The Senior Commission bylaws allow for the appointment of 7 or 8 commissioners. 44 Incumbent information: Incumbent Commission Terms Served 2021 Attendance Ryan Soller Economic Development 0.5 100% Matthew Kutz Park & Recreation 1 75% Douglas Reeder Planning 1 83% Bhakti Modi Senior 1 100% Ruth Lunde Senior 1 90% DISCUSSION Group commission interviews are scheduled for February 28 and March 14. All commission appointments will take place at the March 21 City Council meeting under the General Business portion of the agenda. BUDGET N/A RECOMMENDATION ATTACHMENTS Applicant Location Map Chris Freeman Douglas Ahmann Duke Zurek Aaron Brady Dan Eidsmo Matthew Kutz Kaisa Buckholz Edward Goff Ryan Soller 45 0 0 0 0 0 ST15 ST18 ST14 ST17 ST61 SA5 SA7 SA5 SA101 SA41 )212 GreatPlainsBlvdPowersBlvdAudubonRdLyman Blvd Pio n e e r T r lGalpinBlvdMarketBl vdPowersBlvdF ly in g C l o u d D rST101 ST101 GH117 Document Path: K:\Departments\Admin\CommissionsMaps\Commissions Maps\Commissions Maps.aprxDate Created: 2/23/2022 Created By: City of Chanhassen - Engineering Department µ0 0.5 Mile 0 3,000 Feet Commission Applicants City of Chanhassen Commission Applicants Commission Desired Economic Development Commission Environmental Commission Park & Recreation Commission Planning Commission Senior Commission 0 Incumbant 46 From:Chris Freeman To:Lusian, Christine Subject:RE: Commission app: Economic - follow-up Q&A Date:Wednesday, February 23, 2022 2:11:40 PM Attachments:image001.png image002.png image003.png image72ea5d.PNG image6119ed.PNG imagef02f11.PNG imagecc924c.PNG imaged840d6.PNG CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. 1. I have been Chief Financial Officer for Bongards 15 years now. During that time I have negotiated tax credits, created TIF districts, implemented two New Market Tax Credit projects, and multiple other governmental incentive programs for the firm in four different geographies. I think I have a fairly wide ranging knowledge of possible incentives competing jurisdictions use and offer to encourage development, and which ones are most effective per dollar spent. 2. All incentives are worthless to the government unless they are supporting the overall strategy. The first step of an economic development commission must be to obtain and fully understand the goals as set forth by the council, and it is the commissions duty to structure incentives and support for businesses to achieve them. 3. I think all on the council need to understand what each of their respective backgrounds are, and understand where their expertise lies. Even though I am a CPA, I would defer to those who have experience in fund accounting and governmental appraisals for those areas since I do not have much direct experience in those. However, I would think my views of how businesses would view different types of incentives and relative values of different types my opinion should be listened to. I view such a commission as being very much like academic types of committees, with the difference is you are trying to appeal to private business versus other academics. From: Lusian, Christine <CLusian@ci.chanhassen.mn.us> Sent: Wednesday, February 23, 2022 1:35 PM 47 Chanhassen Logo Commission Application Form Please complete and submit the online form below. You will be able to print a copy of the completed form when it is submitted. Application deadline is Friday, January 28, 2021. Commission Information Notice of Commission Vacancies For additional information regarding each commission and the number of available vacancies, view the Notice of Commission Vacancies via the above link. City Council Interview Dates Applicants are required to interview with the City Council. Interview date(s) and times will be determined at the January 24, 2022 City Council work session. Commission Desired* Economic Development Commission Alternate Commission Choice-Optional* None Name * Chris Freeman Home Address* City* Chanhassen (for mailing address) Zip Code * 55317 (for mailing address) Preferred Contact Phone *Alternate Contact Phone If no alternate phone, enter "none" Print Commission Application Form - Submission #5350 Date Submitted: 1/19/2022 48 Email*Number of years lived in Chanhassen* 14 Highest level of education attained, plus degrees, if any* Doctorate of Business Administration, DBA, MBA, BBA Employment History (position, employer & brief description of duties)* Chief Financial Officer, Bongards Creameries, 2007-Current. Responsible for all aspects of Finance, Accounting, Risk, Legal, Treasury functions for an $800 million dollar dairy entity consisting of 6 different legal organizations. I also formed and am operating a captive insurance firm headquartered in AZ. Attach resume (if desired) No file selectedChoose File Reasons for seeking this position* I am a fairly long term Chanhassen at this point, owning a couple of properties in the city and working here, and thought my expertise in business could be useful. It is my position for my firm to evaluate and work with governments to facilitate our growth, and thought someone with real experience from the other side of the discussion would be useful for Chanhassen to hear. Specific qualifications for this position* I have negotiated TIF districts, government grants, utility programs, etc within and outside of MN for my firm. That, coupled with my educational background, I believe would make me a perfect fit and resource for this commission. Are you currently serving on other Boards, Commissions, or Committees?* Yes No If yes, please list Have you served on a Board, Commission, or Committee in the past?* Yes No If yes, please list 49 Pl e a se list orga niza tion m e m be rships a nd positi ons he l d* Me m be r of Na ti ona l a ssocia tion of Accounta nts for Coope ra tive s a nd sim ila r i ndustry spe ci fic orga niza tions. Pa st m e m be r of AICPA. Se cre ta ry of Tw in Citie s Ancie nt Coin Club. Pl e a se list a re a s of spe cia l i nte re st* History buff a nd a ctive a ncie nt coi n colle ctor, a s w e ll a s study of e conom ic history. Fa the r to thre e young childre n m a ke othe r hobbie s not possible . How did you he a r a bout com m ission va ca ncie s?* Select all that apply Cha nha sse n Conne ction Ne w sl e tte r City W e bsi te Fa ce book Tw itte r Cha nha sse n Vi lla ge r Othe r 50 DOUGLAS AHMANN 6700 Pointe Lake Lucy Chanhassen, Minnesota 55317 612-750-4223 douglasahmann@gmail.com www.linkedin.com/in/douglasahmann City Council follow-up questions: Economic Development Commission 1. How does your background align with the goals of the Economic Development Commission (encouraging business expansion, new business development, etc.)? § I see the advisory role within the Economic Development Commission (EDC) as reviewing and aligning development opportunities to an overall strategy for the city. One aspect of my experience and background consists of reviewing overall corporate strategies, understanding alignment to specific goals of the various business lines and functions, subsequently designing, and delivering key initiatives to realize strategic and financial outcomes. § Additionally, I utilize various amounts of data, trends, metrics, financials, and other feedback elements to craft opportunities, and implement programs to drive growth, as well as improve efficiencies and effectiveness of processes and business functions. § Much of my background has been focused on creating cost benefits analysis (CBA) for short term projects and initiatives. I’ve also spent a portion of my time working within, and developing, Capital Expense processes to help business units determine a positive return on investment (ROI) and alignment of larger initiatives to an overall strategy for organizations of various sizes. § Lastly, I have a strong focus on customer experience, both in crafting feedback mechanisms (e.g., surveys), as well as the interpretation of results. This often provides both tangible and intangible, yet critical, knowledge for the direction of any given strategy, purpose, and opportunity. 51 Resume 2. The Economic Development Commission is an advisory commission to the City Council. What things are important to think about as a commissioner to ensure you are in alignment with the goals the City Council sets for the city? § Measuring progress against the Strategic Plan would be an important consideration. While development & redevelopment is key amongst those priorities, financial sustainability would also be important to understand, and critical to know, as it could have a tangential impact on economic development recommendations. § I also see recommendations from the Economic Development Commission playing a role in the opportunities, as well as addressing weaknesses, uncovered as part of the city’s SWOT analysis work last year in setting strategic priorities. Making development and redevelopment a focus, ensuring full utilization, and leveraging staff, as well as participating in a collaborative effort between residents, business owners, and our neighboring communities. § The Economic Development Commission can provide support to long term planning and ensure good value by evaluating current levels of service and revenue, as well as determining needs to draw in future revenue. By aligning to needs for workforce housing, value added and supportive infrastructure, as well as innovation, can promote a “ready now” enticement in Chanhassen for growth, expansion, and redevelopment. § The desire of the council to maintain Chanhassen as a premier welcoming community, with vibrant businesses, relies in part on strong recommendations of EDC. Those recommendations need to consider the entire value-chain of the community; both commercial and residential. 52 Resume 3. What approach to relationship building would you take with the Economic Development Commission? § Initially, it would be critical to form relationships with staff to gain an understanding and deeper appreciation of the current state. I would anticipate their insight into existing information and knowledge of trends, demographics, development, and redevelopment aspects, would be invaluable input to some of the analysis required in the role of the EDC. I was excited to read in the city’s strategic plan a priority placed on operational excellence, as well as communication. If given the opportunity, I would build a relationship of collaboration and even share my support in what they do beyond my role as an advisor on behalf of EDC. § Second, it would be critical to extend the utility of my existing network, primarily with respect to business partners in and around our community. Initially, letting them know of my active participation within the EDC for Chanhassen, and now adding a capacity to gather ideas and feedback from them pertaining to their current state and future needs and vision. § Third, I would look to forge new relationships with respect to those within Chanhassen. As one example, getting to know more about the “BuyChanhassen” community organization, their members, and their goals. § As someone who prides himself on strong networking abilities over the course of my 30- year career, I look forward to engaging in new relationships and gaining perspectives from our business community. There’s something to be gained by broadening my touch points across Carver County (e.g., Southwest Metro Chamber of Commerce) and other surrounding communities. I would suspect it’s often the case where business development may be better suited for a neighboring city, which could still benefit Chanhassen in looking at feasible ways to draw in a portion of the workforce to take up residence here, or vice versa. § Lastly, I would take the opportunity to build relationships with City Council members and better understand their experiences and vision for the future of Chanhassen. 53 Chanhassen Logo Commission Application Form Please complete and submit the online form below. You will be able to print a copy of the completed form when it is submitted. Application deadline is Friday, January 28, 2021. Commission Information Notice of Commission Vacancies For additional information regarding each commission and the number of available vacancies, view the Notice of Commission Vacancies via the above link. City Council Interview Dates Applicants are required to interview with the City Council. Interview date(s) and times will be determined at the January 24, 2022 City Council work session. Commission Desired* Economic Development Commission Alternate Commission Choice-Optional* Planning Commission Name * Douglas Ahmann Home Address* City* Chanhassen (for mailing address) Zip Code * 55317 (for mailing address) Preferred Contact Phone *Alternate Contact Phone If no alternate phone, enter "none" Print Commission Application Form - Submission #5363 Date Submitted: 1/26/2022 54 Email*Number of years lived in Chanhassen* 15.5 Highest level of education attained, plus degrees, if any* BA, Marketing: University of St. Thomas Employment History (position, employer & brief description of duties)* - SVP / Senior Director | U.S. BANK | Leading large-scale, enterprise-wide transformational initiatives, and owning accountability for strategical and financial outcomes from design to delivery. - VP / Senior Director | OPTUM | Led deployment of over 50 Enterprise Operational Excellence (OpX) team members to drive improvement and design of business processes impacting our customers. These teams were strategically aligned to increase revenue and customer satisfaction, while also reducing medical expenses and the cost of poor quality (SG&A), across all lines of business within the organization. - Director | UHG/OPTUM | Partnered with leaders to establish a Quality deployment strategy to continually improve business processes impacting their customers. - Director | AMERIPRISE FINANCIAL | Re-designed and led an advanced analytics team responsible for all relevant reporting and analysis for the RiverSource Product Distribution division of Ameriprise Financial. - Director | ING Americas | Created and implemented a Business Transformation office in concurrent to other ING divisions in the United States. - Director | AMERICAN EXPRESS | Developed and deployed a Business Transformation Office serving all American Express Global units across the Network Service Business. - Director | AMERICAN EXPRESS FINANCIAL ADVISORS (now AMERIPRISE) | Partnered with senior executives to transform vision and business priorities into tangible results though managing a portfolio of initiatives across multiple lines of business. Attach resume (if desired) Ahmann_Resume.pdf Reasons for seeking this position* I, along with my wife, have called Chanhassen home for over 15 years. I seek the opportunity to serve on this commission as it would be a significant and meaningful way for me to apply my experience and be an active member in our local government. As a member, I would enjoy delivering results by sharing my expertise, while also directly participating in shaping the future of our community. What interests me even more is finding additional ways in which Chanhassen can expand and attract new business, as well as revitalize existing businesses and our community more broadly. I would also look to this position as a means of gaining new skills and be able to share perspectives and diverse points of view amongst other leaders in our community. Specific qualifications for this position* After reviewing the EDC primary and future goals, as well as the recommendations for the 2022 EDC work program from the January meeting, I was struck by how much of it is relevant with my qualifications and expertise; from the development and execution of a strategic plan to the coordination and collaboration with other organizations and business community members. Besides my career working for Fortune 500 companies, I also continue to work with small businesses in a consultative capacity to develop strategies, streamline operations, reduce costs, and increase revenues. Additionally, I have many acute skills required as it relates to research, trend analysis, and evaluating statistics to clearly understand and articulate insights and provide recommendations from all the various amounts of information gathered. Are you currently serving on other Boards, Commissions, or Committees?* Yes No 55 I f ye s, ple a se li st n/a Ha ve you se rve d on a Boa rd, Comm i ssion, or Comm itte e in the pa st?* Ye s No I f ye s, ple a se li st n/a Pl e a se list orga niza tion m e m be rships a nd positi ons he l d* Curre nt Me mbe rships - U.S. Ba ncorp PAC (Politica l Action Com mitte e ; Ca pitol Cl ub Me m be r) - W ings of the North (Ma rke ti ng/Outre a ch Le a d) - Unite d Sta te s Golf Associa tion (USGA, Me mbe r) - Stock & Ba rre l (Ca li be r Club Me m be r) - BMW Ca r Club of Am e rica (Northsta r Cha pte r, Me m be r) - BMW Club, Motorcycle Ow ne rs of Ame rica (MOA, Me m be r) P a st Me m be rshi ps: - Mi nne a polis Are a Associa tion of Re a ltors (MAAR, Re a ltor) - Am e rica n Socie ty for Qua lity (ASQ, Me m be r) Pl e a se list a re a s of spe cia l i nte re st* - Ma rke ting, socia l m e di a , a nd Se a rch Engine Optim iz a tion (SEO) - S ma ll busine ss consulta tion - Avia tion a nd historic w a rbirds - Sports a nd outdoor a ctivitie s: golf, sa iling, biking our MN Tra ils - Music: W riting, pla ying, a nd re cording - Re a l Esta te : Building a nd de sign / a rchite cture How did you he a r a bout com m ission va ca ncie s?* Select all that apply Cha nha sse n Conne ction Ne w sl e tte r City W e bsi te Fa ce book Tw itte r Cha nha sse n Vi lla ge r Othe r 56 1/19/22, 3:01 PM https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5339 https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5339 1/4 Print Commission Application Form Please complete and submit the online form below. You will be able to print a copy of the completed form when it is submitted. Application deadline is Friday, January 28, 2021. Commission Information Notice of Commission Vacancies For additional information regarding each commission and the number of available vacancies, view the Notice of Commission Vacancies via the above link. City Council Interview Dates Applicants are required to interview with the City Council. Interview date(s) and times will be determined at the January 24, 2022 City Council work session. Commission Desired* Alternate Commission Choice-Optional* Name* Home Address* City* (for mailing address) Zip Code* (for mailing address) Preferred Contact Phone* Alternate Contact Phone If no alternate phone, enter "none" Commission Application Form - Submission #5339 Date Submitted: 1/10/2022 Duke Zurek none Economic Development Commission Planning Commission Chanhassen 55317 57 1/19/22, 3:01 PM https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5339 https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5339 2/4 Email*Number of years lived in Chanhassen* Highest level of education attained, plus degrees, if any* Employment History (position, employer & brief description of duties)* Attach resume (if desired) Duke Zurek CV.pdf 18 Master of Business Administration, University of St Thomas Bachelor of Science -- Marketing and Speech Communication, St Cloud State University Director of Global Strategy, Learning and Optimization
 with Apple Retail Contact Centers Sept 2017 - Jan 2021 Responsible for ensuring that efficiency and revenue goals were achieved across Apple’s global Retail Contact Centers (RCC) and off-site vendors, while leading a broad program of change leadership, strategy and optimization. Consistently championed the customer and team experience through integration and productivity decisions for Apple.com (digital) and Global Contact Centers. Director of Global Digital Business Integration
 with Apple Retail Nov 2016 - Sept 2017 Responsible for creating and executing on Apple’s Retail Business strategy to bridge talent, systems, process and culture variances between global stores network, digital teams and structures, Contact Centers and Account Managers, with a focus on Small-Medium Business segment optimization. Market Director | Regional Director of Stores with 
Apple Retail (North America and APAC) Oct 2007 - Oct 2016 Developed and led talent and growth at Apple Retail throughout Minnesota, Illinois, Kansas, Missouri, Wisconsin, Iowa, Nebraska, Nevada, Utah, Colorado, Washington, Oregon, Alaska and Idaho markets. Selected to lead teams throughout Australia and expanding South East Asian countries to support strategy, development and growth of what’s become one of the most innovative and profitable retail operations in the world. Market and Store Leader with Apple Computer (Minnesota) May 2001 - October 2007 Joined Apple prior to the opening of any stores, and was selected to establish and build Apple Retail’s fourth ever market in the Twin Cities. Store Team Leader, Target (Minnesota and Wisconsin) May 1997 - May 2001 Led stores throughout the Twin Cities and Wisconsin to achieve Golden Contribution and highest service standards. 58 1/19/22, 3:01 PM https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5339 https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5339 3/4 Reasons for seeking this position* Specific qualifications for this position* Yes No Are you currently serving on other Boards, Commissions, or Committees?* If yes, please list Yes No Have you served on a Board, Commission, or Committee in the past?* If yes, please list Please list organization memberships and positions held* My family and I love Chanhassen and are proud to call this our home. After nearly 30 years leading dynamic and diversified teams for some of the most innovative and transformative companies in the world, I've retired and am ready to begin the next season of life. I'd like for that to be in service to the city we love. There is great development happening within our community, including the exciting changes coming with Avienda. I believe I could help to usher in the new by offering a fresh perspective to local government that includes responsible recommendations and thoughtful insights to help further develop our economy. The work that our Mayor, Counsel and Commissioners have been doing to lead Chan to become the best place to live in the U.S. has been incredible, and I'd like to offer my services and experience to help maintain this great honor. Becoming a Commissioner of Economic Development or Planning (wherever my skills could be best utilized) fits my objective to give back to our community, and I'd be happy to serve if selected. The EDC and Planning Commissions both carry significant responsibility in reviewing and recommending solutions to help support community planning, strategy and growth. As a leader of people and places at Apple, I believe I could offer a unique global perspective on recommendations relating to economic development and planning in Chanhassen. Specifically, I've led Optimization teams that drove 30%+ profitability for Apple, learning teams that helped to educate and inform team members that were recognized with 90%+ Net Promoter achievement, and ownership teams that helped to enrich the lives of thousands through innovative technology. Locally, I've also served on various Boards and Committees that helped to focus on what matters most to those impacted. Through it all, I've remained focused on creating the greatest good for the highest percentage of people. I also pride myself in having a high relator skill, and operate with kindness as core to all. It's these qualifications that I hope will be well suited to serve on a Commission for Chanhassen moving forward. Youth Frontiers Community Development Board of Director and Advisor since 2012. Gridiron Football Club Vice President and Corporate Sponsorship Chair for Chanhassen High School. Lake Riley Woods Homeowners Association Past President. In addition to Youth Frontiers and the Gridiron Club, I serve as Parent Advisor for Chan High School Lacrosse Team. I've also been Head Coach to local Soccer and Football teams, as well as Assistant for my son's teams. 59 1/19/22, 3:01 PM https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5339 https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5339 4/4 Please list areas of special interest* Chanhassen Connection Newsletter City Website Facebook Twitter Chanhassen Villager Other How did you hear about commission vacancies?* Select all that apply Economic Development. Corporate Sponsorship and other support of local athletic programs. Retail development support at the Mall of America, Southdale, Rosedale, Ridgedale and Uptown. 60 Duke Zurek 9451 Foxford Road, Chanhassen, MN 55317 +1 (612) 670 6114 dzurek@me.com PROFILE A passionate and dynamic senior leader, proud to have led incredible teams for some of the most innovative and transformative companies in the world. A mission and values-focused trendsetter, driven to continuously learn and develop a fearless and energized team. An authentic and courageous coach, who puts the customer at the center to deliver world-class experience, always. Commercially savvy strategic thinker who has a deep understanding of consumer, SMB and digital information technology industries across the Americas, APAC and beyond. Proven success leading cross-functional teams (direct, indirect and virtual), as well as complex projects and change programs across global markets. Keen to help others deliver their life’s best work through community, culture, kindness and creativity. CAREER SUMMARY Director, Global Strategy, Learning and Optimization Apple Retail Contact Centers (Global) September 2017 - Jan 2021 Director, Global Digital Business Integration Apple Retail (Global) October 2016 - September 2017 Market Director, APAC Apple Retail (Australia and South East Asia expansion) July 2015 - October 2016 Market Director, North America Apple Retail (Pacific Northwest through Midwest States) December 2009 - July 2015 Regional Director, Americas Apple Retail (Great Plains States) October 2007 - December 2009 Other: Market Leader, Apple - Minnesota (October 2004 - September 2007) Store Leader, Apple - Minnesota (May 2001 - October 2004) Store Team Leader, Target - Minnesota | Wisconsin (May 1997 - May 2001) Team Leader , Target - Minnesota (March 1993 - May 1997) HIGHLIGHTS •Apple International Assignment: Selected to spend 12+ months based in Sydney to develop Retail for Australia (six markets, 22 stores) and prepare for South East Asia expansion countries (2015-16). Appointed inaugural leadership team for Singapore Orchard Road. •Led team of 4,500 across 13 US states in achieving $1.2b+ in revenue annually (2009-15). •Recognized for collaborative efforts between Field and Cupertino, with a “One Apple” approach. •Promoted to, and developed, the first ever Market Leader position within Apple (2004). •Achieved Golden Contribution (80% of years) as Store Leader with Target. 61 Director, Global Strategy, Learning and Optimization Apple Retail Contact Centers (Global) September 2017 - Jan 2021 Responsible for ensuring that efficiency and revenue goals were achieved across Apple’s global Retail Contact Centers (RCC) and off-site vendors, while leading a broad program of change leadership and optimization. Consistently championed the customer and team experience through integration and productivity decisions. •Partnered and influenced senior leadership across Apple’s Retail organization (510+ stores worldwide, 7 Retail Contact Centers + 22 OSVs, digital strategy and production, corporate strategy and leadership) to lead integration and optimization efforts across the RCC. •Drove Assisted Sales and Learning strategies (as well as ramp optimization), in support of more than 28 million calls and chats WW, with revenue surpassing $1.7b. •Planned and executed the largest Q1 ramp ever for Apple, growing the network from 4,000 to 7,700 FTEs for the iPhone X New Product Introduction (2017-18). •Led Comms and Engagement strategies to drive change programs and transformation efforts. •Improved customer experience through Online Personal Setup program rebranding, sustaining an industry-leading 89% NPS globally, driven by expanded comms and content enhancement. Director, Global Digital Business Integration Apple Retail (Global) November 2016 - September 2017 Responsible for creating and executing on Apple’s Retail Business strategy to bridge talent, systems, process and culture variances between global stores network, digital teams and structures, Contact Centers and Account Managers, with a focus on Small-Medium Business segment optimization. •Supported the establishment and structure behind global Retail and Channel leadership teams to help optimize SMB sales and drive growth by enhancing the customer and team experience. •Led RCC Business and Account Management programs, including first-ever Apple CRM to iSell fusion, in support of digital becoming the scaling force behind Retail Business growth. •Integration point and senior sponsor between SMB strategy formulation and online delivery experiences, solutions and services. •Direct partnership with Talent (role mapping and design), IS&T (system enhancements and integration), Communications (engagement programs) and leadership (approvals and delivery). •Simplified ownership and growth opportunities by creating a seamless customer journey and relationship, resulting in highest-ever SMB revenue attainment ($4 billion, +26% 2017). Market Director, APAC Apple Retail (Australia and South East Asia) - International Assignment July 2015 - October 2016 Selected to lead teams throughout Australia and expanding South East Asian countries. Built global strategies to drive growth through the stores network, supporting integration efforts with the Retail Contact Center, strengthening the customer experience and attraction of the best talent to Apple. •Direct leadership of more than 2,200 employees throughout six Australian markets, driving global strategies and leadership priorities through field structures and programs, as appropriate to the Australian market’s maturity and context. •Led significant growth throughout the market while introducing new Retail Evolution strategies, including whole-of-store structural changes, new marketing strategies, role development, SMB integration, RCC integration and elevation of Apple’s digital retail presence. •Hired, developed and led senior leaders across markets, inspiring and coaching them to lead their incredible teams in keeping with Apple’s global vision, values and priorities. •Championed the voice of the field in SE Asia expansion country efforts (Singapore, South Korea and Thailand), providing field sponsorship, sign-off and talent strategy oversight. •Delivered first ever $1 billion annual revenue achievement for Apple Retail in Australia (2016). 62 Market Director | Regional Director, North America Apple Retail (Midwest through Pacific NW Markets) October 2007 - June 2015 Developed and led talent and growth at Apple Retail throughout Minnesota, Illinois, Kansas, Missouri, Wisconsin, Iowa, Nebraska, Nevada, Utah, Colorado, Washington, Oregon, Alaska and Idaho markets. Supporting growth of what’s become one of the most innovative and profitable retail operations in the world. •Proudly championed and led the rapid growth of Apple Retail’s presence throughout North America as one of Apple’s founding Retail leaders. •Saw the North American business grow from 100 employees to over 40,000. Led teams to open 22 new stores, established five new markets and saw the introduction of significant new product and services introductions into the American market, as well as seasonal campaigns and growth programs. •Invited member of numerous cross-functional groups (including Talent Development, Credo and Cultural Champion and Sales Leadership), as established to develop structures, processes and the philosophy for Apple Retail’s business. •Internal Talent Movement leader, leveraged to help place the right talent in the right places WW. •Escalation point for significant customer and team matters, driving sponsorship and partnership with corporate teams and subject matter experts (including Talent, Store Strategies, Operations, Employee Relations, Marketing and Communications) to resolve in-keeping with Apple’s values. Market and Store Leader Apple Computer (Minnesota) May 2001 - October 2007 •Joined Apple prior to the opening of any stores, and was selected to establish and build Apple Retail’s fourth ever market in the Twin Cities. •Appointed as the first ever Market Leader (formerly Market Manager) role within Apple Retail. •Led the on-boarding, development and growth of subsequent Store and Market Leaders, now a team supporting 120+ retail Markets across the globe. •Awarded Apple’s inaugural ‘People First’ award, in recognition of significant people and talent development efforts (2002). Other: Store Team Leader, Target - Minnesota and Wisconsin (May 1997 - May 2001) Team Leader , Target - Minnesota (March 1993 - May 1997) COMMUNITY ACHIEVEMENTS AND INTERESTS •Board Director and Advisor, Youth Frontiers community development •Board Director and Corporate Sponsorship Co-Chair, Chanhassen High School Gridiron Club •Parent Advisor, Chanhassen High School Lacrosse •Immediate Past President, LRWHA EDUCATION •Masters of Business Administration (Business, Marketing and Communications) University of St Thomas Business School. •Bachelor of Science (Marketing, Management and Speech Communication) St. Cloud State University. PROFESSIONAL REFERENCES Available on request. 63 Duke Zurek Feb 11, 2022 Economic Development Commission How does my background align with the goals of the EDC? The Economic Development Commission has a significant responsibility to our Chanhassen community, and I’d consider it a privilege to join the effort. Having recently retired from global retail leadership at Apple after nearly 20 years, I’m excited to dedicate more energy locally, in support of the wellbeing and growth of our great city. While most recently serving as Apple’s Online Sales and Learning Global Strategy Leader, my responsibilities included ensuring efficiency and revenue goals were achieved across Apple’s global Contact Centers and off-site vendors, while leading a broad program of change leadership and optimization. Prior to this role, I helped to assemble a global business integration team that bridged talent, systems, process and culture in support of Apple’s small-medium business segmentation. In collaboration with our vast network of Business Leaders throughout Apple’s retail stores across the world, our Cupertino-based HQ team rolled out an all new CRM system which led to achieving excellence and attaining better than $4b in new business revenue year one. The rest of my tenure with Apple focused primarily on Retail Store business expansion, development and leadership. Having been one of the first 100 people hired to create Apple Retail back in 2001, I brought Apple to MN with the opening of the MOA and went on to launch four more local stores. Promoted to Director in 2007, my scale was expanded across 13 US states and then AUS and SE Asia expansion. Leading stores was a true joy of mine, as selecting and promoting the right people into the right places for the best growth opportunity was my niche. Being a Store Leader / Director at Target in MN and WI prior to my time at Apple helped to set a solid foundation for me as well. As I’ve reflected on the goals of the EDC, I see a great deal of alignment with my background as well as my ongoing professional activity. Currently, I’m serving as a Consultant with PwC and GLC, focused on developing and integrating strategy for (confidential) organizations and leaders. This work directly aligns with EDC efforts as it’s focused on encouraging business expansion and development opportunities, as a means of refining operations and ultimately enhancing stakeholder profitability. I’m inspired to see great collaboration between the EDC and Strategic Planning Commissions, and the City Council, around encouraging current local businesses to work better together while supporting growth and development of new business. This synergistic approach is key to further job growth stimulation and diversification of business opportunities in Chan. My wife and I are proud to be founding members of the Chanhassen Brewing Company, a family-friendly community gathering place that recently opened it’s doors and is a great example of welcoming new business into Chan. Hope you agree my background aligns well with the goals of the EDC. 1 64 Duke Zurek What’s important as a Commissioner to align with Council goals? The City Council and Mayor Ryan have done an incredible job building a remarkable foundation within our city, as celebrated by being voted Best Place to Live. As Commissioner, I’d view the Council’s Strategic Plan as the issues of greatest importance to achieving success as a Community, and ensure the EDC is behind them. Financial sustainability, proper asset management, development and redevelopment, operational and communication excellence feel like the right priorities for our city as we move ahead. This is perhaps best highlighted with the opportunities presented by the Avienda development, as well as essential rethinking to elevate the experience of downtown Chanhassen. Decisions made around these focus areas will help to set Chan up for sustained economic growth for decades to come — and as Commissioner I’d ensure alignment as an advisor to the Council. In fact, as an EDC Commissioner it’d be my prerogative to work as a team in partnership with the City Council to advise and support key initiatives outlined within the Strategic Plan, while bringing a fresh perspective from the business community to ensure success. As we all know, no team succeeds without significant debate of underlying issues and opportunities, as well as creating proper feedback channels for key stakeholders and citizens. And it’s true that the best ideas often come from the constituents one’s community leaders serve, so I’d be sure to leverage my network with discipline to ensure communication lines are wide open within the community, and do my part to listen with the intent to learn from all. Key strengths that have been recognized by the teams I’ve served throughout the years include collaboration, communication effectiveness, and bringing diverse groups together to achieve goals. These are strengths that I believe would best be leveraged as a EDC Commissioner as well. Beyond this, I’ve never been shy at going after a goal that I believe to be right and just. By this, I’d hope to become an activator on the Commission, seeking ways to think outside the box when it comes to economic development. Encouraging new business development and enhancing existing business growth is a lifeline for any community, and it’s important to not recreate the wheel so-to-speak when it comes to city development. There are many examples of innovative communities around us that have reimagined and reinvented themselves to create exceptional win / wins when it comes to economic development and community engagement. Examples include Excelsior (Water Street), Wayzata (Promenade) and Stillwater (Main Street), to name a few. As a Commissioner, I’d like to partner with the City Council and Strategic Planning Commission to further study and assess the economic impact of these example cities for learning and potential application at home. Not to ‘copy’ but rather to ‘create’ new, together — with vibrancy! 2 65 Duke Zurek What approach to relationship building would I take with the EDC? The sum is only as good as its parts, and that goes for a highly effective Commission too. Being newer to local community leadership, I’d approach this role on the Commission with humility and as an opportunity to learn. That said, I’m a firm believer that once selected to serve, my perspective and ideas are important to share, day one. The EDC is currently made up of individuals with tremendous backgrounds and strengths. It would be my goal to ‘stand out by fitting in’ to the established team, seeking the right places where I can assert myself to provide support and direction, based on my background and experiences. I’m proud of the work that I’ve done as a community volunteer, and would take a similar approach to relationship building with the EDC as I do in other volunteer efforts. Three particular areas where I’ve been most proud to serve include the civic, athletic and social arenas. As a Board Director and Advisor since 2012 with Youth Frontiers, it’s been a joy to partner with schools and educators to help build communities where students thrive socially, emotionally and academically. As VP of the Chan High School Gridiron Club, I’ve enjoyed leading up Corporate Sponsorships in support of our student athletes and coaches. This role requires a great deal of networking within our Chanhassen business community, which would no doubt benefit my work with the EDC as well. As Immediate Past President of our Lake Riley Woods Homeowners Association, it was an honor to foster safety, preservation, sustainability and smart growth within our neighborhood. Throughout each of these roles, I have taken the approach of serving the greater good of the community as my north star. If selected to serve on the Economic Development Commission, I’d take a similar approach — serving at the pleasure of the Council and our Chanhassen community. Thanks for your consideration. 3 66 Chanhassen Logo Commission Application Form Please complete and submit the online form below. You will be able to print a copy of the completed form when it is submitted. Application deadline is Friday, January 28, 2021. Commission Information Notice of Commission Vacancies For additional information regarding each commission and the number of available vacancies, view the Notice of Commission Vacancies via the above link. City Council Interview Dates Applicants are required to interview with the City Council. Interview date(s) and times will be determined at the January 24, 2022 City Council work session. Commission Desired* Park & Recreation Commission Alternate Commission Choice-Optional* Economic Development Commission Name * Aaron Brady Home Address* City* Chanhassen (for mailing address) Zip Code * 55317 (for mailing address) Alternate Contact Phone none If no alternate phone, enter "none" Print Commission Application Form - Submission #5344 Date Submitted: 1/12/2022 67 Email*Number of years lived in Chanhassen* 15 Highest level of education attained, plus degrees, if any* MBA, Digital Marketing Concordia University of Chicago Employment History (position, employer & brief description of duties)* Director of Medication Adherence, United Healthcare Medicare & Retirement I currently lead the efforts of medication adherence for United Healthcare members that are on medication for chronic conditions of Diabetes, High Cholesterol, and Hypertension. I work closely with retail pharmacies to develop various strategies to engage with our members who are at risk for non-adherence. Attach resume (if desired) No file selectedChoose File Reasons for seeking this position* I have been a resident for 15 years. I have a deep love for this community and love our parks and trails. As an avid runner I have utilized the many trails throughout the city. I also play pickle ball regularly at the Chanhassen Rec Center. I would like to participate in local government to ensure that our city of Chanhassen continues to be a great model of other communities to follow. Specific qualifications for this position* As an undergrad, I worked with Brigham Young University's Intramural Program which has tradition that dates back to the early 1900's and is one of the largest programs in the country with over 10,000 participants each year. The Intramural Program includes over 50 activities annually. I oversaw various leagues and officiating. In my career I have worked with professional sports teams and leagues. I have participated and volunteered for many different roles that included coaching, officiating, and directing various sporting events and competitions. Are you currently serving on other Boards, Commissions, or Committees?* Yes No If yes, please list Have you served on a Board, Commission, or Committee in the past?* Yes No 68 I f ye s, ple a se li st Pl e a se list orga niza tion m e m be rships a nd positi ons he l d* Boy Scout Le a de r Pl e a se list a re a s of spe cia l i nte re st* Running Pi ckl e Ba ll Ba ske tba ll Ca mping Hiking How did you he a r a bout com m ission va ca ncie s?* Select all that apply Cha nha sse n Conne ction Ne w sl e tte r City W e bsi te Fa ce book Tw itte r Cha nha sse n Vi lla ge r Othe r 69 Chanhassen Logo Commission Application Form Please complete and submit the online form below. You will be able to print a copy of the completed form when it is submitted. Application deadline is Friday, January 28, 2021. Commission Information Notice of Commission Vacancies For additional information regarding each commission and the number of available vacancies, view the Notice of Commission Vacancies via the above link. City Council Interview Dates Applicants are required to interview with the City Council. Interview date(s) and times will be determined at the January 24, 2022 City Council work session. Commission Desired* Park & Recreation Commission Alternate Commission Choice-Optional* None Name * Dan Eidsmo Home Address* City* Chanhassen (for mailing address) Zip Code * 55317 (for mailing address) Preferred Contact Phone *Alternate Contact Phone If no alternate phone, enter "none" Print Commission Application Form - Submission #5370 Date Submitted: 1/28/2022 70 Email*Number of years lived in Chanhassen* 27 Highest level of education attained, plus degrees, if any* Bachelor of Science, Business Management & Information Systems University of Minnesota, Carlson School Employment History (position, employer & brief description of duties)* Retired. Previous employment was in the Information Technology field implementing global enterprise systems for many Fortune 100 clients. I have also managed consulting practices focused on these implementations. I can provide additional information if required. Attach resume (if desired) No file selectedChoose File Reasons for seeking this position* I am looking to give back to my community. I am a long term resident and now that I am retired and no longer traveling I have time to utilize my skills to assist my community. Specific qualifications for this position* I have skills in management, project management and teamwork. I love the outdoors (hunting and fishing). I enjoy all outdoor activities including kayaking, boating, hiking, and camping. I have played team sports in hockey, baseball and football. I have had considerable coaching experience in the Minnetonka Hockey Association. I was also a Co-Tournament Director of the Annual Tournament. Back in high school, I managed 3 ice rinks for the City of Edina in my 10-12 years. Are you currently serving on other Boards, Commissions, or Committees?* Yes No If yes, please list Have you served on a Board, Commission, or Committee in the past?* Yes No 71 I f ye s, ple a se li st Pl e a se list orga niza tion m e m be rships a nd positi ons he l d* Now Re tire d. Ame ri ca n P roduction Control Socie ty (APICS) Ce rti fi e d Producti on Inve ntory Ma na ge m e nt (CP IM) Proje ct Ma na ge m e nt Institute (PMI) Ce rtifie d a s a Proje ct Ma na ge me nt Profe ssiona l (PMP) Pl e a se list a re a s of spe cia l i nte re st* I e njoy outdoor re cre a tion a ctivitie s a s I sta te d in the se ction qua lifica tions. How did you he a r a bout com m ission va ca ncie s?* Select all that apply Cha nha sse n Conne ction Ne w sl e tte r City W e bsi te Fa ce book Tw itte r Cha nha sse n Vi lla ge r Othe r 72 Dan Eidsmo responses to the questions asked for the Parks & Recreation Commission opening. 1/31/2022 1. What qualities, strengths, and experiences do you have that make you a strong candidate for the Park & Recreation Commission? Outdoor Experience I am an avid outdoorsman with experiences in the following areas: Sailing, hunting, fishing, archery biking, hiking, skiing, boating, kayaks, canoe, paddle boards etc. I own a lake cabin where I participate in many outdoor activities. In my pursuit of the outdoors, I have built a canoe rack and a rack to hold our paddle boards and kayaks. I also built a boat lift for my Sunfish sailboat. Youth and Adult Sports I have participated in youth sports including football, hockey, baseball, and basketball as both a player and as a coach. My philosophy is that these activities teach teamwork, a solid work ethic, skill development, understanding your role and impact and overall respect for all involved (teammates, opponents, coaches, officials, and fans). Business Experience My business experience in managing teams focused on delivering global IT projects. Throughout my career I delivered large scale Enterprise information technology projects. These experiences have shaped my skills in team building, conflict management, risk assessment and mitigation, and problem solving. I am an organized individual and I can build a plan and take it to a successful completion. Previous City work experience I have previous work experience in a city environment. In high school and college, I worked for the City of Edina in the following: • While in high school I managed 3 outdoor skating/hockey rinks allowing me to interact with children, parents, and hockey teams utilizing the managed facility. • While in college I worked during the summer at the Edina Maintenance facility maintaining roads, parks and city owned buildings. • I managed the former Brian Wippermann Memorial Gun Range. I worked all aspects of checking in and collecting fees, selling ammunition, and making sure all customers understood the safety requirements of the facility. This facility is no longer open but operated during the 1970’s and 80’s on land by the Edina Braemar Golf course. 73 Dan Eidsmo responses to the questions asked for the Parks & Recreation Commission opening. 1/31/2022 2. What do you and your community members feel are the biggest opportunities for Chanhassen Parks and Recreation? I feel there is a great opportunity to increase active participation in the outdoors and organized teams/activities with children and adults. Now more than ever as we have been in a pandemic, we need to draw more residents to the outdoors and to fitness activities that can help them with their heath and mental wellbeing. We need to continue to provide access to improved trails and parks along with other community events for all residents, their families and friends. I believe any improvement or enhancement needs to be done in a way that protects the environment from negative impact. I am interested to see what priorities are identified as a result of the 2022 Parks & Recreation Referendum. 3. If appointed, what would you like the Park & Recreation Commission to accomplish during your term? I would like to see continued growth of the city trail system by completing the trails around and near Lake Ann. In my review I found that the city has conducted a feasibility study for the area calling it the Lake Ann Park Preserve. I would like to see this become a project and be completed during my work with the commission. The Lake Ann Park Preserve would be a great addition to the current park land and trail system. A year ago, I was excited to read about a proposed roof over the outdoor hockey rinks at the Chanhassen Recreation Center. I inquired into it to find out that it had been put on hold. It was disappointing to hear. I would be interested to see if it could be reconsidered. Growing up I played hockey outdoors and I think the youth in our community could have fun with a new roofed facility. It appears to have been a great success in both Edina and St. Louis Park. Review any existing plan and any results of a 2022 Parks & Recreation Referendum to get public, Chanhassen government and employee feedback identifying priorities for future projects and enhancements. 74 Chanhassen Logo Commission Application Form Please complete and submit the online form below. You will be able to print a copy of the completed form when it is submitted. Application deadline is Friday, January 28, 2021. Commission Information Notice of Commission Vacancies For additional information regarding each commission and the number of available vacancies, view the Notice of Commission Vacancies via the above link. City Council Interview Dates Applicants are required to interview with the City Council. Interview date(s) and times will be determined at the January 24, 2022 City Council work session. Commission Desired* Park & Recreation Commission Alternate Commission Choice-Optional* None Name * Matthew L Kutz Home Address* City* Chanhassen (for mailing address) Zip Code * 55317 (for mailing address) Preferred Contact Phone *Alternate Contact Phone If no alternate phone, enter "none" Print Commission Application Form - Submission #5364 Date Submitted: 1/26/2022 75 Email*Number of years lived in Chanhassen* 16 Highest level of education attained, plus degrees, if any* Bachelors Degree in Accounting and Finance, Business law Minor, Mgmt Minor Employment History (position, employer & brief description of duties)* Boston Scientific - Sr. Financial Analyst UNFI Foods (Supervalu) - Sr. Financial Analyst United Health Group - Sr. Financial Analyst McLeod Coop and Power - Sr. Accountant Attach resume (if desired) No file selectedChoose File Reasons for seeking this position* Current board member, still items that I want to see though. Still think I add a lot of value to the board Specific qualifications for this position* Current Resident, Current board member, kids and family that use the park and rec facilities Are you currently serving on other Boards, Commissions, or Committees?* Yes No If yes, please list Park and Rec Board Have you served on a Board, Commission, or Committee in the past?* Yes No If yes, please list Current Park and Rec 76 Pl e a se list orga niza tion m e m be rships a nd positi ons he l d* Cha nha sse n Fire - Lie ute na nt, Fi re fighte r Cha nha sse n Fire Re lie f Assn - Pre si de nt, Tre a sue r, a t la rge m e m be r Suga r La ke Assn Boa rd m e m be r - Anna nda le MN. Me m be r of the Fishe ri e s com mitte e . Pl e a se list a re a s of spe cia l i nte re st* Pa rk a nd Re c Equipme nt a nd Fa cili tie s, Ca pita l I mprove m e nts, City Eve nts. How did you he a r a bout com m ission va ca ncie s?* Select all that apply Cha nha sse n Conne ction Ne w sl e tte r City W e bsi te Fa ce book Tw itte r Cha nha sse n Vi lla ge r Othe r 77 1 Lusian, Christine From:Matt Kutz <kutzm28@hotmail.com> Sent:Tuesday, February 1, 2022 4:22 PM To:Lusian, Christine Subject:Re: Commission app: Park - follow-up Q&A CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Christine,    1.  I believe that I bring community knowledge, finance background, park and rec board experience, and a  desire to improve our community.  My Family is growing up in Chanhassen, and I want to make sure I  do the best for our Community.  2.  I feel, and the members that I talk to feel that the biggest opportunity lie with a referendum that the  people approve to improve our community assets.  They would like some sort of covered multi use  facility for recreation such as the "Rock" in St. Louis Park, or The "Rink" at Braemar in Edina that has an  outdoor feel (exposed walls).  (Hockey in the winter Nov‐Mar, Lacrosse/Soccer/Multi use Apr‐Oct)  Our  community can stand out as none of our neighboring cities have this type of facility.  There are also  milestones that the community would like to see such as permanent bathrooms at Lake Ann and  Bandimere.  I think I can provide a voice to make sure those items are accomplished.   3.  During my term, I would like to see the referendum passed, and the items listed question 2 started if  not finished.  I want to also continue to set up the Park Board for continued success in the future.  If  the referendum doesn't pass, I would like to continue to find ways to add to the trails and parks of the  system, and make sure we are planning for the future accordingly.  From: Lusian, Christine <CLusian@ci.chanhassen.mn.us>  Sent: Monday, January 31, 2022 11:06 AM  To: Lusian, Christine <CLusian@ci.chanhassen.mn.us>  Subject: Commission app: Park ‐ follow‐up Q&A Good morning!     Thank you for your interest in serving on a Chanhassen commission!      City Council would like to review your responses to the following questions:     1. What qualities, strengths, and experiences do you have that make you a strong candidate for the Park &  Recreation Commission?  2. What do you and your community members feel are the biggest opportunities for Chanhassen Parks and  Recreation?  3. If appointed, what would you like the Park & Recreation Commission to accomplish during your term?     Take the next week or so and please reply with your answers by Monday, February 14.      I will be reaching out to you again next week to schedule an interview for the evening of February 28 or March 14.     78 2 Very Respectfully,  Christine                                           www.ci.chanhassen.mn.us                                             This email has been scanned for spam and viruses by Proofpoint Essentials. Click here to report this email as spam. 79 1/19/22, 2:59 PM https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5337 https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5337 1/3 Print Commission Application Form Please complete and submit the online form below. You will be able to print a copy of the completed form when it is submitted. Application deadline is Friday, January 28, 2021. Commission Information Notice of Commission Vacancies For additional information regarding each commission and the number of available vacancies, view the Notice of Commission Vacancies via the above link. City Council Interview Dates Applicants are required to interview with the City Council. Interview date(s) and times will be determined at the January 24, 2022 City Council work session. Commission Desired* Alternate Commission Choice-Optional* Name* Home Address* City* (for mailing address) Zip Code* (for mailing address) Preferred Contact Phone* Alternate Contact Phone If no alternate phone, enter "none" Commission Application Form - Submission #5337 Date Submitted: 1/10/2022 Kaisa Buckholz XXX-XXX-XXXX Environmental Commission Park & Recreation Commission Chanhassen 55317 80 1/19/22, 2:59 PM https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5337 https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5337 2/3 Email*Number of years lived in Chanhassen* Highest level of education attained, plus degrees, if any* Employment History (position, employer & brief description of duties)* Attach resume (if desired) No file chosenChoose File Reasons for seeking this position* Specific qualifications for this position* Yes No Are you currently serving on other Boards, Commissions, or Committees?* 10 Associate in Arts Degree with emphasis in Biology Sciences EXPERIENCE Lifetime, Chanhassen MN - Billing Specialist July 2019 - Present Posts insurance and patient payments, answers questions, researches problem accounts in a professional manner Audits and sends claims both electronically and paper Performs patient insurance benefit verification Develops, monitor and update billing rules for insurances, specialties, and accounts Works with insurance companies and adjusters to resolve problem accounts, re-file and reopen claims, file appeals and make decisions on adjustments Conducts spot audits on encounters, coding, and payments for accuracy Monitors month-end closing progress to ensure all charges, payments and other required tasks have been completed before the last day of the month Assists in reducing patient accounts receivable Park Dental, Chaska MN - Scheduling Manager December 2010 - July 2019 Greeting patients and checking them in, phone calls, scheduling appointments, and presenting treatment plans Keeping accounts up to date with respect to insurance claims, billing, collections, and personal information Utilizing schedules in order to aid in meeting production goals, familiarization with practice profit and loss statements to focus on areas that need improvement Organizing meetings for team members continuing education General interest and to serve my community. No qualifications, just an avid interest in the environment. 81 1/19/22, 2:59 PM https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5337 https://www.ci.chanhassen.mn.us/Admin/FormCenter/Submissions/Print/5337 3/3 If yes, please list Yes No Have you served on a Board, Commission, or Committee in the past?* If yes, please list Please list organization memberships and positions held* Please list areas of special interest* Chanhassen Connection Newsletter City Website Facebook Twitter Chanhassen Villager Other How did you hear about commission vacancies?* Select all that apply None None 82 Chanhassen Logo Commission Application Form Please complete and submit the online form below. You will be able to print a copy of the completed form when it is submitted. Application deadline is Friday, January 28, 2021. Commission Information Notice of Commission Vacancies For additional information regarding each commission and the number of available vacancies, view the Notice of Commission Vacancies via the above link. City Council Interview Dates Applicants are required to interview with the City Council. Interview date(s) and times will be determined at the January 24, 2022 City Council work session. Commission Desired* Planning Commission Alternate Commission Choice-Optional* None Name * Edward Goff Home Address* City* Chanhassen (for mailing address) Zip Code * 55317 (for mailing address) Preferred Contact Phone *Alternate Contact Phone none If no alternate phone, enter "none" Print Commission Application Form - Submission #5358 Date Submitted: 1/25/2022 83 Email*Number of years lived in Chanhassen* 1 Highest level of education attained, plus degrees, if any* Bachelor of Science, Electrical Engineering Master of Science, Electrical Engineering Doctor of Philosophy, Electrical Engineering Employment History (position, employer & brief description of duties)* (in reverse chronological order) The roles are similar in nature; to lead engineering and development efforts and supervise resources. Director of Engineering, Controls and Systems Engineering, Ergotron. Senior Engineering Manager, General Dynamic Mission Systems Director of Engineering, United Technologies Engineering Manager, Medtronic Product Development Specialist, 3M Company Attach resume (if desired) EDG_Resume.pdf Reasons for seeking this position* As a new resident to Chanhassen, we went before the planning commission for a variance on our construction project. The technical aspects of the council such as zoning, laws, covenants, and setting precedence are interesting for me, and the council and committee nature is something I have had experience in graduate school as President of the Graduate Student Senate. I am eager to get involved in my community and wanted to help out on the Planning Commission. Specific qualifications for this position* Ph. D. in Engineering and over 15 years of Engineering Management experience. Course Director for advanced adult leadership training through the Boy Scouts of America (Wood Badge). Adult Volunteer for the Boy Scouts of America (20 years) Eagle Scout Are you currently serving on other Boards, Commissions, or Committees?* Yes No If yes, please list Have you served on a Board, Commission, or Committee in the past?* Yes No 84 I f ye s, ple a se li st Pl e a se list orga niza tion m e m be rships a nd positi ons he l d* Boy Scouts of Am e rica : Council Tra ining Cha i r Course Dire ctor, W ood Ba dge Assista nt Scoutm a ste r Com m itte e Me m be r Cubm a ste r Socce r Assista nt Coa ch Pl e a se list a re a s of spe cia l i nte re st* Hobbie s incl ude tra ve l , ca m ping, hi king, snow sports, a nd le a ding a n a ctive l ife styl e . How did you he a r a bout com m ission va ca ncie s?* Select all that apply Cha nha sse n Conne ction Ne w sl e tte r City W e bsi te Fa ce book Tw itte r Cha nha sse n Vi lla ge r Othe r 85 1 Lusian, Christine From:Edward Goff <edward.goff@outlook.com> Sent:Tuesday, February 1, 2022 8:56 AM To:Lusian, Christine Cc:Edward Goff Subject:RE: Commission app: Planning - follow-up Q&A CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Responses to questions:    1. What do you believe the Planning Commission does?    According to the Chanhassen website, “The Planning Commission prepares and maintains the city's  Comprehensive Plan and advises the City Council on matters regarding implementation of the plan.”  That  definition is the big picture, but the ongoing tasks and responsibilities are to make recommendations to the  city council on matters of real estate and property such as site plans, land use, variances, right‐of‐ways, and  subdivisions for examples.  The commission does the research and makes recommendations to the city council  who can either change or ratify the planning commission’s recommendation.    2. Which of your life experiences do you believe has best prepared you to be a member of the Planning  Commission and why?    I have a technical engineering background which taught me to get to root case of issues and understand all the  variables which impact a decision or solution.  Sometimes we need to work with issues and situations that are  not always black and white and are subject to interpretation and differing points of view.  Having the ability to  get to the root cause and carefully review the different potential solutions is an experience which I feel would  be a benefit to the planning commission.    In my career I have been working with, leading or managing product development teams for over 25  years.  One of my strengths is to work with people and find solutions which are either the best for the  program, or the best for the business.  Sometimes it’s not easy to deliver tough messages such as terminating  a product development program, or to hold to a budget at the expense of missing a deadline.  My ability to  look past the emotional response and pursue a data driven outcome is an experience that may be useful  serving on the planning commission.    3. Variances play a large role in the regular decision‐making for the Planning Commission. What goes  through your mind as you consider the conflict between a comprehensive city plan for all and  developers/residents requesting individual variances?    A variance is a deviation or waiver from the comprehensive city plan or zoning laws.  The comprehensive city  plan was established to set the desired qualities and overall vision for the future of the community and serve  as guide to decision making.  When a property owner requests a variance for their planned use of their  property, their request is essentially a deviation from the comprehensive city plan designed to have uniform  compliance and protect other property owner’s rights and property values.  There are many circumstances  86 2 that come into play because the current plan and regulations have changed over the years and certain rules  have changed.  Making a recommendation for the city council requires taking into account the comprehensive  city plan as well as the rights of the citizens of the city while maintaining some level of flexibility and doing the  right thing for the variance requestor.    Full disclosure that I went before the planning commission with a variance request in 2020 and was able to  witness the process and discussion over a request which was outside the comprehensive city plan (which was  partially granted).  It is this experience plus my technical background and desire to serve my community in  some way which prompted me to apply for this role.      Thank you for your consideration of my application.    Ed Goff    From: Lusian, Christine <CLusian@ci.chanhassen.mn.us>   Sent: Monday, January 31, 2022 10:58 AM  To: Lusian, Christine <CLusian@ci.chanhassen.mn.us>  Subject: Commission app: Planning ‐ follow‐up Q&A    Good morning!    Thank you for your interest in serving on a Chanhassen commission!     City Council would like to review your responses to the following questions:    1. What do you believe the Planning Commission does?   2. Which of your life experiences do you believe has best prepared you to be a member of the Planning  Commission and why?  3. Variances play a large role in the regular decision‐making for the Planning Commission. What goes through  your mind as you consider the conflict between a comprehensive city plan for all and developers/residents  requesting individual variances?    Take the next week or so and please reply with your answers by Monday, February 14.     I will be reaching out to you again next week to schedule an interview for the evening of February 28 or March 14.    Very Respectfully,  Christine                                           www.ci.chanhassen.mn.us                                            87 3 This email has been scanned for spam and viruses by Proofpoint Essentials. Click here to report this email as spam. 88 Chanhassen Logo Commission Application Form Please complete and submit the online form below. You will be able to print a copy of the completed form when it is submitted. Application deadline is Friday, January 28, 2021. Commission Information Notice of Commission Vacancies For additional information regarding each commission and the number of available vacancies, view the Notice of Commission Vacancies via the above link. City Council Interview Dates Applicants are required to interview with the City Council. Interview date(s) and times will be determined at the January 24, 2022 City Council work session. Commission Desired* Economic Development Commission Alternate Commission Choice-Optional* Planning Commission Name * Ryan Soller Home Address* City* Chanhassen (for mailing address) Zip Code * 55317 (for mailing address) Preferred Contact Phone *Alternate Contact Phone none If no alternate phone, enter "none" Print Commission Application Form - Submission #5374 Date Submitted: 1/31/2022 89 Email* r Number of years lived in Chanhassen* 4.5 Highest level of education attained, plus degrees, if any* Master of Business Administration (Carlson School of Management, UMN) Bachelor of Arts (Bethel University, St. Paul, MN) Majors: History; Political Science Employment History (position, employer & brief description of duties)* *For more information, please see my LinkedIn profile: https://www.linkedin.com/in/rasoller/ **2021- Present Director, Account Management - MatrixCare (ResMed) - I manage an account management team, overseeing a client segment worth ~$50 million annually in software revenue. - I make and execute business decisions with the objective of growing revenue and providing outstanding value to customers in the senior care space. - I work with American senior care providers to enhance their organizations and care models by leveraging new technology. **2020-2021 Account Management, Team Lead - MatrixCare (ResMed) - Coach and advise a team of account managers objective of growing revenue and providing outstanding value to customers. **2017-2020 Senior Account Executive - MatrixCare, Inc. - Managed national accounts representing $16M in annual revenue - Worked with America's largest Skilled Nursing and Assisted Living companies to adopt new technology to solve clinical, financial, and IT related challenges. **2012-2017 Various account and client services roles - MatrixCare, Inc. Attach resume (if desired) No file selectedChoose File Reasons for seeking this position* An opportunity presented itself about six months ago to serve on the Economic Development Commission and I jumped at the opportunity. I'm a strategic thinker with the big picture in mind, but I balance this professionally with a humble approach to customer service that listens with the intent to understand. I've joined the EDC and observed and absorbed for the last several months, working to learn from veteran members and supportive city staff. I am ready to continue on in this role for a full term and bring my perspective and skillset to do what I can to help Chanhassen and it's economic community. It's clear to me that this commission is still in its infancy in our city and there are many opportunities to make it a respected and relied upon entity for both businesses and residents. The commission does not yet have the influence that it should have with local business owners and managers. It is not yet deeply connected with the pulse of the business community or the perspective of residents as it pertains to the the growth of economic opportunity in the city. There is still so much to achieve, and I know that with a solid team and the new administrative support from the city, there is strong potential for the next three years. I aim to volunteer my skillset in these exciting years ahead. Specific qualifications for this position* - Business Education - Political/Policy Education - Business Management Experience - 10 years of Experience building relationships with C Suite and Business Owners -Track record of successful growth initiatives for a company - Experience with both small private and large publicly traded businesses - Willingness to engage the community and put myself out amongst our neighbors to learn their perspective (ran for City Council in 2020). Are you currently serving on other Boards, Commissions, or Committees?* Yes No 90 I f ye s, ple a se li st Econom ic De ve lopm e nt Comm issi on - Cha nha sse n, MN P a rish Council - St. Hube rt's (Cha nha sse n, MN) Ha ve you se rve d on a Boa rd, Comm i ssion, or Comm itte e in the pa st?* Ye s No I f ye s, ple a se li st Boa rd of Dire ctors - Como Stude nt Com m unity Coope ra tive (https://cscc.umn.e du/) Fi na nce Com mitte e - Com o Stude nt Comm uni ty Coope ra tive Pl e a se list orga niza tion m e m be rships a nd positi ons he l d* n/a Pl e a se list a re a s of spe cia l i nte re st* -Grow th a nd De ve lopme nt -More Em pl oym e nt Opportunitie s for Cha nha sse n -Susta ine d a nd e x ce lle nt custome r se rvice to our incum be nt busi ne sse s -Re duce d re gula tory l a ndsca pe for busine sse s -Re side nt-focuse d policy cha nge , re si de nt-focuse d de ve lopme nt. -Tra nspa re ncy in Gove rnm e nt -Com pe titive ne ss of the ci ty for a ttra cting ne w busine ss (w ithout ma king a voida ble conce ssi ons!) How did you he a r a bout com m ission va ca ncie s?* Select all that apply Cha nha sse n Conne ction Ne w sl e tte r City W e bsi te Fa ce book Tw itte r Cha nha sse n Vi lla ge r Othe r 91 1. How does your background align with the goals of the Economic Development Commission (encouraging business expansion, new business development, etc.)? My background is exclusively in the private sector working for both private and public companies with focus areas in revenue growth, strategic planning, and innovation. I have achieved sales success by being a consultative partner for clients who have serious healthcare challenges that can only be solved with technology. I know how to connect people’s needs with solutions, and how to make the experience rewarding along the way to strengthen partnerships. Whether achieving sales goals or EDC goals, success will rarely be measured by one transaction. It’s about creating repeatable, scalable approaches that produce consistent results. I’m also passionate about strategy and long-term vision. When I consult with someone, I am thinking about the project that solves their immediate requirements, but also sowing the seeds that create lasting value over time. When we review policies and look at the regulatory climate in Chanhassen we need to think about real impacts and the ripples that flow into the future. Innovation drives every sector, not just tech. I am energized by being where thought leadership is and where new trails are being blazed. In business, I get more fulfillment out of being a change agent and focusing on pushing clients to adopt brand new software, rather than sticking with older products on their way to retirement. The EDC is still a nascent commission in Chanhassen, and it hasn’t completely found its legs. This is the space I thrive in; the early days where our commission still needs to build its purpose and credibility. 2. The Economic Development Commission is an advisory commission to the City Council. What things are important to think about as a Commissioner to ensure you are in alignment with the goals the City Council sets for the city? A. Communication with City Council ○ Council sets the mission and vision and gives the EDC those high-level parameters to focus on in its execution. Establishing a regular cadence of communication with Council Members is necessary for the EDC to develop strategic plans that reflect the aims of the Council. B. Communication with Business Owners and Managers ○ We cannot be aligned with the stated goals of the commission unless we are also aligned with what existing and future business owners desire and require when choosing Chanhassen as a home. We need to be connected to the pulse of the business community and establish a method for this communication. C. Resident Perspective ○ As the Council is primarily concerned with representing the interests of the people of Chanhassen, it is also key that the advice and recommendations of the commission consider the perspective of our neighbors. D. Collaboration with City Staff Ryan Soller 92 ○We need to stay close to staff, whether it’s Bob keeping us on track, Ari to better develop the approach to communication, or the new, dedicated economic development team member that we are all very eager to see on board. 3.What approach to relationship building would you take with the Economic Development Commission? Building relationships through rapport and trust is the primary skill that has carried me through my career. In my experience, the greatest relationships are built upon the foundations of trust and expectation management. I’ve only been on the EDC approximately seven months, so I still have a lot to learn and experience, but relationship management is one of our major opportunity areas. Ideas for progress here include: ●Comprehensive registry/index of Chanhassen businesses and key stakeholders. ○Without a customer relationship management system (like SalesForce or MS Dynamics), managing customers and prospects is impossible in business. We don’t need something expensive (an Excel database will do) but we need something tangible and data-based so that we can understand who we need to target for communications and relationship building. ●We need events to get face-time with our stakeholders. ○Events should focus on providing value to a set of stakeholders (businesses, residents, city staff, etc.) and/or giving a group of people a conduit to provide their feedback into a decision making process. ○A combination of both in person events and remote webinars will help pull in different audiences and accommodate more schedules. ○We should also make an effort to find additional events to be involved in, and send EDC members to represent the city. ●Net Promoter Score (NPS). ○Businesses use NPS to understand how satisfied customers are with their business, and how willing the customer is to recommend others to do business. ○If we could determine an NPS for Chanhassen, in terms of how friendly it is to do business/start a business/develop/ etc. and then operationalize the data we collect to determine what our growth opportunities are, that would be powerful for our committee. ●Utilizing existing communication tools from the city. ○We should look to utilize tools already at the city’s disposal. For example, how well-designed is our website for connecting prospective developers or entrepreneurs to set up shop in Chanhassen? Does our web presence aim to draw in and convert potential leads for doing business in our city and how can we harness that data? At a base level, how can we make it easier for businesses to find the right information, or get connected with the right resource. 93 I love ideation and working through how a new concept could work in a different setting. It seems like a lot of groundwork has been laid by the EDC so far, but with delays imposed by COVID-19 and it still being early days for this commission, I’m very interested in seeing through a full term to see what the EDC can become for Chan. 94 City Council Item February 28, 2022 Item Future Work Session Schedule File No.Item No: A.3 Agenda Section WORK SESSION Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City Council is tentatively scheduled to hold the following work sessions: March 14, 2022 1. Commission Interviews 2. City Manager Performance Review (closed session after regular meeting) March 21, 2022 (Note meeting date change from March 28, 2022) 1. Facilities Study Discussion April 11, 2022 1. Fire Department/Public Safety Staffing Update 2. ARPA Discussion 95 April 25, 2022 1. Short-Term, Rental, and Business Licensing 2. City Council Roundtable May 9, 2022 1. Park Referendum Update May 23, 2022 1. Lower Bluff Development Planning June 13, 2022 BACKGROUND Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting agenda is published. Work sessions are typically held at 5:30 pm on the second and fourth Monday of each month in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 96 City Council Item February 28, 2022 Item Approve City Council Minutes dated February 14, 2022 File No.Item No: E.1 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council Minutes dated February 14, 2022." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS City Council Work Session Minutes dated February 14, 2022 97 City Council Minutes dated February 14, 2022 98 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES FEBRUARY 14, 2022 Mayor Ryan called the work session to order at 5:33 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilwoman Rehm, Councilman Campion (via Zoom), Councilman McDonald, and Councilwoman Schubert. COUNCIL MEMBERS ABSENT:None STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; George Bender, Assistant City Engineer; Lt. Lance Pearce, Carver County Sheriff’s Office, and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Sgt. Kurt Schoening, Carver County Sheriff’s Office Jody McDevitt, Energy Management Solutions, Inc. (via Zoom) Gary Swanson, Energy Management Solutions, Inc. (via Zoom) ACTIVE SHOOTER TRAINING PRESENTATION Lt. Lance Pearce introduced Sgt. Kurt Schoening from the Carver County Sheriff’s Department who presented an Active Shooter Training PowerPoint presentation covering the following topics: Workplace Violence Mental Preparation – be aware of your surroundings Run, Hide, Fight Pre-Fight Indicators Patrol Response Council Questions: o What areas are safer; barrier type, steel vs. wood, closed door? Depends on the building construction materials. Steel is better than wood. Sheet rock is better than nothing. Avoid open air and put anything between you and the shooter. The thicker the barrier the better. o How does law enforcement differentiate between the bad guys with the gun? It’s difficult to determine off-duty law enforcement from a shooter. Find someone in a uniform. Law enforcement typically wear a center badge, uniform, and protective vests. Mayor Ryan thanked Sgt. Schoening for the presentation. Lt. Pearce added that if something feels wrong, act. 99 City Council Work Session Minutes – February 14, 2022 2 CONSIDER ELECTRIC VEHICLE CHARGING STATION OFFER FROM CARBON SOLUTIONS GROUP Mayor Ryan reminded Council that they viewed a presentation at the November 8, 2021 work session and they asked for more information. Following tonight’s presentation, Council will be asked for a recommendation. City Manager Hokkanen presented the PowerPoint presentation. Presentation: Dirt Road EV Charging Program – Carbon Solutions Group The proposal has not changed since the November 8, 2021 work session presentation, which is to install a network of 26 publicly accessible charging stations at 9 locations on City owned property at no cost to the City. Most of the 26 EV charging station locations are in city parks. The City would also receive 5 electric vehicles, most likely Nissan Leafs, to add to the City’s fleet. In order to be eligible for the incentives, rebates and credits that Carbon Solutions Group will be getting in order to make this program possible, the City is required to operate a minimum of 5 electric vehicles. Hokkanen provided a detailed overview of the deal structure. Hokkanen provided an example of a different approach to bring EV charging stations into the community. Over the years, Carver County has applied for several grants to install an EV charging station at the Government Center and last year they received a grant from the MPCA in the amount of $10,000. The County will have to contribute $9,000 to completely fund the charging station. Carver County will own and operate the charging station and will receive any revenue that is generated, but they will also be responsible for the operation, electricity, maintenance, and any changes in technology. Carver County is also currently working with Carbon Solutions Group and is proposing to install two EV charging stations at the Chanhassen License Center and Minnewashta Park. This proposal could potentially tie in with the City’s Strategic Plan goals. A FlashVote survey was conducted in November of 2021 and those results are attached to the staff report for this item. The FlashVote survey gives us an idea of what the general sentiment in Chanhassen about EV charging stations might be. The Dirt Road EV Charging Agreement is not on tonight’s Council agenda for approval; however, staff would like direction from the City Council as to their interest in putting this item on a future regular agenda and what are the questions and items that need to be vetted out before this could happen. Mayor Ryan directed the Council to ask questions or provide comments. Questions: After year 10 would the City have to pay for the 5 electric vehicles? Will this amount be comparable to our lease payments with the Enterprise Leasing program? o There is no requirement to purchase the vehicles. A buyout option is provided after 5 years if the City chooses to purchase them. The City will re-evaluate with current options available at that time, whether to lease additional vehicles through Enterprise or to exercise this buyout option. What is the plan for replacing sedans? If we don’t have any the sedans, would they replace the light-duty pickups or small SUVs? o Public Works Director/City Engineer Charlie Howley explained we don’t have the data from Enterprise for leasing a small sedan. Right now, three of these five electric vehicles could replace three of our smaller gas-powered vehicles pretty easily based on use. 100 City Council Work Session Minutes – February 14, 2022 3 Depending on future growth, we will have to add more vehicles to our fleet. Hokkanen added that if the current rate of building activity continues there is an expectation of adding a building inspector which would require an additional dedicated vehicle. The IT person that was hired last year is currently using their personal vehicle. What is the cost of electricity to the customer? Can that cost be put in the contract? How competitive are your rates? o Carbon Solutions Group has made it well known that they truly want to be the low-cost provider. The target cost is 20-25% less than gasoline to drive the equivalent mileage. They will be extremely competitive with the cost of gasoline and lower than other EV charging stations on the market. Carbon Solutions Group determines the cost calculation. They will also be releasing a subscription model to users that will save money. Can electric bikes be charged at the EV charging stations? o Not at this time because electric bicycles typically use a 110 volt wall outlet. However, Hokkanen referenced that a resident experienced with electric bicycles told her that there is a $150 adapter that users could purchase. The preference would be that the charging station would provide the electricity without the use of an adapter. Will the price of the electricity fluctuate depending on usage of the EV charging stations? o Possibly if there is a lot of utilization, but the short answer is no and the prices are pretty well set. Electric rates are reviewed about every three years; however, when Carbon Solutions Group contracts with Xcel, the rates are locked in for 10 years. Where will the 5 electric vehicles be stored and will they have separate charging stations or will they have to share the proposed EV charging stations? o Hokkanen stated the City’s electric vehicles will be stored at City Hall and Public Works, both of which are proposed to have EV charging stations. Most likely the City will obtain a subscription and use the EV charging stations located at City Hall and Public Works during the daytime hours. Will the City be collecting the Franchise Fee that is charged to other utilities? o Yes, any meter in the City would be subject to the Franchise Fee. o If the Franchise Fee is charged per meter, how many would be charged? Nine, one for each EV charging location. Will park hours affect charging EVs after hours? o EV charging stations would be available only during park hours. Stations are turned on 24/7 but information can be added to the app stating these stations are not available after hours. Customers would most likely drive into the City and not the parks. How will the EV charging stations be identified and how are their locations determined/chosen? o Hokkanen stated the intention is not for the EV stations to be closest to the door. It depends on access to electricity. There has been a collaborative effort between Carbon Solutions Group and the City to locate charging stations. Location maps will be provided. Hokkanen stated that Carver County has not had any issues. How many other groups like Carbon Solutions Group are out there? Who are the competitors? o There are three nationwide competitors, one of which is currently not in Minnesota (EVgo). Electrify America only installs fast-charging stations at freeway exits and strip malls. Tesla also has a nationwide network of EV charging stations; however, they only charge Tesla vehicles. Was Carbon Solutions Group required to go through a vetting process with Xcel Energy? o No, they have no formal agreement with Xcel. 10-year contract – how locked in is the City? 101 City Council Work Session Minutes – February 14, 2022 4 o Hokkanen stated that the City is committed to participate in the program for 10 years. That means we are contributing the property. The City could invite other companies to install chargers at any time in the same locations before the 10-year contract is up. After 10 years we can have Carbon Solutions Group’s equipment removed. There is language in the agreement that would allow the City to end the contract after 5 years; however, the City would have to buy out the remaining term of the agreement. Does Carbon Solution Group’s proposal require a defined number of spaces and locations or does the City decide those numbers? o Hokkanen stated that 5 cars is the minimum required to participate in the program. Is the contract the same for all municipalities or is it based on population? o Xcel Energy has criteria on the amount of charging capacity per site and the 5 vehicles is an overall requirement minimum for Carbon Solutions Group to begin the rebate process and receive incentives from Xcel Energy. The Xcel Energy rebate and incentive program ends in July. The 5 vehicles have 15,000 miles built in and then the City is charged 20 cents per mile after that. What is the City’s typical mileage? o Howley stated that it depends on which vehicles are being used; however, most of the runaround vehicles won’t reach the annual 15,000 mileage limit. City Council directed Staff to place the item on both the February 28 City Council work session agenda for final review and on the regular agenda for approval of the agreement. FUTURE WORK SESSION SCHEDULE 02/28/2022 – Commission interviews 03/14/2022 – Commission interviews and City Manager performance review 03/21/2022 – Facilities Study Discussion 04/11/2022 – Fire Department/Public Safety Staffing Update, ARPA Discussion 04/25/2022 – Short-Term, Rental, and Business Licensing, City Council Roundtable 05/09/2022 – Park Referendum Update 05/23/2022 – Lower Bluff Development Planning The meeting adjourned at 7:03 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 102 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES FEBRUARY 14, 2022 Mayor Ryan called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman Campion, Councilwoman Rehm, Councilwoman Schubert, Councilman McDonald. COUNCIL MEMBERS ABSENT:None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Director of Public Works/City Engineer; George Bender, Assistant City Engineer; Kim Meuwissen, City Clerk; and Andrea McDowell-Poehler, City Attorney. PUBLIC PRESENT: Mike Camnetar 2721 Longacres Drive Khai Tran 7474 Moccasin Trail Mayor Ryan asked the City Council if there were any modifications or additions to the agenda. There were no changes to the published agenda. PUBLIC ANNOUNCEMENTS: None. CONSENT AGENDA: Councilman McDonald moved, Councilwoman Schubert seconded that the City Council approve the following consent agenda items pursuant to the City Manager’s recommendations: 1.Approve City Council Minutes dated January 24, 2022 2.Receive Park & Recreation Commission Minutes dated December 14, 2021 3.Receive Environmental Commission Minutes dated December 8, 2021 4.Approve Claims Paid February 14, 2022 5.Resolution 2022-10:Approve Application of Minnesota Youth Athletic Services for a Premises Permit to Conduct Lawful Gambling at Buffalo Wild Wings located at 550 West 79th Street 6.Resolution 2022-11: Award Professional Services Design Contract for Crimson Bay Road Extension 7.Resolution 2022-12: Approve Agreement and Work Order for the Interim Traffic Signal at TH5 and Minnewashta Parkway 8.Resolution 2022-13:Supporting Housing and Local Decision-Making Authority 103 City Council Minutes – February 14, 2022 2 All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS. None. PUBLIC HEARING 1. Resolution 2022-14: Conduct Improvement Hearing and Authorize Preparation of Plans and Specifications for 2022 City Pavement Rehabilitation Project No. 22-01 Assistant City Engineer Bender gave a presentation on the pavement rehabilitation project, showing a map of the 5 miles of street proposed with the Full Depth Reclamation technique. He noted they will also perform some public utilities rehabilitation, manhole structure rehabilitation, addition/replacement of drain tile areas of concern, ADA pedestrian ramp improvements and sidewalk maintenance, and pond maintenance/cleanout for a pond in the Stone Creek area. He shared about public engagement, notification, and reach, noting they had a great response to a survey sent out. Mr. Bender noted the Stone Creek Court/Timberwood Drive street connection is identified in the City’s 2040 Comprehensive Plan; feedback received from the public during an open house was strongly against the proposed connection. The determination was made not to include this work in the project, but to keep it in the 2040 Comp Plan to be discussed with a reconstruction project rather than a rehabilitation project. Mr. Bender shared that all of the funding will be covered by the City’s Pavement Management Program (PMP). The City’s assessment policy follows Minnesota Statute 429 which regulates special assessments: the City shall cover 60% of the costs and benefiting properties shall cover 40%. He shared that total estimated costs for all three project areas is approximately $4,450,633. Staff recommends proceeding with the project and authorizing preparation of plans and specifications. Mayor Ryan opened the public hearing. Mike Camnetar, 2721 Longacres Drive, is the Vice President of the home owners’ association, and asked if the center island proposal was removed from the project. Mr. Bender replied in the affirmative. Khai Tran, 7474 Moccasin Trail,asked with the removal of the center island, would the cost per property go down? Mr. Bender believes the feasibility included about $40,000 in association with the center islands. He noted these numbers are estimates and they have not bid the project yet which is why they show a preliminary assessment number in the beginning. Mr. Tran said in theory, because something was removed from the original estimate, the assessment should be lower. Mr. Bender replied in the affirmative, but noted Staff does not have control of that. 104 City Council Minutes – February 14, 2022 3 Mayor Ryan closed the public hearing. Councilwoman Schubert moved, Councilman Campion seconded that the City Council adopts a resolution ordering the improvements and authorizes preparation of plans and specifications for the 2022 City Pavement Rehabilitation Project No. 22-01. All voted in favor and the motion carried unanimously with a vote of 5 to 0. GENERAL BUSINESS 1. Resolution 2022-15: Approve Joint Powers and Turnback Agreements with Carver County for the Galpin Boulevard Improvement Project Director of Public Works/City Engineer Howley shared a presentation regarding the Joint Powers Agreement (JPA) and Turnback Agreements. The JPA is a standard agreement for partnership projects with Carver County. He noted the Turnback is governed by State Statute and means should the current road authority so choose, they can relinquish their ownership control of a public right-of-way and cede it to another entity, in this case the City. The County has declared that Galpin Boulevard/County Road 117 is “no longer needed for County Highway purposes.” Therefore, the entire right-of-way will become the City’s responsibility upon completion of the project. Both agreements have been negotiated by City and County Staff and the City Attorney. The improvement project is a full reconstruction of the corridor including grading and soil corrections, profile adjustments, new pavement, adding curb and gutter, storm sewer, turn lanes, roundabouts, reconstruction and extension of trails, and public utility rehabilitation. Mr. Howley showed the map on screen and walked the City Council through the proposed project. Councilwoman Rehm asked why Hunter Drive and Paisley Path as well as Longacres and Pearl Drive would be adding turn lanes instead of a small roundabout. Mr. Howley replied this layout was done before they knew where the roads were in the park development. When the consultant is on board they will analyze all of the intersections again and propose the preferred treatment which will come before the City Council at a later date. Councilman Campion noted toward Lake Lucy the trail will only be on the east side of the road and noted there is already a trail existing on the west side of the road. He asked what will happen to that trail. Mr. Howley noted it would be removed. He does not know the history of why the east side was chosen rather than the west side and they will look into it as they get more details. He continued the presentation showing total project cost of approximately $11.25 million with 75% County/25% City contribution for street, stormwater, trails, and lighting, 100% City contribution for public utilities, and 50% County/50% City contribution for right-of-way. Mr. Howley clarified that $3,000,000 for the street will come from Municipal State Aid (MSA) allotments, $250,000 for sanitary sewer will come from the Sewer Enterprise Fund, and $1,000,000 for the watermain from the Water Enterprise Fund for an approximate total for City funding of 105 City Council Minutes – February 14, 2022 4 $4,250,000. He noted all funding is accounted for in the City’s current financial plans. Construction for the project would begin in 2023/2024. Mayor Ryan stated the Mayor of Shorewood was just in a conference committee hearing about their project from where the City ends and it goes into Excelsior. She noted a big piece of that is part of the Safe Route to Schools because of Chanhassen residents who go to the Minnetonka school district. She clarified from a north/south corridor, trails will be a really important component. Another concern for when it is turned back to a City road, Mayor Ryan stated she would like to evaluate speeds. Councilman Campion moved, Councilwoman Rehm seconded that the City Council adopts a Resolution approving the Galpin Boulevard (CR 117) Join Powers Agreement and Turnback Agreement with Carver County. All voted in favor and the motion carried unanimously with a vote of 5 to 0. COUNCIL PRESENTATIONS. Councilwoman Rehm invited everyone to a Marnitas Table event which will be held Thursday, February 17 from 6-8:30pm. This is something that Carver County public health and the Eastern Carver County School District are hosting and is a free, virtual event. Mayor Ryan acknowledged the Park and Recreation team for another great Feb Fest noting they had a huge turnout. ADMINISTRATIVE PRESENTATIONS. None. CORRESPONDENCE DISCUSSION. 1. 2022 Building Permit Activity January Year to Date 2. CenterPoint Energy Public Hearings Notice dated February 4, 2022 Councilman Campion moved, Councilman McDonald seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The City Council meeting was adjourned at 8:08 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 106 City Council Item February 28, 2022 Item Receive Planning Commission minutes dated January 4, 2022 File No.Item No: E.2 Agenda Section CONSENT AGENDA Prepared By Jean Steckling, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Planning Commission minutes dated January 4, 2022." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Planning Commission Meeting Minutes dated January 4, 2022 107 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES JANUARY 4, 2022 CALL TO ORDER: Chairman Weick called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Steven Weick, Laura Skistad, Eric Noyes, Mark von Oven, Erik Johnson, Doug Reeder, and Kelsey Alto MEMBERS ABSENT: None. STAFF PRESENT: Kate Aanenson, Community Development Director; MacKenzie Young- Walters, Associate Planner PUBLIC PRESENT: Michael Corrigan 3711 South Cedar Drive Chairman Weick reviewed guidelines for conducting the Planning Commission meeting. Community Development Director Aanenson noted the current Chairman (Weick) has submitted a letter of resignation as Chairman, though not from the Planning Commission itself. Staff suggests following Robert’s Rules of Order which states the Planning Commission would make a nomination for Chair and Vice Chair which is normally conducted during the first meeting in April. Staff recommended opening recommendations for Chair and Vice Chair. Commissioner Reeder moved, Commissioner Noyes seconded that the Chanhassen Planning Commission accepts the resignation from Chairman Weick. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Commissioner Noyes moved, Commissioner Weick seconded to nominate Commissioner von Oven to the position of Chairman of the Chanhassen Planning Commission. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Chairman von Oven moved, Commissioner Weick seconded to nominate Commissioner Noyes to the position of Vice Chairman of the Chanhassen Planning Commission. All voted in favor and the motion carried unanimously with a vote of 7 to 0. PUBLIC HEARINGS: CONSIDER A REQUEST FOR SETBACK AND LOT COVER VARIANCES TO ADD AN ADDITION ON TO AN EXISTING DETACHED GARAGE ON PROPERTY LOCATED AT 3711 SOUTH CEDAR DRIVE Associate Planner, MacKenzie Young-Walters presented the staff report on this item, noting the lot is zoned residential single family, has a 20,000-square foot minimum lot area, is required to 108 Planning Commission Minutes – January 4, 2022 2 meet 30-foot front and year setbacks, 10-foot side yard setbacks, 75-foot shore setback, and is limited to 25% lot cover under the ordinance with one water-oriented accessory structure (WOAS) which can be as close as 10 feet to the ordinary high water level with a 250-square foot maximum size. Existing conditions are as follows: 7,647-square foot lot (significantly below the area’s minimum) with a lot width of approximately 40 feet, 41% lot cover, the principal structure has approximately 2-foot east and west side setbacks, approximately a 71-foot shore setback on the patio, the existing garage has a 9.8-foot and 7.6-foot east and west side yard setbacks and is set back 21.8 feet from the front lot line with a non-conforming 31-foot wide driveway at the right-of-way line. The Applicant is proposing adding a 5.25-foot by 20-foot addition off of the west side of the garage; they have noted that due to the substandard lot width it is not possible to widen the approximately 22-foot garage without a side setback variance to create additional storage area. The Applicant wanted the proposal to match the existing home’s side yard setback (non-conforming by 2 feet) and slightly reducing the lot cover by taking 32 square feet off. The Applicant has also stated that other alternatives for increasing the property’s lot cover storage area does not work as well for them and has noted that many surrounding properties have received variances to improve non-conforming structures and do not believe it would be detrimental to the neighborhood. Mr. Young-Walters stated Staff first looked at several alternatives that would require no variance or a significantly less-extensive variance more in keeping with past practice. He walked the Commissioners through the other options including removing impervious surface and adding an addition directly off the rear of the structure, removing lot cover including a bit of the patio which would allow a WOAS by the lake for storage. The Applicant has indicated they are not interested in that option as they want to keep the lakeside unencumbered. Another alternative would be to remove the lot cover on the west side and do an approximately 5-foot addition along the east side. Mr. Young-Walters spoke about a cedar tree on the property including the homeowners’ concerns, the past history of the tree and property, and options available to the Applicant. Staff believes there are numerous alternatives besides allowing an unprecedented 2-foot side yard setback variance. Staff recommends approval of an alternative 5-foot east side yard setback and the requested front yard setback and lot cover variances needed to allow for the project. The Commissioners asked questions about the homes on each side of the property, retaining walls, access for the fire department, and previous variance requests for the property. Michael Corrigan, Applicant, noted the family is very sensitive to the variance request and they are trying to do the best they can with the very limited lot size they are dealing with. He appreciates all the proposals Mr. Young-Walters put together and stated it is less of a design preference but instead is trying to find a way that is practical for the application and protective of the property. He noted the family is very sensitive to the tree on the property and the options presented would cause pruning or taking down entire trunks of the tree. He mentioned a 6-foot easement that he is responsible for on the property. Commissioner Noyes asked to hear more about the easement. Mr. Corrigan replied it is an easement from 2014 or so because of the proximity of the homes and the 2-foot setback on his property. The easement there is somewhat of a private right-of-way and is on the neighbor’s property. 109 Planning Commission Minutes – January 4, 2022 3 Mr. Young-Walters believes it gives any current or future owner of the property access to the lake through a pedestrian access easement. Ms. Aanenson clarified the City has no jurisdiction over a private easement like this. Commissioner Reeder asked about putting a shed on either side of the garage. Mr. Young-Walters said a shed on the west side of the garage would still require a setback variance. Chairman von Oven opened the public hearing. Chairman von Oven closed the public hearing. Commissioner Noyes feels the Applicant’s proposal is the least intrusive. They are adding square footage to the building, whether on the east or the west; adding it to the one side would require removing the sidewalk access to the house. Aesthetically, the house and garage would line up and he stated it is a tough situation with no great proposals. Commissioner Reeder thinks the location proposed is logical; what happened with the property in 1923 is what causes the problem. He agrees the proposed location is as good as putting it on the other side, noting it seems there would be potential for drainage issues on the other side. Chair von Oven would have been an absolute no if the City had received a different letter from the neighbor. Commissioner Alto moved, Commissioner Reeder seconded that the Chanhassen Board of appeals and adjustments approves the requested 7.9-foot west side yard setback, 8-foot front yard setback, and 15.6 percent lot cover variances subject to the Conditions of Approval, and adopts the Findings of Fact and Decision. All voted and the motion carried with a vote of 6 to 1. PUBLIC HEARING: CONSIDER A REQUEST TO AMEND CHANHASSEN CITY CODE CHAPTER 20 (ZONING), ARTICLE XX RECLASSIFYING CERTAIN USES WITHIN THE FRINGE BUSINESS (BF) DISTRICT AS INTERIM USES Mr. Young-Walters explained the issue is that the uses allowed in the Fringe Business District conflict with the land-use guiding of the properties. Once uses are established, either as permitted or conditional uses, they can continue in perpetuity. If uses have the right to continue in perpetuity are established and they do not align with the City’s long-term vision for the area, it can prevent the redevelopment of the area. In this case, it is problematic because in order for the area to redevelop, the City would need to extend sewer and water. Without a critical density of development the math does not work and the area is trapped at an underutilized level. Staff proposes to reclassify commercial uses within the Fringe Business District as interim uses which 110 Planning Commission Minutes – January 4, 2022 4 come with a sunset date or specified period of time (usually 5-10 years) or an event such as sanitary sewer system comes about. Chairman von Oven opened the public hearing. Chairman von Oven closed the public hearing. Commissioner Weick moved, Commissioner Noyes seconded that the Chanhassen Planning Commission recommend that the City Council adopt the proposed amendment to Chapter 20 of the City Code reclassifying commercial uses within the Fringe Business (BF) District as interim uses. All voted in favor and the motion carried unanimously with a vote of 7 to 0. PUBLIC HEARING: CONSIDER AN AMENDMENT TO CHAPTERS 3, 4, 5, 7, 10, 11, 12, 13, 14, 16, 17, 18, 19, AND 20 CONCERNING FEES Mr. Young-Walters noted this is an extremely large ordinance amendment. He clarified the City is not changing the amounts of the fees. Rather than fees being established by amending Chapter 4 of the City Code every year, the City Council can simply pass an ordinance establishing fees. In order to do this, the City must go through and scrub the Code wherever it says something like “one would have to pay a minimum of $50 for the City to return a horse if it escapes.” Staff believes this is a strong clean-up of many obscure and unnecessary sections of Code. The Commissioners asked clarifying questions of Staff regarding how this would work and why the change would simplify things within the City Code. Chairman von Oven opened the public hearing. Chairman von Oven closed the public hearing. Commissioner Skistad moved, Commissioner Alto seconded that the Chanhassen Planning Commission recommend that the City Council adopt the proposed amendment to the City Code concerning the establishment of fees. All voted in favor and the motion carried unanimously with a vote of 7 to 0. APPROVAL OF MINUTES: APPROVAL OF PLANNING COMMISSION MINUTES DATED DECEMBER 7, 2021 Commissioner Alto noted the summary minutes of the Planning Commission meeting dated December 7, 2021, as presented. CITY COUNCIL ACTION UPDATE: Ms. Aanenson noted that there were no action items to update. She reminded the Commissioners that three of the Commissioners’ terms (Skistad, Weick, and Reeder) will end this year and they are welcome to reapply by January 28, 2022. ADJOURNMENT: 111 Planning Commission Minutes – January 4, 2022 5 Commissioner von Oven moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Planning Commission meeting was adjourned at 8:06 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Jean Steckling Sr. Admin. Support Specialist 112 City Council Item February 28, 2022 Item Receive Senior Commission Minutes dated January 21, 2022 File No.Item No: E.3 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Senior Commission minutes dated January 21, 2022." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Senior Commission Minutes dated January 21, 2022 113 1 CHANHASSEN SENIOR COMMISSION MINUTES January 21, 2022 MEMBERS PRESENT: Bhakti Modi, Linda Haight, Dorina Tipton, Ruth Lunde, Lisa Lyon, Jim Camarata. MEMBERS ABSENT: Susan Kibler, Jerry Cerchia. STAFF PRESENT: Sharmeen Al-Jaff, Senior Planner, and Mary Blazanin, Senior Center Coordinator. GUESTS PRESENT: None. APPROVAL OF AGENDA: Commissioner Camarata moved to approve the Agenda. Commissioner Tipton seconded the motion. All voted in favor and the motion carried. APPROVAL OF MINUTES: Commissioner Tipton moved to approve the minutes dated November 19, 2021. Commissioner Haight seconded the motion. All voted in favor and the motion carried. UPDATE ON NEXT STEPS FROM “ADOPT A SENIOR” TASKFORCE: Commissioner Tipton has attempted to contact CareNextion. The site is easy to navigate and focuses on caregivers. Services are volunteer oriented. The goal is to combine the synergy of our two organizations and offer our strengths to produce a combined greater effect. Commissioner Modi provided a list of all resource categories offered by CareNextion. CareNextion Resource Categories • 24-hour Live-In Home Care • Adult Day Programs • Alert / Response Systems • Bill Paying • Caregiver Coaching Services • Caregiver Support Groups / Education • Caregiver Support Services • Community Centers • Companion Care • Companionship • Computer Help • Congregate Dining • Cultural-Specific Aging Support Services • Disease-Specific Resources • Downsizing & Selling Possessions • Driver Assessment & Training • Elder law Attorneys (Estate Planning) 114 Chanhassen Senior Commission Minutes – November 19, 2021 2 • Financial • Financial Planning & Assistance • Finding Senior Housing Options • Fitness & Mobility • Food • Food Home Delivery • Food Programs • Foot Care • General Transportation • Health Care • Health Care Directives • Health Insurance Counseling • Hearing • Hoarding • Home Care • Home Maintenance • Home Remodeling • Hospice • Hospice Care • Housekeeping • In Home Hair Care • Inside Maintenance • Legal • Legal, Referral & Counseling • Long Distance Caregiving • Low-Income Programs • Medical Equipment & Supplies • Medicare Covered Home Care • Mental Health / Chemical Dependency • Moving • Multicultural Services • Outside Maintenance • Representative Payee Services • Residential Hospice Homes • Respite • Reverse Mortgage • Safety & Home Modification • Senior Housing Help • Social • Tax Preparation • Technology Based Services • Translation Services • Transportation • Veteran's Services 115 Chanhassen Senior Commission Minutes – November 19, 2021 3 • Vision • Volunteer Opportunities • Wheelchair Capable Transportation The Subcommittee will schedule a follow up meeting (Commissioners Lunde, Camarata and Tipton). Mary Blazanin provided the name of Kristal Wielbusch as a contact person at CareNextion (612)770-7005. COMMUNITY PARTNERSHIPS RELATING TO AGING ADULTS TECHNOLOGY: The commission discussed what is pertinent to the aging population and how to reach them. Mary Blazanin reported that 20+% of Senior Center event attendees register online. The rest show up in person or send their information through the mail. They struggle with registration online, navigating codes, etc. Commissioners Modi, Camarata and Lunde will work educational materials. 4TH OF JULY FUNDRAISING CHARITY: The Senior Commission discussed promoting the event, soliciting businesses for donations, streamlining letters that will be sent to businesses. Language such as “Play Bingo-Support our Veterans”. They requested an expanded list of new businesses in Chanhassen. Adding whiteboards at the corners of the tent will help participants with the numbers. Mary Blazanin suggested punch cards to the Rec Center and bonus admission to Senior Center events be added as prizes to the Bingo Event. SENIOR COMMISSION TERMS: There are three commissioners with terms that will expire on April 1, 2022. They are Commissioners Modi, Lyon and Lunde. Commissioner Lyon expressed her appreciation to having been able to serve on the Senior Commission but have chosen not to reapply. The Senior Commission thanked her for her dedication and three years of service and commitment to the commission and community. SENIOR COMMISSION COMMENTS: The commission will participate in the 3rd of July Business Expo. The city website is being updated and development will start this spring. Meetings will be scheduled with commissioners to get feedback. Commissioner Camarata spoke of the different beneficial features on his Apple watch which he acquired after attending the Aging in Place sessions at the Senior Center. ADJOURNMENT: Commissioner Camara moved to adjourn the meeting, Commissioner Modi seconded the motion. All voted in favor and the motion carried. Prepared and submitted by Sharmeen Al-Jaff 116 City Council Item February 28, 2022 Item Receive Environmental Commission Minutes dated January 19, 2022 File No.Item No: E.4 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Environmental Commission Minutes dated January 19, 2022." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 117 January 19, 2022 Environmental Commission Minutes 118 1 Chanhassen Environmental Commission (EC) Regular Meeting 6:00 pm January 19, 2021 Members Present: Kristin Fulkerson, Jeff Harken, Greg Hawks, Markus Fischer, Leslie Elhadi, Scot Lacek, Julia Adams. Members Absent: None Staff Present: Jill Sinclair, Environmental Resources Specialist; Joe Seidl, Water Resources Engineer Guests: Terry Jeffery, Riley Purgatory Bluff Creek Watershed District Interim Director Minutes: December minutes were approved. Guest Presentation: Terry Jeffery, Riley Purgatory Bluff Creek Watershed District (RPBCWD) Interim Director. Terry started by sharing the history of watershed districts and the beginning of RPBCWD. The Metro Watershed Act in 1955 created districts. The Riley Purgatory Wate rshed District formed in 1969 from a petition by Duck Lake property owners. Bluff Creek was added to the district in 1984. A major responsibility of the district is flood protection and mitigation. Also responsible for protecting stream channels and groundwater (making sure there is a groundwater supply). The district also works to protect or enhance water quality. The district cover 7 cities, 50 square miles and has the most surface water features of any metro district. The 1910/1911 survey shows lots of wetlands. Most of these have been drained for agriculture and development. The district has a map of capital improvement projects for the district. All of the projects come from the 10 year plan that the district develops. The district wants to work with groups and entities to promote water quality and implement projects. Current and future projects include: Pioneer Trail wetland restoration– primary purpose was to reduce erosion in the creek due to flashy flows, restoring the wetland increases storage capacity and theoretically reducing water volume in creek; Upper Riley Creek Ecological Enhancement (Fall 2022- 2024) – this project will reconnect floodplains between Hwy 5 and Lake Susan, will require significant tree removal and re-meandering of stream bed. Trees removed will be stuck into the banks as revetment. The Center for Watershed Protection has a publication on how to use trees for water quality and watershed protection. The district would like to improve stormwater features in city projects. It would like a group of people to review barriers to doing stormwater projects that have multiple benefits. The district can also help with MS4 education goals. Terry showed the management plan with the 10 year rated project list. Upper Riley Creek rated high and that’s why the project is being implemented. The commission asked about the quality of Lake Susan. Terry said it was poor. The district has found carp spawning in Lake Susan Park pond and Rice Marsh Lake. The carp population continues to increase in Lake Susan. There’s high phosphorous in the lake. 2021 was the worst year so far. The district will take core samples from the wetlands to measure the nutrients to determine if that is a cause. A Use Attainability Assessment (UAA) has been done for every lake. It determines how much nutrient 119 2 loading is done externally and how much is due to internal sources. The results make a difference as to what kind of projects are needed to improve water quality. The commission asked what the top 3 things the public should know about the district. Terry said: 1.The district exists. Many people don’t know about it. 2. No matter where you live, you’re impacting water quality. It’s easy for non-lakeshore owners to believe they don’t have an effect on the lake. Water quality for lakes is not just the responsibility of lakeshore owners. The commission talked about how to make people aware of the district. A video might be a good idea. Maybe the district could work with Chanhassen high school to have some students create a video. Terry said volunteers are also needed for projects. He will need volunteers to plant the Pioneer wetland. Terry said the district is in need of residents for the Citizen Advisory Council. The watershed board is made up of 5 members. There are currently 4. Terry thanked the commission for the opportunity and Jill said she would share Terry’s contact info with the commission. Water Education 2022: The focus topic for 2022 is Water. Under the topic of Water, the commission divided it into two main subjects: Conservation and Protection. Some commissioners thought the focus should be on protection since there are so many lakes. It was asked if the city uses educational signs. Jill said it does. Perhaps then a simple nice sign with a QR code could be made about the topic. There should be a one month campaign in July to focus on reducing irrigation demand. Irrigation is a big topic and there’s enough education needs to go the whole summer. Examples could be shown like how much water is used during a shower or how much water comes out of a faucet. The commission should promote rain barrels. The watershed district will probably be selling them. The commission could help promote the sale. Kristin asked if there should be an education event this year. In the fall? Seems too quick to organize one for spring. Yes, the commission agreed an event is needed. A youth event too. Maybe trivia night? At the brewery? A contest would interest the youth. Do a contest at the fall event or do a contest over the summer. Track it on the website and show guesses. Do an interactive game over social media like Instagram, tik tok or an interactive website. Promote it at the high school. Use a contest as a promotion for the fall event. Would be an opportunity for water related games – shooting water at a target; scavenger hunt for water resources; guess how water gets into lakes. Terry said Eleanor, the education person at the district, could help create an event. Maybe have a BBQ or picnic or food trucks at a park as an alternative to the brewery location? The commission needs to create blurbs/facts for social media. The sign QR code could go to social media? Need to add event planning to Work Plan. Commission developed annual education campaign: Conservation Protection Indoors Outdoors Outdoors Jan Feb Mar Apr May Jun Jul Aug Sept Oct Nov Dec Water wise Water wise Lakeshor e buffer, lawn care (promote grants!) Sump pumps no mow may Rain barrel, irrigati on Irrigati on, car washin g Irrigati on, car washin g Lawn fertiliza tion Leaves, phosph orous Garbage disposal, medicati on and HHW disposal Salting, snow remova l (Jeff) Jeff Scot Greg Kristin Leslie Scot/Julia Markus/Joe S. Markus Kristin 120 3 Arbor Day poster contest theme: The commission discussed and decided on ‘Trees are Terrific…And Keep Us Cool!’ Jill will send invites to the local schools. City updates:  Avienda will probably be adding more housing development this year.  Moments Senior Living is schedule to be built this year. It’s located on W 78Th St, next to Lake Ann Park.  The Byerly’s retail area is looking to add some stand alone retail buildings on the site.  Commission applications are due at the end of the month. General Discussion:  Greg shared that the watershed district approved the engineering study for Upper Riley Creek project. One of the board members resigned. Meeting adjourned at 8:30 pm Minutes prepared by Jill Sinclair 121 City Council Item February 28, 2022 Item Approve Claims Paid February 28, 2022 File No.Item No: E.5 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Strey SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated February 28, 2022." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION The following claims are submitted for review and approval on February 14, 2022: Check Numbers Amounts 176982 - 177064 $557,233.27 ACH Payments $134,951.60 Total All Claims $692,184.87 122 BUDGET RECOMMENDATION ATTACHMENTS Check Summary Check Summary ACH Check Detail Check Detail ACH 123 Accounts Payable User: Printed: dwashburn 2/18/2022 1:31 PM Checks by Date - Summary by Check Number Check No Check DateVendor NameVendor No Void Checks Check Amount ALPAUR Alphagraphics Aurora #492 02/10/2022 0.00 186.55176982 AndChr Chris Anderson 02/10/2022 0.00 50.00176983 ARAMAR ARAMARK Refreshment Services, LLC 02/10/2022 0.00 188.96176984 BBCar B&B Carpet One 02/10/2022 0.00 2,601.24176985 BCATRA BCA 02/10/2022 0.00 66.50176986 BriLaw Brian's Lawn & Landscaping Inc 02/10/2022 0.00 879.00176987 UB*02460 KEVIN BRUNER 02/10/2022 0.00 5.22176988 CENENE CENTERPOINT ENERGY MINNEGASCO 02/10/2022 0.00 8,429.81176989 CenLin CenturyLink 02/10/2022 0.00 64.00176990 SILRUN Jack Christopher 02/10/2022 0.00 500.00176991 CleSol Cleaning Solutions Services 02/10/2022 0.00 3,777.16176992 CUBFOO CUB FOODS 02/10/2022 0.00 119.04176993 DynInd Dynotec Industries, Inc.02/10/2022 0.00 1,725.00176994 UB*02455 EDGEWATER TITLE GROUP LLC 02/10/2022 0.00 9.99176995 UB*02463 EDINA REALTY TITLE 02/10/2022 0.00 36.62176996 UB*02461 EXECUTIVE TITLE 02/10/2022 0.00 24.73176997 FACMOT FACTORY MOTOR PARTS COMPANY 02/10/2022 0.00 264.00176998 UB*02468 AMBER FEARON 02/10/2022 0.00 26.60176999 ferwat Ferguson Waterworks #2518 02/10/2022 0.00 11,386.24177000 UB*02462 FIRST AMERICAN TITLE 02/10/2022 0.00 41.31177001 UB*02459 MARY ELLEN FISCHER 02/10/2022 0.00 7.43177002 GOGYMN Go Gymnastics 02/10/2022 0.00 1,102.50177003 GRABAR GRAYBAR 02/10/2022 0.00 527.64177004 GREMEA GREEN MEADOWS INC 02/10/2022 0.00 1,320.00177005 HOMEDEP Home Depot USA Inc 02/10/2022 0.00 148.38177006 IndSig Indigo Signs 02/10/2022 0.00 125.00177007 INFSEN InfoSense Inc 02/10/2022 0.00 995.00177008 Loc49 IUOE Local #49 02/10/2022 0.00 630.00177009 UB*02466 CASEY & SALLY JACKSON 02/10/2022 0.00 65.30177010 kalChr Chris Kalogerson 02/10/2022 0.00 200.00177011 LANEQ1 Lano Equipment 02/10/2022 0.00 18.76177012 UB*02457 PATRICIA LOGE 02/10/2022 0.00 30.90177013 MetHol Metronet Holdings, LLC 02/10/2022 0.00 55.41177014 MilSus Susan Milbridge 02/10/2022 0.00 24.30177015 UB*02465 MINNETONKA TITLE 02/10/2022 0.00 19.14177016 MitcMar Marilyn Mitchell 02/10/2022 0.00 78.00177017 NCPERS MN NCPERS LIFE INSURANCE 02/10/2022 0.00 112.00177018 MunH2O Municipal H2O 02/10/2022 0.00 4,200.00177019 NahaShel Shelly Nahan 02/10/2022 0.00 628.00177020 UB*02464 ALEC NORD 02/10/2022 0.00 9.51177021 NOVSOL NOVEL SOLAR THREE, LLC 02/10/2022 0.00 3,957.11177022 PecJim Jim Peck 02/10/2022 0.00 78.00177023 PILDRY PILGRIM DRY CLEANERS 02/10/2022 0.00 451.91177024 PulEle Pulse Electric 02/10/2022 0.00 545.00177025 REARES REACH FOR RESOURCES 02/10/2022 0.00 9,876.92177026 UB*02454 REALTECH TITLE LLC 02/10/2022 0.00 74.88177027 UB*02453 RESULTS TITLE 02/10/2022 0.00 5.21177028 Page 1AP Checks by Date - Summary by Check Number (2/18/2022 1:31 PM) 124 Check No Check DateVendor NameVendor No Void Checks Check Amount UB*02456 RESULTS TITLE 02/10/2022 0.00 204.31177029 SagCur Curtis Sagstetter 02/10/2022 0.00 224.94177030 schcom Schwickert Company 02/10/2022 0.00 367.00177031 SHEWIL SHERWIN WILLIAMS 02/10/2022 0.00 225.99177032 SOUSUB Southwest Suburban Publishing 02/10/2022 0.00 2,478.15177033 UB*02458 DECHANG SUN 02/10/2022 0.00 37.24177034 TayEle Taylor Electric Company, LLC 02/10/2022 0.00 13,870.00177035 TheHart The Hartford 02/10/2022 0.00 1,497.00177036 TimSav TimeSaver Off Site Secretarial, Inc 02/10/2022 0.00 689.00177037 VALRIC VALLEY-RICH CO INC 02/10/2022 0.00 7,632.04177038 VolaLynd Lynda Volavka 02/10/2022 0.00 180.00177039 WastMana Waste Management of Minnesota, Inc 02/10/2022 0.00 1,272.07177040 SRWEID SR WEIDEMA INC 02/10/2022 0.00 4,000.00177041 UB*02467 COREY & RUTH WEIKLE 02/10/2022 0.00 16.24177042 XEI XEI Xtreme Events, Inc 02/10/2022 0.00 4,990.00177043 YounPaul Paul Young 02/10/2022 0.00 250.00177044 BCATRA BCA 02/17/2022 0.00 15.00177045 CARLIC CARVER COUNTY LICENSE CENTER 02/17/2022 0.00 19.25177046 CENENE CENTERPOINT ENERGY MINNEGASCO 02/17/2022 0.00 8,665.91177047 CITEDE CITY OF EDEN PRAIRIE 02/17/2022 0.00 2,000.00177048 ComMin Compass Minerals America, Inc 02/17/2022 0.00 7,709.45177049 ferwat Ferguson Waterworks #2518 02/17/2022 0.00 125,552.00177050 GRABAR GRAYBAR 02/17/2022 0.00 917.47177051 HeaPar HealthPartners, Inc.02/17/2022 0.00 75,542.72177052 IndPla Indelco Plastics Corporation 02/17/2022 0.00 507.51177053 LANEQ1 Lano Equipment 02/17/2022 0.00 623.31177054 LEAMIN LEAGUE OF MINNESOTA CITIES 02/17/2022 0.00 1,000.00177055 METCO2 METROPOLITAN COUNCIL 02/17/2022 0.00 217,038.58177056 MINRUR MINNESOTA RURAL WATER ASSN 02/17/2022 0.00 250.00177057 PinPes Pinnacle Pest Control 02/17/2022 0.00 390.00177058 SHATRE Shadywood Tree Experts and Landscaping 02/17/2022 0.00 20,227.50177059 SnoKre Snow Kreilich Architects 02/17/2022 0.00 1,486.00177060 Southwes Southwest Metro Chamber of Commerce 02/17/2022 0.00 400.00177061 VIKELE VIKING ELECTRIC SUPPLY 02/17/2022 0.00 386.32177062 WooPro Woodhaven Properties 02/17/2022 0.00 750.00177063 WrigMonr Monroe Wright III 02/17/2022 0.00 150.00177064 Report Total (83 checks): 557,233.27 0.00 Page 2AP Checks by Date - Summary by Check Number (2/18/2022 1:31 PM) 125 Accounts Payable Checks by Date - Summary by Check User: dwashburn Printed: 2/18/2022 1:31 PM Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH z-AcoSol Acoustical Solutions 12/16/2021 0.00 554.27 ACH z-aircom Air Compressors Plus 12/16/2021 0.00 61.50 ACH z-AmAsso American Association of Notaries 12/16/2021 0.00 14.99 ACH z-amazon Amazon 12/16/2021 0.00 1,831.44 ACH z-apple Apple.com 12/16/2021 0.00 1.98 ACH z-araarb Aramark Arboretum 12/16/2021 0.00 1,069.13 ACH z-artlis Artlist 12/16/2021 0.00 84.93 ACH z-batplu Batteries Plus 12/16/2021 0.00 37.93 ACH z-carcty Carver County 12/16/2021 0.00 20.00 ACH z-coumar Courtyard by Marriott 12/16/2021 0.00 317.88 ACH z-cubfoo Cub Foods 12/16/2021 0.00 154.55 ACH z-decc Duluth Entertainment Convention Center 12/16/2021 0.00 10.00 ACH z-domino Domino's Pizza 12/16/2021 0.00 175.20 ACH z-elemot Electric Motor Repair 12/16/2021 0.00 65.00 ACH z-gerten Gertens 12/16/2021 0.00 2,128.85 ACH z-grain Grainger 12/16/2021 0.00 467.12 ACH z-halcom Hallock Company 12/16/2021 0.00 398.28 ACH z-homdep Home Depot 12/16/2021 0.00 1,382.70 ACH z-InnLak Inn on Lake Superior 12/16/2021 0.00 1,046.45 ACH z-intcod International Code Council 12/16/2021 0.00 95.00 ACH z-jamsof Jamf Software, LLC 12/16/2021 0.00 82.00 ACH z-jobwea Jobwear Solutions, Inc 12/16/2021 0.00 57.95 ACH z-leamin League of Minnesota Cities 12/16/2021 0.00 15.00 ACH z-leeann LEEANN CHIN 12/16/2021 0.00 229.79 ACH z-lifsup Life Support Innovations LLC 12/16/2021 0.00 277.10 ACH z-litang Little Angies Cantina 12/16/2021 0.00 19.31 ACH z-logme LogMeIn Inc 12/16/2021 0.00 375.80 ACH z-lunbye Lunds & Byerly's 12/16/2021 0.00 141.26 ACH z-mcgair McGuire Air Compressors, Inc 12/16/2021 0.00 97.41 ACH z-menard Menards 12/16/2021 0.00 684.04 ACH z-minsta Minnesota State Fire Chiefs Association 12/16/2021 0.00 40.00 ACH z-mnawwa MN American Water Works Association 12/16/2021 0.00 (50.00) ACH z-mnbfte MN Board of Firefighter Training & Education 12/16/2021 0.00 50.00 ACH z-mnlabo MN Dept of Labor and Industry 12/16/2021 0.00 50.00 ACH z-nortoo Northern Tool+Equipment 12/16/2021 0.00 61.60 ACH z-offmax Office Max/Office Depot 12/16/2021 0.00 32.20 ACH z-parcit Party City 12/16/2021 0.00 90.69 ACH z-pcwor PC World Magazine 12/16/2021 0.00 19.97 ACH z-rebink Rebel Ink 12/16/2021 0.00 825.00 ACH z-Remark Remarkable Oslo 12/16/2021 0.00 557.62 ACH z-samclu Sam's Club 12/16/2021 0.00 596.80 ACH z-strat Stratoguard, LLC 12/16/2021 0.00 185.60 ACH z-target Target 12/16/2021 0.00 761.19 ACH z-tjoff TJ Office Furniture 12/16/2021 0.00 429.50 ACH z-uofm U of M Contlearning 12/16/2021 0.00 395.00 ACH z-uofmAr U of M - Event Arboretum 12/16/2021 0.00 800.00 ACH z-USABlu USABlueBook 12/16/2021 0.00 679.56 ACH z-UVACTS UVA CTS 12/16/2021 0.00 25.00 ACH z-walmar Wal-Mart 12/16/2021 0.00 11.12 ACH z-zoom Zoom 12/16/2021 0.00 85.90 Page 1 of 2 126 Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH ALEAIR ALEX AIR APPARATUS INC 02/10/2022 0.00 940.86 ACH carcou Carver County 02/10/2022 0.00 250.00 ACH CCPNIM CCP NI MASTER TENANT 4 LLC 02/10/2022 0.00 1,327.64 ACH COMINT COMPUTER INTEGRATION TECHN. 02/10/2022 0.00 3,000.00 ACH DiaSno Diamond Snow & Ice Control 02/10/2022 0.00 1,520.00 ACH engwat Engel Water Testing Inc 02/10/2022 0.00 625.00 ACH GOPSTA GOPHER STATE ONE-CALL INC 02/10/2022 0.00 152.55 ACH InnOff Innovative Office Solutions LLC 02/10/2022 0.00 219.32 ACH AlHiJuli Juli Al-Hilwani 02/10/2022 0.00 146.25 ACH KATFUE KATH FUEL OIL SERVICE 02/10/2022 0.00 19,894.28 ACH MACEQU MACQUEEN EQUIPMENT 02/10/2022 0.00 20,469.11 ACH Marco Marco Inc 02/10/2022 0.00 1,390.00 ACH MERACE MERLINS ACE HARDWARE 02/10/2022 0.00 697.67 ACH MVEC MN VALLEY ELECTRIC COOP 02/10/2022 0.00 7,188.18 ACH PotMN Potentia MN Solar 02/10/2022 0.00 2,780.19 ACH PREMRM PRECISE MRM LLC 02/10/2022 0.00 325.00 ACH PreWat Premium Waters, Inc 02/10/2022 0.00 4.00 ACH ProTec Pro-Tec Design, Inc. 02/10/2022 0.00 622.50 ACH SUBCHE SUBURBAN CHEVROLET 02/10/2022 0.00 349.52 ACH SunLif Sun Life Financial 02/10/2022 0.00 1,824.08 ACH USABLU USA BLUE BOOK 02/10/2022 0.00 335.12 ACH WMMUE WM MUELLER & SONS INC 02/10/2022 0.00 397.44 ACH XCEL XCEL ENERGY INC 02/10/2022 0.00 9,568.50 ACH AdvEng Advanced Engineering & Environmental Services, LLC 02/17/2022 VOID 1,743.00 0.00 ACH apadan Apadana LLC 02/17/2022 0.00 5,413.48 ACH COMINT COMPUTER INTEGRATION TECHN. 02/17/2022 0.00 301.60 ACH DelDen Delta Dental 02/17/2022 0.00 6,225.35 ACH HANTHO HANSEN THORP PELLINEN OLSON 02/17/2022 0.00 6,774.75 ACH HAWCHE HAWKINS CHEMICAL 02/17/2022 0.00 5,926.39 ACH AlHiJuli Juli Al-Hilwani 02/17/2022 0.00 75.00 ACH MausKerr Kerry Maus 02/17/2022 0.00 573.00 ACH METCO Metropolitan Council, Env Svcs 02/17/2022 0.00 9,840.60 ACH MinEqu Minnesota Equipment 02/17/2022 0.00 89.69 ACH MNLABO MN DEPT OF LABOR AND INDUSTRY 02/17/2022 0.00 2,052.51 ACH MVEC MN VALLEY ELECTRIC COOP 02/17/2022 0.00 300.71 ACH NusEqu Nuss Truck & Equipment 02/17/2022 0.00 250.02 ACH SpeScr Spectrum Screen Printing Inc 02/17/2022 0.00 234.27 ACH StanTruc Standard Spring-Truck Suspension Parts 02/17/2022 0.00 29.36 ACH MINCON SUMMIT COMPANIES 02/17/2022 0.00 693.00 ACH UltEve Ultimate Events, Inc 02/17/2022 0.00 1,277.75 ACH UniAth Universal Athletic Services, Inc. 02/17/2022 0.00 1,100.00 ACH WarLit Warning Lites of Minnesota, Inc. 02/17/2022 0.00 346.00 ACH XCEL XCEL ENERGY INC 02/17/2022 0.00 1,877.30 Report Total:1,743.00 134,951.60 Page 2 of 2 127 AP Check Detail-Checks User: dwashburn Printed: 2/18/2022 1:47:43 PM Last Name Check Date Acct 1 Description Amount Alphagraphics Aurora #492 2/10/2022 701-0000-4340 Leave Request 62.18 Alphagraphics Aurora #492 2/10/2022 700-0000-4340 Leave Request 62.18 Alphagraphics Aurora #492 2/10/2022 101-1320-4340 Leave Request 62.19 2/10/2022 186.55 Alphagraphics Aurora #492 186.55 Anderson Chris 2/10/2022 700-7204-4901 Waterwise Rebate 50.00 2/10/2022 50.00 Anderson Chris 50.00 ARAMARK Refreshment Services, LLC 2/10/2022 101-1170-4110 Office Supplies 132.46 ARAMARK Refreshment Services, LLC 2/10/2022 101-1170-4110 Office Supplies 56.50 2/10/2022 188.96 ARAMARK Refreshment Services, LLC 188.96 B&B Carpet One 2/10/2022 400-4130-4706 Carpet 2,601.24 2/10/2022 2,601.24 B&B Carpet One 2,601.24 BCA 2/10/2022 101-1220-4300 Criminal Background Investigation 66.50 AP - Check Detail-Checks (2/18/2022)Page 1 of 17 128 Last Name Check Date Acct 1 Description Amount 2/10/2022 66.50 BCA 2/17/2022 101-1120-4300 Criminal Background Investigation 15.00 2/17/2022 15.00 BCA 81.50 Brian's Lawn & Landscaping Inc 2/10/2022 420-0000-4150 Materials 879.00 2/10/2022 879.00 Brian's Lawn & Landscaping Inc 879.00 BRUNER KEVIN 2/10/2022 701-0000-2020 Refund Check 102132-000, 7510 FRONTIER TRAIL 2.25 BRUNER KEVIN 2/10/2022 700-0000-2020 Refund Check 102132-000, 7510 FRONTIER TRAIL 1.40 BRUNER KEVIN 2/10/2022 700-0000-2020 Refund Check 102132-000, 7510 FRONTIER TRAIL 0.20 BRUNER KEVIN 2/10/2022 720-0000-2020 Refund Check 102132-000, 7510 FRONTIER TRAIL 1.37 2/10/2022 5.22 BRUNER KEVIN 5.22 CARVER COUNTY LICENSE CENTER 2/17/2022 101-1320-4440 Registration 19.25 2/17/2022 19.25 CARVER COUNTY LICENSE CENTER 19.25 CENTERPOINT ENERGY MINNEGASCO 2/10/2022 700-7019-4320 Monthly Service 716.34 CENTERPOINT ENERGY MINNEGASCO 2/10/2022 700-7043-4320 Monthly Service 1,790.63 CENTERPOINT ENERGY MINNEGASCO 2/10/2022 700-0000-4320 Monthly Service 96.84 CENTERPOINT ENERGY MINNEGASCO 2/10/2022 605-6502-4300 Monthly Service 139.28 CENTERPOINT ENERGY MINNEGASCO 2/10/2022 101-1550-4320 Monthly Service 612.06 CENTERPOINT ENERGY MINNEGASCO 2/10/2022 101-1170-4320 Monthly Service 1,876.05 CENTERPOINT ENERGY MINNEGASCO 2/10/2022 101-1190-4320 Monthly Service 3,198.61 AP - Check Detail-Checks (2/18/2022)Page 2 of 17 129 Last Name Check Date Acct 1 Description Amount 2/10/2022 8,429.81 CENTERPOINT ENERGY MINNEGASCO 2/17/2022 101-1370-4320 Acct - 8428130-2 3,944.92 CENTERPOINT ENERGY MINNEGASCO 2/17/2022 101-1530-4320 Acct - 8000015717-4 563.79 CENTERPOINT ENERGY MINNEGASCO 2/17/2022 700-0000-4320 Acct - 8428130-2 493.12 CENTERPOINT ENERGY MINNEGASCO 2/17/2022 101-1220-4320 Acct - 8000015717-4 2,825.06 CENTERPOINT ENERGY MINNEGASCO 2/17/2022 701-0000-4320 Acct - 7252436-6 23.58 CENTERPOINT ENERGY MINNEGASCO 2/17/2022 101-1600-4320 Acct - 10158852-3 168.41 CENTERPOINT ENERGY MINNEGASCO 2/17/2022 101-1171-4320 Acct - 8000015717-4 153.92 CENTERPOINT ENERGY MINNEGASCO 2/17/2022 701-0000-4320 Acct - 8428130-2 493.11 2/17/2022 8,665.91 CENTERPOINT ENERGY MINNEGASCO 17,095.72 CenturyLink 2/10/2022 701-0000-4310 Monthly Service 32.00 CenturyLink 2/10/2022 700-0000-4310 Monthly Service 32.00 2/10/2022 64.00 CenturyLink 64.00 Christopher Jack 2/10/2022 101-1611-4300 FebFest Dogsled Ride 500.00 2/10/2022 500.00 Christopher Jack 500.00 CITY OF EDEN PRAIRIE 2/17/2022 101-1120-4360 2022 WAFTA Dues 2,000.00 2/17/2022 2,000.00 CITY OF EDEN PRAIRIE 2,000.00 Cleaning Solutions Services 2/10/2022 101-1190-4350 Chanhassen Library - Cleaning 1,707.16 Cleaning Solutions Services 2/10/2022 101-1170-4350 Chanhassen City Hall - Cleaning 1,650.00 Cleaning Solutions Services 2/10/2022 701-0000-4350 Chanhassen Public Works - Cleaning 30.00 Cleaning Solutions Services 2/10/2022 700-0000-4350 Chanhassen Public Works - Cleaning 30.00 AP - Check Detail-Checks (2/18/2022)Page 3 of 17 130 Last Name Check Date Acct 1 Description Amount Cleaning Solutions Services 2/10/2022 101-1370-4350 Chanhassen Public Works - Cleaning 240.00 Cleaning Solutions Services 2/10/2022 101-1220-4350 Chanhassen Fire station - Cleaning 120.00 2/10/2022 3,777.16 Cleaning Solutions Services 3,777.16 Compass Minerals America, Inc 2/17/2022 101-1320-4150 Materials 7,709.45 2/17/2022 7,709.45 Compass Minerals America, Inc 7,709.45 CUB FOODS 2/10/2022 101-1220-4290 Supplies 75.30 CUB FOODS 2/10/2022 101-1220-4350 Cleaning Supplies 43.74 2/10/2022 119.04 CUB FOODS 119.04 Dynotec Industries, Inc.2/10/2022 101-1550-4140 Supplies 1,725.00 2/10/2022 1,725.00 Dynotec Industries, Inc. 1,725.00 EDGEWATER TITLE GROUP LLC 2/10/2022 720-0000-2020 Refund Check 020726-000, 6341 MINNEWASHTA WDS D 5.63 EDGEWATER TITLE GROUP LLC 2/10/2022 701-0000-2020 Refund Check 020726-000, 6341 MINNEWASHTA WDS D 3.42 EDGEWATER TITLE GROUP LLC 2/10/2022 700-0000-2020 Refund Check 020726-000, 6341 MINNEWASHTA WDS D 0.80 EDGEWATER TITLE GROUP LLC 2/10/2022 700-0000-2020 Refund Check 020726-000, 6341 MINNEWASHTA WDS D 0.14 2/10/2022 9.99 EDGEWATER TITLE GROUP LLC 9.99 EDINA REALTY TITLE 2/10/2022 700-0000-2020 Refund Check 101175-001, 745 PLEASANT VIEW RD 0.90 EDINA REALTY TITLE 2/10/2022 720-0000-2020 Refund Check 101175-001, 745 PLEASANT VIEW RD 35.72 AP - Check Detail-Checks (2/18/2022)Page 4 of 17 131 Last Name Check Date Acct 1 Description Amount 2/10/2022 36.62 EDINA REALTY TITLE 36.62 EXECUTIVE TITLE 2/10/2022 720-0000-2020 Refund Check 095707-000, 7331 HAZELTINE BLVD 7.27 EXECUTIVE TITLE 2/10/2022 700-0000-2020 Refund Check 095707-000, 7331 HAZELTINE BLVD 10.30 EXECUTIVE TITLE 2/10/2022 700-0000-2020 Refund Check 095707-000, 7331 HAZELTINE BLVD 1.04 EXECUTIVE TITLE 2/10/2022 701-0000-2020 Refund Check 095707-000, 7331 HAZELTINE BLVD 6.12 2/10/2022 24.73 EXECUTIVE TITLE 24.73 FACTORY MOTOR PARTS COMPANY 2/10/2022 101-1370-4170 Fuel 264.00 2/10/2022 264.00 FACTORY MOTOR PARTS COMPANY 264.00 FEARON AMBER 2/10/2022 701-0000-2020 Refund Check 099283-000, 6500 WELSLEY COURT 16.79 FEARON AMBER 2/10/2022 720-0000-2020 Refund Check 099283-000, 6500 WELSLEY COURT 3.76 FEARON AMBER 2/10/2022 700-0000-2020 Refund Check 099283-000, 6500 WELSLEY COURT 5.52 FEARON AMBER 2/10/2022 700-0000-2020 Refund Check 099283-000, 6500 WELSLEY COURT 0.53 2/10/2022 26.60 FEARON AMBER 26.60 Ferguson Waterworks #2518 2/10/2022 700-0000-4250 Supplies 11,250.00 Ferguson Waterworks #2518 2/10/2022 701-0000-4551 Supplies 136.24 2/10/2022 11,386.24 Ferguson Waterworks #2518 2/17/2022 700-0000-4250 Meters 125,552.00 2/17/2022 125,552.00 AP - Check Detail-Checks (2/18/2022)Page 5 of 17 132 Last Name Check Date Acct 1 Description Amount Ferguson Waterworks #2518 136,938.24 FIRST AMERICAN TITLE 2/10/2022 701-0000-2020 Refund Check 006053-000, 8450 MISSION HILLS CIRCLE 15.16 FIRST AMERICAN TITLE 2/10/2022 720-0000-2020 Refund Check 006053-000, 8450 MISSION HILLS CIRCLE 10.86 FIRST AMERICAN TITLE 2/10/2022 700-0000-2020 Refund Check 006053-000, 8450 MISSION HILLS CIRCLE 1.55 FIRST AMERICAN TITLE 2/10/2022 700-0000-2020 Refund Check 006053-000, 8450 MISSION HILLS CIRCLE 13.74 2/10/2022 41.31 FIRST AMERICAN TITLE 41.31 FISCHER MARY ELLEN 2/10/2022 701-0000-2020 Refund Check 006214-000, 8042 ERIE AVENUE 1.98 FISCHER MARY ELLEN 2/10/2022 700-0000-2020 Refund Check 006214-000, 8042 ERIE AVENUE 1.16 FISCHER MARY ELLEN 2/10/2022 700-0000-2020 Refund Check 006214-000, 8042 ERIE AVENUE 0.53 FISCHER MARY ELLEN 2/10/2022 720-0000-2020 Refund Check 006214-000, 8042 ERIE AVENUE 3.76 2/10/2022 7.43 FISCHER MARY ELLEN 7.43 Go Gymnastics 2/10/2022 101-1537-4300 Classes 682.50 Go Gymnastics 2/10/2022 101-1538-4300 Classes 420.00 2/10/2022 1,102.50 Go Gymnastics 1,102.50 GRAYBAR 2/10/2022 101-1350-4120 Supplies 527.64 2/10/2022 527.64 GRAYBAR 2/17/2022 101-1350-4120 Supplies 917.47 2/17/2022 917.47 GRAYBAR 1,445.11 GREEN MEADOWS INC 2/10/2022 101-1550-1193 Snow Plowing 1,320.00 AP - Check Detail-Checks (2/18/2022)Page 6 of 17 133 Last Name Check Date Acct 1 Description Amount 2/10/2022 1,320.00 GREEN MEADOWS INC 1,320.00 HealthPartners, Inc.2/17/2022 700-0000-2012 March Insurance 2,415.04 HealthPartners, Inc.2/17/2022 700-0000-2012 March Insurance 2,586.73 HealthPartners, Inc.2/17/2022 101-0000-2012 March Insurance 1,380.02 HealthPartners, Inc.2/17/2022 101-0000-2012 March Insurance 36,214.29 HealthPartners, Inc.2/17/2022 701-0000-2012 March Insurance 2,586.74 HealthPartners, Inc.2/17/2022 210-0000-2012 March Insurance 690.01 HealthPartners, Inc.2/17/2022 720-0000-2012 March Insurance 1,724.49 HealthPartners, Inc.2/17/2022 720-0000-2012 March Insurance 1,380.02 HealthPartners, Inc.2/17/2022 101-0000-2012 March Insurance 25,530.37 HealthPartners, Inc.2/17/2022 701-0000-2012 March Insurance 1,035.01 2/17/2022 75,542.72 HealthPartners, Inc. 75,542.72 Home Depot USA Inc 2/10/2022 101-1250-3301 Permit Refund - 6521 Fox Path - Permit P2021-04537 148.38 2/10/2022 148.38 Home Depot USA Inc 148.38 Indelco Plastics Corporation 2/17/2022 700-7019-4120 Supplies 507.51 2/17/2022 507.51 Indelco Plastics Corporation 507.51 Indigo Signs 2/10/2022 101-1550-4130 FebFest Patches 125.00 2/10/2022 125.00 Indigo Signs 125.00 AP - Check Detail-Checks (2/18/2022)Page 7 of 17 134 Last Name Check Date Acct 1 Description Amount InfoSense Inc 2/10/2022 701-0000-4360 License 995.00 2/10/2022 995.00 InfoSense Inc 995.00 IUOE Local #49 2/10/2022 701-0000-2004 PR Batch 00410.02.2022 Local 49 dues 33.00 IUOE Local #49 2/10/2022 700-0000-2004 PR Batch 00410.02.2022 Local 49 dues 134.79 IUOE Local #49 2/10/2022 101-0000-2004 PR Batch 00410.02.2022 Local 49 dues 462.21 2/10/2022 630.00 IUOE Local #49 630.00 JACKSON CASEY & SALLY 2/10/2022 701-0000-2020 Refund Check 021014-000, 541 SHADOWMERE 32.50 JACKSON CASEY & SALLY 2/10/2022 700-0000-2020 Refund Check 021014-000, 541 SHADOWMERE 17.69 JACKSON CASEY & SALLY 2/10/2022 720-0000-2020 Refund Check 021014-000, 541 SHADOWMERE 13.22 JACKSON CASEY & SALLY 2/10/2022 700-0000-2020 Refund Check 021014-000, 541 SHADOWMERE 1.89 2/10/2022 65.30 JACKSON CASEY & SALLY 65.30 Kalogerson Chris 2/10/2022 101-1560-4300 Live Music - Chan Senior Center 200.00 2/10/2022 200.00 Kalogerson Chris 200.00 Lano Equipment 2/10/2022 101-1550-4120 Supplies 18.76 2/10/2022 18.76 Lano Equipment 2/17/2022 101-1550-4120 Supplies 623.31 2/17/2022 623.31 AP - Check Detail-Checks (2/18/2022)Page 8 of 17 135 Last Name Check Date Acct 1 Description Amount Lano Equipment 642.07 LEAGUE OF MINNESOTA CITIES 2/17/2022 720-0000-4360 Stormwater Coalition Contributions 1,000.00 2/17/2022 1,000.00 LEAGUE OF MINNESOTA CITIES 1,000.00 LOGE PATRICIA 2/10/2022 700-0000-2020 Refund Check 010690-000, 930 PONTIAC LANE 1.14 LOGE PATRICIA 2/10/2022 720-0000-2020 Refund Check 010690-000, 930 PONTIAC LANE 8.02 LOGE PATRICIA 2/10/2022 701-0000-2020 Refund Check 010690-000, 930 PONTIAC LANE 16.70 LOGE PATRICIA 2/10/2022 700-0000-2020 Refund Check 010690-000, 930 PONTIAC LANE 5.04 2/10/2022 30.90 LOGE PATRICIA 30.90 Metronet Holdings, LLC 2/10/2022 700-7043-4310 Monthly Service 55.41 2/10/2022 55.41 Metronet Holdings, LLC 55.41 METROPOLITAN COUNCIL 2/17/2022 701-0000-4509 Waste Water 217,038.58 2/17/2022 217,038.58 METROPOLITAN COUNCIL 217,038.58 Milbridge Susan 2/10/2022 101-1560-3637 Class Cancelled 24.30 2/10/2022 24.30 Milbridge Susan 24.30 MINNESOTA RURAL WATER ASSN 2/17/2022 700-0000-4370 Training - Brett Martinson 250.00 AP - Check Detail-Checks (2/18/2022)Page 9 of 17 136 Last Name Check Date Acct 1 Description Amount 2/17/2022 250.00 MINNESOTA RURAL WATER ASSN 250.00 MINNETONKA TITLE 2/10/2022 700-0000-2020 Refund Check 098420-000, 3530 MAPLEWOOD CIRCLE 5.81 MINNETONKA TITLE 2/10/2022 700-0000-2020 Refund Check 098420-000, 3530 MAPLEWOOD CIRCLE 0.37 MINNETONKA TITLE 2/10/2022 720-0000-2020 Refund Check 098420-000, 3530 MAPLEWOOD CIRCLE 2.57 MINNETONKA TITLE 2/10/2022 701-0000-2020 Refund Check 098420-000, 3530 MAPLEWOOD CIRCLE 10.39 2/10/2022 19.14 MINNETONKA TITLE 19.14 Mitchell Marilyn 2/10/2022 101-1560-3637 Event Cancelled 78.00 2/10/2022 78.00 Mitchell Marilyn 78.00 MN NCPERS LIFE INSURANCE 2/10/2022 101-0000-2037 PR Batch 00410.02.2022 NCPERS-Life Insurance 96.00 MN NCPERS LIFE INSURANCE 2/10/2022 700-0000-2037 PR Batch 00410.02.2022 NCPERS-Life Insurance 8.00 MN NCPERS LIFE INSURANCE 2/10/2022 701-0000-2037 PR Batch 00410.02.2022 NCPERS-Life Insurance 8.00 2/10/2022 112.00 MN NCPERS LIFE INSURANCE 112.00 Municipal H2O 2/10/2022 700-0000-4300 EPA RMP Compliance Fee 4,200.00 2/10/2022 4,200.00 Municipal H2O 4,200.00 Nahan Shelly 2/10/2022 101-1538-4300 Training - Babysitting & SafeKids 628.00 2/10/2022 628.00 AP - Check Detail-Checks (2/18/2022)Page 10 of 17 137 Last Name Check Date Acct 1 Description Amount Nahan Shelly 628.00 NORD ALEC 2/10/2022 700-0000-2020 Refund Check 021095-000, 204 WEST 77TH STREET 0.70 NORD ALEC 2/10/2022 700-0000-2020 Refund Check 021095-000, 204 WEST 77TH STREET 3.59 NORD ALEC 2/10/2022 720-0000-2020 Refund Check 021095-000, 204 WEST 77TH STREET 4.91 NORD ALEC 2/10/2022 701-0000-2020 Refund Check 021095-000, 204 WEST 77TH STREET 0.31 2/10/2022 9.51 NORD ALEC 9.51 NOVEL SOLAR THREE, LLC 2/10/2022 101-1350-4320 Utilities 63.21 NOVEL SOLAR THREE, LLC 2/10/2022 701-0000-4320 Utilities 1,312.06 NOVEL SOLAR THREE, LLC 2/10/2022 700-0000-4320 Utilities 2,581.84 2/10/2022 3,957.11 NOVEL SOLAR THREE, LLC 3,957.11 Peck Jim 2/10/2022 101-1560-3637 Class Cancelled 78.00 2/10/2022 78.00 Peck Jim 78.00 PILGRIM DRY CLEANERS 2/10/2022 101-1220-4300 Laundry Service 451.91 2/10/2022 451.91 PILGRIM DRY CLEANERS 451.91 Pinnacle Pest Control 2/17/2022 101-1550-4300 Lake Ann 80.00 Pinnacle Pest Control 2/17/2022 101-1550-4300 Lake Ann 80.00 Pinnacle Pest Control 2/17/2022 101-1530-4300 Lake Ann 80.00 Pinnacle Pest Control 2/17/2022 101-1170-4300 Lake Ann 150.00 2/17/2022 390.00 AP - Check Detail-Checks (2/18/2022)Page 11 of 17 138 Last Name Check Date Acct 1 Description Amount Pinnacle Pest Control 390.00 Pulse Electric 2/10/2022 101-1190-4510 Service Work 545.00 2/10/2022 545.00 Pulse Electric 545.00 REACH FOR RESOURCES 2/10/2022 101-1600-4300 2022 Prepay Contracts Recreation Dept 9,876.92 2/10/2022 9,876.92 REACH FOR RESOURCES 9,876.92 REALTECH TITLE LLC 2/10/2022 700-0000-2020 Refund Check 097506-000, 950 SADDLEBROOK TRAIL 74.88 2/10/2022 74.88 REALTECH TITLE LLC 74.88 RESULTS TITLE 2/10/2022 700-0000-2020 Refund Check 100947-000, 7410 MINNEWASHTA PKWY 162.44 RESULTS TITLE 2/10/2022 700-0000-2020 Refund Check 100947-000, 7410 MINNEWASHTA PKWY 1.83 RESULTS TITLE 2/10/2022 720-0000-2020 Refund Check 100947-000, 7410 MINNEWASHTA PKWY 12.85 RESULTS TITLE 2/10/2022 701-0000-2020 Refund Check 100947-000, 7410 MINNEWASHTA PKWY 27.19 RESULTS TITLE 2/10/2022 720-0000-2020 Refund Check 097045-000, 7603 HURON 1.15 RESULTS TITLE 2/10/2022 700-0000-2020 Refund Check 097045-000, 7603 HURON 1.37 RESULTS TITLE 2/10/2022 700-0000-2020 Refund Check 097045-000, 7603 HURON 0.16 RESULTS TITLE 2/10/2022 701-0000-2020 Refund Check 097045-000, 7603 HURON 2.53 2/10/2022 209.52 RESULTS TITLE 209.52 Sagstetter Curtis 2/10/2022 101-1320-4240 Safety Gear 224.94 2/10/2022 224.94 AP - Check Detail-Checks (2/18/2022)Page 12 of 17 139 Last Name Check Date Acct 1 Description Amount Sagstetter Curtis 224.94 Schwickert Company 2/10/2022 101-1170-4510 Supplies 367.00 2/10/2022 367.00 Schwickert Company 367.00 Shadywood Tree Experts and Landscaping 2/17/2022 720-7202-4300 Street Tree Pruning 20,227.50 2/17/2022 20,227.50 Shadywood Tree Experts and Landscaping 20,227.50 SHERWIN WILLIAMS 2/10/2022 700-0000-4150 Materials 225.99 2/10/2022 225.99 SHERWIN WILLIAMS 225.99 Snow Kreilich Architects 2/17/2022 300-0000-4300 Chan Facilities Study 1,486.00 2/17/2022 1,486.00 Snow Kreilich Architects 1,486.00 Southwest Metro Chamber of Commerce 2/17/2022 101-1430-4375 Business Expo Booth 200.00 Southwest Metro Chamber of Commerce 2/17/2022 720-7201-4130 Business Expo Booth 200.00 2/17/2022 400.00 Southwest Metro Chamber of Commerce 400.00 Southwest Suburban Publishing 2/10/2022 101-1110-4340 Notification 610.05 Southwest Suburban Publishing 2/10/2022 101-1220-4375 Notification 398.00 Southwest Suburban Publishing 2/10/2022 101-1611-4340 Notification 375.00 Southwest Suburban Publishing 2/10/2022 101-1110-4340 Notification 25.73 AP - Check Detail-Checks (2/18/2022)Page 13 of 17 140 Last Name Check Date Acct 1 Description Amount Southwest Suburban Publishing 2/10/2022 101-1110-4340 Notification 55.13 Southwest Suburban Publishing 2/10/2022 101-1110-4340 Notification 169.06 Southwest Suburban Publishing 2/10/2022 101-1611-4340 Notification 750.00 Southwest Suburban Publishing 2/10/2022 101-1220-4375 Notification 95.18 2/10/2022 2,478.15 Southwest Suburban Publishing 2,478.15 SUN DECHANG 2/10/2022 700-0000-2020 Refund Check 095488-008, 7697 NICHOLAS WAY 18.20 SUN DECHANG 2/10/2022 700-0000-2020 Refund Check 095488-008, 7697 NICHOLAS WAY 1.01 SUN DECHANG 2/10/2022 701-0000-2020 Refund Check 095488-008, 7697 NICHOLAS WAY 16.66 SUN DECHANG 2/10/2022 720-0000-2020 Refund Check 095488-008, 7697 NICHOLAS WAY 1.37 2/10/2022 37.24 SUN DECHANG 37.24 Taylor Electric Company, LLC 2/10/2022 101-1350-4565 Service Work 10,620.00 Taylor Electric Company, LLC 2/10/2022 101-1550-4300 Service Work 3,250.00 2/10/2022 13,870.00 Taylor Electric Company, LLC 13,870.00 The Hartford 2/10/2022 700-0000-2015 LTD 98.97 The Hartford 2/10/2022 720-0000-2015 LTD 57.18 The Hartford 2/10/2022 210-0000-2015 LTD 19.20 The Hartford 2/10/2022 101-0000-2015 LTD 1,256.42 The Hartford 2/10/2022 701-0000-2015 LTD 65.23 2/10/2022 1,497.00 The Hartford 1,497.00 TimeSaver Off Site Secretarial, Inc 2/10/2022 210-0000-4300 Meeting Notes 689.00 2/10/2022 689.00 AP - Check Detail-Checks (2/18/2022)Page 14 of 17 141 Last Name Check Date Acct 1 Description Amount TimeSaver Off Site Secretarial, Inc 689.00 VALLEY-RICH CO INC 2/10/2022 700-0000-4552 Service Work 7,632.04 2/10/2022 7,632.04 VALLEY-RICH CO INC 7,632.04 VIKING ELECTRIC SUPPLY 2/17/2022 101-1350-4120 Supplies 386.32 2/17/2022 386.32 VIKING ELECTRIC SUPPLY 386.32 Volavka Lynda 2/10/2022 101-1731-4300 Sweetheart Dance - Face Painting 180.00 2/10/2022 180.00 Volavka Lynda 180.00 Waste Management of Minnesota, Inc 2/10/2022 101-1220-4350 Monthy Service 83.74 Waste Management of Minnesota, Inc 2/10/2022 700-0000-4350 Monthy Service 16.31 Waste Management of Minnesota, Inc 2/10/2022 101-1550-4350 Monthy Service 513.37 Waste Management of Minnesota, Inc 2/10/2022 101-1190-4350 Monthy Service 258.38 Waste Management of Minnesota, Inc 2/10/2022 101-1370-4350 Monthy Service 130.45 Waste Management of Minnesota, Inc 2/10/2022 701-0000-4350 Monthy Service 16.31 Waste Management of Minnesota, Inc 2/10/2022 101-1220-4350 Monthy Service 32.63 Waste Management of Minnesota, Inc 2/10/2022 101-1170-4350 Monthy Service 220.88 2/10/2022 1,272.07 Waste Management of Minnesota, Inc 1,272.07 WEIDEMA INC SR 2/10/2022 601-6040-4300 Chan 3 development 4,000.00 2/10/2022 4,000.00 AP - Check Detail-Checks (2/18/2022)Page 15 of 17 142 Last Name Check Date Acct 1 Description Amount WEIDEMA INC SR 4,000.00 WEIKLE COREY & RUTH 2/10/2022 700-0000-2020 Refund Check 014474-000, 8744 FLAMINGO DRIVE 0.97 WEIKLE COREY & RUTH 2/10/2022 720-0000-2020 Refund Check 014474-000, 8744 FLAMINGO DRIVE 6.77 WEIKLE COREY & RUTH 2/10/2022 701-0000-2020 Refund Check 014474-000, 8744 FLAMINGO DRIVE 5.31 WEIKLE COREY & RUTH 2/10/2022 700-0000-2020 Refund Check 014474-000, 8744 FLAMINGO DRIVE 3.19 2/10/2022 16.24 WEIKLE COREY & RUTH 16.24 Woodhaven Properties 2/17/2022 815-8202-2024 3622 Red Cedar Point Road - Erosion Control 500.00 Woodhaven Properties 2/17/2022 815-8202-2024 3622 Red Cedar Point Road - Erosion Control 250.00 2/17/2022 750.00 Woodhaven Properties 750.00 Wright III Monroe 2/17/2022 101-1560-3637 Performance 150.00 2/17/2022 150.00 Wright III Monroe 150.00 XEI Xtreme Events, Inc 2/10/2022 101-1535-4300 Event 4,990.00 2/10/2022 4,990.00 XEI Xtreme Events, Inc 4,990.00 Young Paul 2/10/2022 101-1731-4300 Sweetheart Dance DJ 250.00 2/10/2022 250.00 Young Paul 250.00 AP - Check Detail-Checks (2/18/2022)Page 16 of 17 143 Last Name Check Date Acct 1 Description Amount 557,233.27 AP - Check Detail-Checks (2/18/2022)Page 17 of 17 144 AP Check Detail-ACH User: dwashburn Printed: 2/18/2022 1:55:08 PM Last Name Acct 1 Amount Check Date Description Acoustical Solutions 101-1370-4510 554.27 12/16/2021 Sound barriers for Ceiling in Main lobby 554.27 12/16/2021 Acoustical Solutions 554.27 Air Compressors Plus 101-1550-4120 61.50 12/16/2021 CS 15 AMP with Unloader & On Off 61.50 12/16/2021 Air Compressors Plus 61.50 ALEX AIR APPARATUS INC 101-1220-4530 940.86 2/10/2022 Testing 940.86 2/10/2022 ALEX AIR APPARATUS INC 940.86 Al-Hilwani Juli 101-1533-4300 146.25 2/10/2022 Personal Training 146.25 2/10/2022 Al-Hilwani Juli 101-1539-4300 75.00 2/17/2022 Pickleball Lessons 75.00 2/17/2022 Al-Hilwani Juli 221.25 Amazon 400-4126-4703 316.00 12/16/2021 Ram upgrade for Drew Z laptop plus spare ram AP - Check Detail-ACH (2/18/2022)Page 1 of 18 145 Last Name Acct 1 Amount Check Date Description Amazon 101-1170-4110 25.98 12/16/2021 kim copy room Amazon 210-0000-4120 38.99 12/16/2021 ari communications Amazon 101-1170-4110 49.98 12/16/2021 storage for council and commission name plates Amazon 101-1170-4110 62.83 12/16/2021 disinfectant wipes and spray Amazon 700-7043-4510 -100.00 12/16/2021 MW Refund for Safety Storage Cabinet Amazon 101-1530-4120 16.95 12/16/2021 weight stack pins Amazon 101-1560-4300 31.99 12/16/2021 Veterans Pancake Bfkst food syrup Amazon 101-1800-4130 8.89 12/16/2021 Whistles Amazon 700-7019-4120 246.75 12/16/2021 JC Safety Supplies Amazon 101-1170-4110 11.00 12/16/2021 disinfectant spray Amazon 101-1310-4120 158.82 12/16/2021 measuring wheel MP Amazon 101-1220-4290 13.14 12/16/2021 Copy Paper Amazon 101-1160-4530 14.99 12/16/2021 Replacement cell hones case Amazon 101-1170-4110 11.91 12/16/2021 restroom odor spray Amazon 101-1170-4110 20.80 12/16/2021 Compressed Air cans for cleaning Amazon 700-0000-4150 30.58 12/16/2021 BM Streamlight Battery Stick Amazon 700-0000-4240 147.16 12/16/2021 JC Safety Supplies Amazon 101-1530-4120 18.00 12/16/2021 weight stack pins Amazon 400-4126-4703 102.02 12/16/2021 Network cables for admin network switches switch for Melissa at Amazon 101-1614-4130 203.88 12/16/2021 Halloween Party supplies Amazon 700-7043-4510 142.89 12/16/2021 MW Corentium Home Radon Detector Amazon 101-1160-4530 52.50 12/16/2021 Replacement batteries for UPS Amazon 701-0000-4150 30.59 12/16/2021 BM Streamlight Battery Stick Amazon 700-0000-4240 77.44 12/16/2021 JC Safety Goggles Amazon 101-1160-4530 39.99 12/16/2021 Replacement batteries for UPS Amazon 101-1160-4300 7.38 12/16/2021 Sewer Televising Access Storage Fee Oct Amazon 700-7019-4120 49.99 12/16/2021 JC Eye Wash Station 1,831.44 12/16/2021 Amazon 1,831.44 American Association of Notaries 701-0000-4360 4.99 12/16/2021 AA Notary Stamp American Association of Notaries 700-0000-4360 5.00 12/16/2021 AA Notary Stamp American Association of Notaries 101-1320-4360 5.00 12/16/2021 AA Notary Stamp 14.99 12/16/2021 American Association of Notaries 14.99 Apadana LLC 101-1550-4300 5,413.48 2/17/2022 Service Work AP - Check Detail-ACH (2/18/2022)Page 2 of 18 146 Last Name Acct 1 Amount Check Date Description 5,413.48 2/17/2022 Apadana LLC 5,413.48 Apple.com 701-0000-4310 0.99 12/16/2021 BM iCloud Storage Apple.com 101-1220-4310 0.99 12/16/2021 iCloud storage 1.98 12/16/2021 Apple.com 1.98 Aramark Arboretum 101-1120-4370 464.07 12/16/2021 Drucker Institute Training meal Aramark Arboretum 101-1120-4370 605.06 12/16/2021 Drucker Institute Training meal 1,069.13 12/16/2021 Aramark Arboretum 1,069.13 Artlist 101-1120-4360 84.93 12/16/2021 Music subscription 84.93 12/16/2021 Artlist 84.93 Batteries Plus 701-0000-4140 37.93 12/16/2021 JJ Replace Batteries in Crane Controller Truck 302 37.93 12/16/2021 Batteries Plus 37.93 Carver County 101-1320-4360 6.67 12/16/2021 AA Notary Registration Carver County 701-0000-4360 6.67 12/16/2021 AA Notary Registration Carver County 700-0000-4360 6.66 12/16/2021 AA Notary Registration 20.00 12/16/2021 Carver County 101-1210-4300 250.00 2/10/2022 Background Investigation AP - Check Detail-ACH (2/18/2022)Page 3 of 18 147 Last Name Acct 1 Amount Check Date Description 250.00 2/10/2022 Carver County 270.00 CCP NI MASTER TENANT 4 LLC 101-1220-4320 22.24 2/10/2022 January Service CCP NI MASTER TENANT 4 LLC 701-0000-4320 234.72 2/10/2022 January Service CCP NI MASTER TENANT 4 LLC 101-1350-4320 579.05 2/10/2022 January Service CCP NI MASTER TENANT 4 LLC 700-7019-4320 330.20 2/10/2022 January Service CCP NI MASTER TENANT 4 LLC 101-1550-4320 69.93 2/10/2022 January Service CCP NI MASTER TENANT 4 LLC 101-1600-4320 5.34 2/10/2022 January Service CCP NI MASTER TENANT 4 LLC 101-1540-4320 65.34 2/10/2022 January Service CCP NI MASTER TENANT 4 LLC 700-0000-4320 20.82 2/10/2022 January Service 1,327.64 2/10/2022 CCP NI MASTER TENANT 4 LLC 1,327.64 COMPUTER INTEGRATION TECHN.101-1160-4300 3,000.00 2/10/2022 Network Services Retainer 3,000.00 2/10/2022 COMPUTER INTEGRATION TECHN.101-1160-4300 301.60 2/17/2022 Office365 Backup Service 301.60 2/17/2022 COMPUTER INTEGRATION TECHN. 3,301.60 Courtyard by Marriott 700-0000-4370 317.88 12/16/2021 TM Hotel 317.88 12/16/2021 Courtyard by Marriott 317.88 Cub Foods 101-1170-4110 7.97 12/16/2021 Water and Ice for Hwy 101 Grand Opening Cub Foods 101-1537-4130 56.06 12/16/2021 Pumpkin Painting Cub Foods 101-1614-4130 33.59 12/16/2021 Halloween Party supplies Cub Foods 101-1560-4300 56.93 12/16/2021 Friday Afternoon Movie snacks AP - Check Detail-ACH (2/18/2022)Page 4 of 18 148 Last Name Acct 1 Amount Check Date Description 154.55 12/16/2021 Cub Foods 154.55 Delta Dental 700-0000-2013 554.27 2/17/2022 March Dental Delta Dental 210-0000-2013 74.60 2/17/2022 March Dental Delta Dental 720-0000-2013 333.15 2/17/2022 March Dental Delta Dental 701-0000-2013 405.08 2/17/2022 March Dental Delta Dental 101-0000-2013 4,858.25 2/17/2022 March Dental 6,225.35 2/17/2022 Delta Dental 6,225.35 Diamond Snow & Ice Control 101-1320-4150 1,520.00 2/10/2022 Materials 1,520.00 2/10/2022 Diamond Snow & Ice Control 1,520.00 Domino's Pizza 101-1614-4130 175.20 12/16/2021 Halloween Party supplies pizza for volunteers 175.20 12/16/2021 Domino's Pizza 175.20 Duluth Entertainment Convention Center 101-1220-4370 10.00 12/16/2021 Parking at Chiefs Conference 10.00 12/16/2021 Duluth Entertainment Convention Center 10.00 Electric Motor Repair 101-1220-4120 65.00 12/16/2021 Picked up motor for Charlie S For Fire truck Generator 65.00 12/16/2021 AP - Check Detail-ACH (2/18/2022)Page 5 of 18 149 Last Name Acct 1 Amount Check Date Description Electric Motor Repair 65.00 Engel Water Testing Inc 700-0000-4300 625.00 2/10/2022 Water Samples testing 625.00 2/10/2022 Engel Water Testing Inc 625.00 Gertens 101-1550-4120 2,128.85 12/16/2021 AB Mag Chloride Pellets Salt Spreader Snowplow Snow Shovel 2,128.85 12/16/2021 Gertens 2,128.85 GOPHER STATE ONE-CALL INC 400-0000-4300 152.55 2/10/2022 Service Calls 152.55 2/10/2022 GOPHER STATE ONE-CALL INC 152.55 Grainger 701-0000-4120 224.22 12/16/2021 JG Full Body Harness Grainger 700-0000-4120 224.22 12/16/2021 JG Full Body Harness Grainger 701-0000-4530 18.68 12/16/2021 JJ Lift Station 24 Sluice Gate Repair 467.12 12/16/2021 Grainger 467.12 Hallock Company 701-0000-4530 398.28 12/16/2021 JJ Backup Pump Controller 398.28 12/16/2021 Hallock Company 398.28 HANSEN THORP PELLINEN OLSON 720-7025-4300 6,774.75 2/17/2022 Crane's Vineyard AP - Check Detail-ACH (2/18/2022)Page 6 of 18 150 Last Name Acct 1 Amount Check Date Description 6,774.75 2/17/2022 HANSEN THORP PELLINEN OLSON 6,774.75 HAWKINS CHEMICAL 700-7019-4160 5,926.39 2/17/2022 Chemicals 5,926.39 2/17/2022 HAWKINS CHEMICAL 5,926.39 Home Depot 101-1550-4150 268.70 12/16/2021 GB Quikrete for Pheasant Hills Playground Footings Home Depot 701-0000-4120 10.72 12/16/2021 JJ Water Fill Hose Truck 302 Pressure Washer Tank Home Depot 720-7207-4150 134.35 12/16/2021 JG Concrete for Stormwater Home Depot 101-1550-4150 268.70 12/16/2021 GB Quikrete for Pheasant Hills Playground Footings Home Depot 101-1550-4150 284.80 12/16/2021 GB Quikrete for Pheasant Hills Playground Footings Home Depot 101-1550-4151 57.32 12/16/2021 GB Pheasant Hills Playground Footing Tubes Home Depot 700-7019-4550 154.94 12/16/2021 JC Wet/Dry Vac Press Ball Valve Press X F Adapter Home Depot 101-1550-4150 150.45 12/16/2021 GB Quikrete for Pheasant Hills Playground Footings Home Depot 101-1550-4150 52.72 12/16/2021 GB Pheasant Hills Playground Footing Tubes 1,382.70 12/16/2021 Home Depot 1,382.70 Inn on Lake Superior 101-1220-4370 418.58 12/16/2021 Lodging at The Inn on Lake Superior for Chiefs Conference Inn on Lake Superior 101-1220-4370 627.87 12/16/2021 room charge for conference 1,046.45 12/16/2021 Inn on Lake Superior 1,046.45 Innovative Office Solutions LLC 101-1170-4110 115.98 2/10/2022 Office Supplies Innovative Office Solutions LLC 101-1170-4110 12.25 2/10/2022 Office Supplies Innovative Office Solutions LLC 101-1170-4110 58.19 2/10/2022 Office Supplies Innovative Office Solutions LLC 101-1170-4110 20.16 2/10/2022 Office Supplies Innovative Office Solutions LLC 101-1170-4110 7.04 2/10/2022 Office Supplies Innovative Office Solutions LLC 101-1170-4110 5.70 2/10/2022 Supplies AP - Check Detail-ACH (2/18/2022)Page 7 of 18 151 Last Name Acct 1 Amount Check Date Description 219.32 2/10/2022 Innovative Office Solutions LLC 219.32 International Code Council 101-1250-4370 95.00 12/16/2021 Certification Renewal Paul Ekholm 95.00 12/16/2021 International Code Council 95.00 Jamf Software, LLC 101-1160-4300 82.00 12/16/2021 Monthly MDM charge for ipads 82.00 12/16/2021 Jamf Software, LLC 82.00 Jobwear Solutions, Inc 101-1260-4240 57.95 12/16/2021 Code Enforcement Reflective Jacket 57.95 12/16/2021 Jobwear Solutions, Inc 57.95 KATH FUEL OIL SERVICE 101-1370-4170 19,226.28 2/10/2022 Fuel KATH FUEL OIL SERVICE 700-7019-4120 600.00 2/10/2022 Supplies KATH FUEL OIL SERVICE 101-1370-4170 68.00 2/10/2022 Fuel 19,894.28 2/10/2022 KATH FUEL OIL SERVICE 19,894.28 League of Minnesota Cities 101-1120-4370 -55.00 12/16/2021 Refund for cancelled training League of Minnesota Cities 101-1120-4370 -10.00 12/16/2021 Refund for cancelled training Matt Unmacht League of Minnesota Cities 101-1120-4370 -10.00 12/16/2021 Refund for cancelled training Ari Lyksett League of Minnesota Cities 101-1120-4370 75.00 12/16/2021 LMC Member Courses for KM CH KA AL MU and KS League of Minnesota Cities 101-1120-4370 15.00 12/16/2021 data practice training AP - Check Detail-ACH (2/18/2022)Page 8 of 18 152 Last Name Acct 1 Amount Check Date Description 15.00 12/16/2021 League of Minnesota Cities 15.00 LEEANN CHIN 101-1110-4370 229.79 12/16/2021 City Council Meal for 10 25 2021 229.79 12/16/2021 LEEANN CHIN 229.79 Life Support Innovations LLC 101-1220-4130 277.10 12/16/2021 AED Pads 277.10 12/16/2021 Life Support Innovations LLC 277.10 Little Angies Cantina 101-1220-4370 19.31 12/16/2021 Dinner during Chiefs Conference 19.31 12/16/2021 Little Angies Cantina 19.31 LogMeIn Inc 101-1160-4300 375.80 12/16/2021 LogMeIn Renewal Neptune Access 375.80 12/16/2021 LogMeIn Inc 375.80 Lunds & Byerly's 101-1110-4370 141.26 12/16/2021 11 8 council workshop 141.26 12/16/2021 Lunds & Byerly's 141.26 MACQUEEN EQUIPMENT 400-4115-4705 20,469.11 2/10/2022 Equipment AP - Check Detail-ACH (2/18/2022)Page 9 of 18 153 Last Name Acct 1 Amount Check Date Description 20,469.11 2/10/2022 MACQUEEN EQUIPMENT 20,469.11 Marco Inc 700-0000-4410 101.00 2/10/2022 Equipment Rental Marco Inc 720-0000-4410 50.50 2/10/2022 Equipment Rental Marco Inc 701-0000-4410 101.00 2/10/2022 Equipment Rental Marco Inc 101-1160-4300 380.00 2/10/2022 Cloud Fax Service Marco Inc 101-1170-4410 757.50 2/10/2022 Equipment Rental 1,390.00 2/10/2022 Marco Inc 1,390.00 Maus Kerry 101-1539-4300 573.00 2/17/2022 Line Dancing Lessons 573.00 2/17/2022 Maus Kerry 573.00 McGuire Air Compressors, Inc 700-7019-4120 97.41 12/16/2021 JC Filter Element Paper 12 CFM 97.41 12/16/2021 McGuire Air Compressors, Inc 97.41 Menards 700-7043-4150 105.05 12/16/2021 MW Heavy Duty Shelf Fold-in-Half Table Lysol Odor Genie Menards 700-7019-4120 510.30 12/16/2021 JC Supplies Menards 700-7019-4120 68.69 12/16/2021 JC Small Storage Trunks 684.04 12/16/2021 Menards 684.04 MERLINS ACE HARDWARE 101-1550-4120 221.00 2/10/2022 Supplies MERLINS ACE HARDWARE 700-7019-4120 84.25 2/10/2022 Supplies MERLINS ACE HARDWARE 101-1220-4290 116.91 2/10/2022 Supplies AP - Check Detail-ACH (2/18/2022)Page 10 of 18 154 Last Name Acct 1 Amount Check Date Description MERLINS ACE HARDWARE 700-7043-4150 4.84 2/10/2022 Materials MERLINS ACE HARDWARE 700-0000-4120 48.11 2/10/2022 Supplies MERLINS ACE HARDWARE 700-0000-4150 31.19 2/10/2022 Materials MERLINS ACE HARDWARE 101-1550-4150 33.79 2/10/2022 Materials MERLINS ACE HARDWARE 101-1320-4150 45.59 2/10/2022 Materials MERLINS ACE HARDWARE 101-1617-4130 53.99 2/10/2022 Materials MERLINS ACE HARDWARE 701-0000-4150 13.93 2/10/2022 Materials MERLINS ACE HARDWARE 101-1250-4260 26.11 2/10/2022 Equipment MERLINS ACE HARDWARE 700-7043-4120 17.96 2/10/2022 Supplies 697.67 2/10/2022 MERLINS ACE HARDWARE 697.67 Metropolitan Council, Env Svcs 701-0000-2023 9,940.00 2/17/2022 January SAC Metropolitan Council, Env Svcs 101-1250-3816 -99.40 2/17/2022 January SAC 9,840.60 2/17/2022 Metropolitan Council, Env Svcs 9,840.60 Minnesota Equipment 101-1550-4120 89.69 2/17/2022 Supplies 89.69 2/17/2022 Minnesota Equipment 89.69 Minnesota State Fire Chiefs Association 101-1220-4370 40.00 12/16/2021 Chiefs Conference Banquet ticket for Ana 40.00 12/16/2021 Minnesota State Fire Chiefs Association 40.00 MN American Water Works Association 700-0000-4370 -50.00 12/16/2021 TM MNAWWA Refund -50.00 12/16/2021 AP - Check Detail-ACH (2/18/2022)Page 11 of 18 155 Last Name Acct 1 Amount Check Date Description MN American Water Works Association -50.00 MN Board of Firefighter Training & Education 101-1220-4300 50.00 12/16/2021 Von Bank Firefighter License 50.00 12/16/2021 MN Board of Firefighter Training & Education 50.00 MN Dept of Labor and Industry 101-1170-4370 50.00 12/16/2021 Fee for Exam for Boilers 50.00 12/16/2021 MN DEPT OF LABOR AND INDUSTRY 101-1250-3818 -41.89 2/17/2022 Monthly Surcharge MN DEPT OF LABOR AND INDUSTRY 101-0000-2022 2,094.40 2/17/2022 Monthly Surcharge 2,052.51 2/17/2022 MN DEPT OF LABOR AND INDUSTRY 2,102.51 MN VALLEY ELECTRIC COOP 400-0000-4530 7,188.18 2/10/2022 Repair of transformer pad mount due to damage 7,188.18 2/10/2022 MN VALLEY ELECTRIC COOP 101-1350-4320 300.71 2/17/2022 Acct - 780580000 300.71 2/17/2022 MN VALLEY ELECTRIC COOP 7,488.89 Northern Tool+Equipment 101-1550-4120 61.60 12/16/2021 GB Nitrile Gloves x2 and Ear Plugs 61.60 12/16/2021 Northern Tool+Equipment 61.60 Nuss Truck & Equipment 101-1320-4140 250.02 2/17/2022 Supplies AP - Check Detail-ACH (2/18/2022)Page 12 of 18 156 Last Name Acct 1 Amount Check Date Description 250.02 2/17/2022 Nuss Truck & Equipment 250.02 Office Max/Office Depot 101-1220-4290 32.20 12/16/2021 pens 32.20 12/16/2021 Office Max/Office Depot 32.20 Party City 101-1614-4130 22.55 12/16/2021 Halloween Party supplies Party City 101-1560-4300 19.31 12/16/2021 Veterans Pancake Bfkst cups and table cover Party City 101-1614-4130 48.83 12/16/2021 Halloween Party supplies 90.69 12/16/2021 Party City 90.69 PC World Magazine 101-1160-4210 19.97 12/16/2021 PC World Annual Subscription Renewal 19.97 12/16/2021 PC World Magazine 19.97 Potentia MN Solar 101-1190-4320 1,336.92 2/10/2022 Monthly Service Potentia MN Solar 700-0000-4320 668.33 2/10/2022 Monthly Service Potentia MN Solar 101-1170-4320 774.94 2/10/2022 Monthly Service 2,780.19 2/10/2022 Potentia MN Solar 2,780.19 PRECISE MRM LLC 101-1320-4310 325.00 2/10/2022 2021-12 Subscription 325.00 2/10/2022 AP - Check Detail-ACH (2/18/2022)Page 13 of 18 157 Last Name Acct 1 Amount Check Date Description PRECISE MRM LLC 325.00 Premium Waters, Inc 101-1550-4120 4.00 2/10/2022 Supplies 4.00 2/10/2022 Premium Waters, Inc 4.00 Pro-Tec Design, Inc.101-1160-4220 597.00 2/10/2022 HID Mobile Identity License Pro-Tec Design, Inc.101-1160-4300 25.50 2/10/2022 Service Call - DSX System Support 622.50 2/10/2022 Pro-Tec Design, Inc. 622.50 Rebel Ink 101-1220-4240 825.00 12/16/2021 Tshirts 825.00 12/16/2021 Rebel Ink 825.00 Remarkable Oslo 101-1120-4300 557.62 12/16/2021 Services 557.62 12/16/2021 Remarkable Oslo 557.62 Sam's Club 101-1130-4120 57.12 12/16/2021 Label Machine Sam's Club 101-1560-4300 322.07 12/16/2021 Food supplies Fortune Cookie events 11 15 & 11 16 SHIP grant rei Sam's Club 101-1560-4300 149.73 12/16/2021 So Jazzy lunch speaker Food & supplies Sam's Club 101-1560-4300 67.88 12/16/2021 Veterans Pancake Bfkst food supplies 596.80 12/16/2021 Sam's Club 596.80 Spectrum Screen Printing Inc 101-1250-4240 234.27 2/17/2022 Clothing AP - Check Detail-ACH (2/18/2022)Page 14 of 18 158 Last Name Acct 1 Amount Check Date Description 234.27 2/17/2022 Spectrum Screen Printing Inc 234.27 Standard Spring-Truck Suspension Parts 101-1320-4140 29.36 2/17/2022 Supplies 29.36 2/17/2022 Standard Spring-Truck Suspension Parts 29.36 Stratoguard, LLC 101-1160-4300 185.60 12/16/2021 ProofPoint Email Filter Services Nov 185.60 12/16/2021 Stratoguard, LLC 185.60 SUBURBAN CHEVROLET 700-0000-4140 349.52 2/10/2022 Vehicle Maintenance 349.52 2/10/2022 SUBURBAN CHEVROLET 349.52 SUMMIT COMPANIES 700-7043-4300 693.00 2/17/2022 Monitoring 693.00 2/17/2022 SUMMIT COMPANIES 693.00 Sun Life Financial 101-0000-2011 538.66 2/10/2022 Life Insurance Sun Life Financial 101-0000-2011 17.03 2/10/2022 Life Insurance - Cobra Sun Life Financial 720-0000-2011 24.54 2/10/2022 Life Insurance Sun Life Financial 700-0000-2037 158.64 2/10/2022 Life Insurance Sun Life Financial 700-0000-2011 42.53 2/10/2022 Life Insurance Sun Life Financial 701-0000-2037 158.64 2/10/2022 Life Insurance Sun Life Financial 701-0000-2011 27.98 2/10/2022 Life Insurance Sun Life Financial 210-0000-2011 8.22 2/10/2022 Life Insurance Sun Life Financial 101-0000-2037 847.84 2/10/2022 Life Insurance AP - Check Detail-ACH (2/18/2022)Page 15 of 18 159 Last Name Acct 1 Amount Check Date Description 1,824.08 2/10/2022 Sun Life Financial 1,824.08 Target 101-1614-4130 620.95 12/16/2021 Halloween Party supplies Target 700-7043-4510 18.07 12/16/2021 MW USB C Up Isopropyl Dawn Target 101-1614-4130 122.17 12/16/2021 Halloween Party supplies 761.19 12/16/2021 Target 761.19 TJ Office Furniture 101-1170-4110 429.50 12/16/2021 Training Table 429.50 12/16/2021 TJ Office Furniture 429.50 U of M - Event Arboretum 101-1120-4370 800.00 12/16/2021 Drucker Institute Training room reservation 800.00 12/16/2021 U of M - Event Arboretum 800.00 U of M Contlearning 101-1310-4370 155.00 12/16/2021 Certification Exam - Erik Henricksen U of M Contlearning 101-1310-4370 120.00 12/16/2021 Construction Site Management Recertification U of M Contlearning 101-1310-4370 120.00 12/16/2021 Construction Site Management Recertification 395.00 12/16/2021 U of M Contlearning 395.00 Ultimate Events, Inc 101-1611-4410 1,277.75 2/17/2022 Equipment Rental 1,277.75 2/17/2022 AP - Check Detail-ACH (2/18/2022)Page 16 of 18 160 Last Name Acct 1 Amount Check Date Description Ultimate Events, Inc 1,277.75 Universal Athletic Services, Inc.101-1766-4130 1,100.00 2/17/2022 Summer/Fall Softballs 1,100.00 2/17/2022 Universal Athletic Services, Inc. 1,100.00 USA BLUE BOOK 701-0000-4120 335.12 2/10/2022 Supplies 335.12 2/10/2022 USA BLUE BOOK 335.12 USABlueBook 700-7043-4160 679.56 12/16/2021 MW Hatch Total Chlorine Chemkey Hach Orthophosphate Chemkey Hatc 679.56 12/16/2021 USABlueBook 679.56 UVA CTS 101-1310-4370 25.00 12/16/2021 Training Seminar 25.00 12/16/2021 UVA CTS 25.00 Wal-Mart 101-1560-4300 11.12 12/16/2021 So Jazzy lunch speaker Food & supplies 11.12 12/16/2021 Wal-Mart 11.12 Warning Lites of Minnesota, Inc.101-1611-4410 346.00 2/17/2022 Equipment Rental 346.00 2/17/2022 AP - Check Detail-ACH (2/18/2022)Page 17 of 18 161 Last Name Acct 1 Amount Check Date Description Warning Lites of Minnesota, Inc. 346.00 WM MUELLER & SONS INC 700-0000-4150 397.44 2/10/2022 Materials 397.44 2/10/2022 WM MUELLER & SONS INC 397.44 XCEL ENERGY INC 700-7043-4320 7,323.17 2/10/2022 Monthy Service XCEL ENERGY INC 701-0000-4320 224.54 2/10/2022 Monthy Service XCEL ENERGY INC 700-0000-4320 224.53 2/10/2022 Monthy Service XCEL ENERGY INC 101-1370-4320 1,796.26 2/10/2022 Monthy Service 9,568.50 2/10/2022 XCEL ENERGY INC 101-1350-4320 26.33 2/17/2022 Monthly Service - Acct 51-0010132447-1 XCEL ENERGY INC 101-1350-4320 26.33 2/17/2022 Monthly Service - Acct 51-0010132446-0 XCEL ENERGY INC 700-0000-4320 1,824.64 2/17/2022 Monthly Service - Acct 51-0010754175-0 1,877.30 2/17/2022 XCEL ENERGY INC 11,445.80 Zoom 101-1160-4300 85.90 12/16/2021 Monthly Zoom Webinar charge Rec Center Admin 85.90 12/16/2021 Zoom 85.90 134,951.60 AP - Check Detail-ACH (2/18/2022)Page 18 of 18 162 City Council Item February 28, 2022 Item Resolution 2022-XX: Authorize Design Services Consultant Agreement for Galpin Boulevard Improvement Project File No.PW176A Item No: E.6 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution awarding a design services contract to WSB for the Galpin Boulevard Improvement project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Approve a contact for design services related to the Galpin Boulevard Improvement project. BACKGROUND DISCUSSION The City is leading the project and therefore is the contracting entity for design services. The City prepared an RFP and solicited for proposals on 2/3/2022. We received 3 responsive proposals on February 16, 2022. City and County staff evaluated and scored the proposals based on the stated criteria in the RFP which resulted in the following score: 163 Firm Fee Overall Score WSB $ 675,776.00 77 Kimely-Horn $ 914,275.00 75 Alliant/SRF $ 954,148.00 72 WSB has previously performed successfully on a great deal of work on City and County projects and presented a well qualified team and work plan for the project. The Contract is the City's standard professional services agreement. Upon County Board approval of the JPA/Turnback Agreements on 3/1/22, the design will commence, with construction scheduled to begin in 2023. BUDGET The consultant fees are part of the overall $11.25M project cost. The project is identified in both City and County 5-year CIP's. WSB's fee is 8.5% of the estimated construction costs and therefore is a good value and is in line with the overall project budget. RECOMMENDATION Staff recommends the City Council adopt a resolution authorizing the City to enter into a design services contract with WSB for the Galpin Boulevard Improvement Project. ATTACHMENTS CIP Project No. ST-040 Project Layout Galpin Design RFP Galpin Proposal Evaluation WSB Proposal-Galpin Boulevard Improvements Contract Resolution 164 Capital Improvement Program City of Chanhassen, MN Contact Charlie Howley 2022 2026 thru Department Street Improvements Description The project will reconstruct Galpin Blvd from 78th Street north to the City limits. The street is proposed to have geometric improvements made to conform to current design standards and urbanized to have concrete curb and gutter. Turn lanes will be constructed and trail improvements made. This section of Galpin Blvd is on Carver County's turnback list for roadways to be jurisdictionally transferred to the local agency. Once Galpin Blvd is reconstructed the City would be responsible for operations and future maintenance. Project #ST-040 Priority n/a Justification The pavement of Galpin Blvd has reached its life expectancy. The roadway at this time should be reconstructed and designed to current standards. The project is also planned for growth in the area. Budget Impact/Other The project will require the City to have operational and maintenance over this section of Galpin Blvd. Useful LifeProject Name MSA-Galpin Blvd Imp (Hwy 5 N to City limits)Category Street Improvements Type Improvement Account #2 Account #1 601-6040-4751 Account #4 Account #3 Status Active Total2022 2023 2024 2025 2026Expenditures 11,250,0005,625,000 5,625,000Construction 5,625,000 5,625,000 11,250,000Total Total2022 2023 2024 2025 2026Funding Sources 7,000,0003,500,000 3,500,000Streets - Other Agency Funding 3,000,0001,500,000 1,500,000Streets - PMP MSA Funds 250,000125,000 125,000Utility Fund -Sewer 1,000,000500,000 500,000Utility Fund -Water 5,625,000 5,625,000 11,250,000Total 165 MAJESTIC WAYHUNTER DRLONGACRES DRRDTOPAZ DRHARRISONLAKELAKE LUCY RDPINEHURST DRCRESTVIEW DRW 65TH STWHITETA IL R IDGE CTMELODY HILL RDPHEASANT DRGALPIN B L V D ( C R 1 1 7 ) W 78TH STWALNU T CURVEBRINKER STGALPIN BOULEVARD (CR 117) RECONSTRUCTION PROPOSED ROADWAY PLAN AND PROFILE ALTERNATIVE BNORTHCARVER COUNTY 166 Request for Proposals Galpin Boulevard Improvements: City Project No. PW 176B I. INTRODUCTION The City of Chanhassen (City) and Carver County (County) are issuing this Request for Proposals (RFP) for design and construction phase professional services for proposed improvements to approximately two (2) miles of roadway reconstruction within the City. The City will be the lead agency for this project. Galpin Boulevard is current a County Road (CR 117) but a Joint Powers Agreement (JPA) is being entered into between the City and County for a jurisdictional turnback. The objectives for the project include: 1. To fully reconstruct the entire corridor, including utility improvements, during the 2023 construction season. a. This completion schedule will be a key part of the design phase to confirm. If the consultant believes the construction schedule requires that the work will need to occur in 2023 and 2024, this assumption needs to be outlined in their work plan and their fees reflected for the multi-year construction. 2. To improve the safety and mobility for all modes of mobility and transportation. 3. To proactively communicate the project aspects to the surrounding residents and the traveling public of the corridor. 4. To conform to the established project budget In general, the project includes: public engagement, final design, surveying, easement and/or Right-of-Way (ROW) acquisition, preparation of contract documents, permitting, bid administration, construction administration, observation, and staking, in addition to providing as- built drawings and project close-out. A. RFP Content. This RFP contains the following sections: I. Introduction II. Project Information III. Proposal IV. Proposal Evaluation B. Addenda/Clarifications. Any changes to this RFP will be made by written addendum. Verbal modification will not be binding. 167 C. Pre-Contractual Expenses. The City and County will not be responsible for any pre- contractual expenses. Pre-contractual expenses are defined as expenses incurred by the Consultant in: 1. Preparing its proposal in response to this RFP; 2. Submitting that proposal to the City; 3. Negotiating with the City any matter related to this RFP; or 4. Any other expenses incurred by the Consultant prior to the date of execution of the Professional Services Agreement. D. Contract Award. 1. Consultant shall be required to enter into the City’s standard Professional Services Agreement (PSA) which is attached for reference. The PSA may be slightly modified to represent the County’s participation in the project. 2. Issuance of this RFP and receipt of proposals does not commit the City to award a contract. The City reserves the right to postpone opening for its own convenience, to accept or reject any or all proposals received in response to this RFP, to negotiate with other than the selected Consultant should negotiations with the selected be terminated, to negotiate with more than one Consultant simultaneously, or to cancel all or part of this RFP. E. Contact Person. The contact for specific questions regarding information in this RFP is: George Bender, PE Assistant City Engineer City of Chanhassen P.O. Box 147, 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1164, gbender@ci.chanhassen.mn.us 168 II. PROJECT INFORMATION A. Project Area and Identified Improvements. The City of Chanhassen and Carver County have established a Joint Powers Agreement to reconstruct Galpin Boulevard (County Rd 117) between Trunk Highway 5 and the northern boundary of the City and County. The majority of this portion of Galpin Boulevard was originally constructed in the 1950s, is of rural nature, and is currently under the jurisdiction of Carver County. Upon turnback, Galpin Boulevard will function as a local collector and will be part of the City’s Municipal State Aid (MSA) system. The road needs to be reconstructed to meet both the City’s current standards and MSA standards. Intersection improvements within the corridor are needed to address operational and safety concerns. Figure 1: Galpin Boulevard Area Map In August, 2018 a Preliminary Design Study was completed and is available as part of this RFP via downloaded at the following link: Preliminary Design Study. Geotechnical exploration within the existing roadway was completed with the preliminary design work and is included in Appendix E of the study. Based on the recommendations in the Preliminary Design Study and feedback from public open house meetings the following major roadway improvements are proposed: · Reconstruction of Galpin Boulevard to an urban section roadway to State-Aid and city standards. · Full size roundabout at the West 78th Street intersection. · Mini roundabouts at the Brinker Street and Lake Lucy Road intersections. 169 · Ten-foot wide trails along both sides of the roadway between TH 5 and Lake Lucy Road, and a 10-foot wide trail along the east side of the roadway north of Lake Lucy Road. · All applicable improvements shall meet current ADA requirements. · Stormwater Management. · Public utility improvements. · Private utility relocations. As part of the final design work, the consultant shall perform an analysis to compare construction of a bituminous roadway surface to City and State-Aid standards in comparison to a concrete roadway surface and appropriate road section. In addition, the roundabout at the intersection of West 78th St should be re-verified as the most appropriate alternative. The proposed mini-roundabouts at the intersections of Brinker St and Lake Lucy Rd should also be re-considered from an operations perspective. With the development of the property and construction of ‘The Park’ residential neighborhood on the east side of Galpin Blvd there is a need to review the intersection analysis at those three access points. The County has received speed related concerns in the past relative to Galpin Blvd. The scope should include analysis of the speed limit history along the corridor and appropriate speed design coordination moving forward. Coordination with County staff to respond to past concerns received should be incorporated into the work plan. The Consultant shall split all cost estimates and pay applications per the cost share agreement. The City of Shorewood has previously indicated an interest in coordinating a connection of the trail systems and in adding an interconnect between water distribution systems for mutual aid. The consultant shall coordinate with Shorewood as necessary to determine the feasibility of these requests. A future trail connection should be part of the project scope but construction of any trail work within Shorewood would require an amendment. If an interconnect is desired (or an extension of Chanhassen distribution into Shorewood), an amendment would also be negotiated to add this scope. Utility improvements will also be necessary within the project corridor. These improvements should include design of a new parking area surrounding the building for Well 3 as well as a rehabilitation of the parking lot into Sugerbush Park where Well 9 is located. The design of Well 3 should consider a revised entrance location to improve the safety of the access point. STORM SEWER Storm sewer conveyance and treatment facilities will need to be constructed to accommodate runoff from the new impervious area. The preliminary design identified four possible locations for storm water treatment: one (Pond B) at Sugar Bush Park (a city- owned park) and three within private properties (Ponds A, C and D). Preliminary storm water design calculations as available will be provided to the selected consultant. In addition, any relevant background files (drainage areas, H&H models, water quality calculations, development reports, etc.) available to the City will be provided to the 170 selected consultant. The Consultant shall coordinate and include in the scope any additional geotechnical work necessary for the stormwater design. Figure 2: Galpin Boulevard Storm Sewer Concept Figure 3: Galpin Boulevard Storm Sewer Concept- Proposed Ponds A and B Figure 4: Galpin Boulevard Storm Sewer Concept- Proposed Ponds C and D 171 SANITARY SEWER Lateral and trunk sanitary sewer exists within the project corridor ranging between eight- and 10 inches in diameter PVC pipe. The city will televise the sanitary sewer within the right of way. The eight-inch diameter sanitary sewer extends north of Melody Hill Road to the City limits was installed in 1971; given the age of this system it is anticipated that some sanitary sewer repairs and/or replacement will be necessary with this project. The eight inch diameter that extends south of Topaz Lane was installed in 2001 and is anticipated to be in good condition. The consultant will be provided with the sanitary sewer televising and inspection reports for review and to provide recommendations and design with regards to sewer pipe repairs and/or replacement. Figure 5: Galpin Boulevard Sanitary Sewer 172 A 30 inch MCES gravity interceptor crosses Galpin Blvd near Wynsong Ln. The design is expected to protect this system and coordinate with MCES. Required permitting shall be included with the project. Consultant staff should evaluate the condition of the sanitary sewer manholes to determine the extent of any necessary updates and repairs. Any known improvements requested by staff will be communicated to the consultant to be incorporated in the project. Larger exhibits can be provided upon request. Any mainline televising information will also be made available to the Consultant for review and determination of maintenance needs. There are five (5) single family residential properties on the east side of Galpin Boulevard that currently are not served by the city’s sanitary sewer. The project scope includes analysis to determine if extension of city sanitary sewer to these properties is feasible. If the city elects to proceed with design and construction of sanitary sewer to serve these properties, the engineering fees associated with this work will be negotiated at that time. Figure 6: Galpin Boulevard Properties Not Served by Sanitary Sewer WATERMAIN The city’s west water treatment plant (WTP) is located at 2100 Lake Harrison Rd along the project corridor. Both high and low pressure zone trunk and lateral watermain exists within the project corridor, varying between 8” and 24” diameter. 16 inch raw watermain exists south of Lake Harrison Rd between municipal Well 9 at Sugarbush Park, municipal Well 3 at 7151 Galpin Blvd, and the WTP. Raw watermain also is located north of the WTP from municipal Well 15 between Whitetail Ridge Ct and Lake Harrison Rd. The trunk and lateral watermain associated with the low zone are known to be significantly overdepth (15 feet plus) in certain areas along the corridor. The consultant will research existing as-built information from the original installation in combination with all known lateral mains that tie into the trunk watermain. The consultant will also utilize any information provided by the city such as break or repair history and gathered by the city relative to depths of existing features such as gate valves, hydrants, and curb stops. The consultant will create a detailed technical memorandum with cost and life cycle analysis to compare the scenarios of leaving the existing watermain in place vs replacement of the 173 watermain(s). A recommendation will be provided to assist the city with determining the best long solution to this concern. Incorporation of utility specialists into the consultant’s project teams shall be considered a value to the project. The city expects this analysis to potentially have a significant impact on the project budget and schedule. The consultant should address this aspect in their work plan as to how each scenario would impact the project budget and overall duration. The consultant should assume the watermain will not be replaced but include an alternate schedule timeline and budgetary cost to increase the scope of the project to include replacement of the distribution system watermain. If the existing watermain is determined to remain in place, the consultant should assume minor maintenance will need to be performed such as replacement of the existing bolting in association with gate valves. City public works staff will also inform the consultant of necessary hydrant and curb stop repairs based on asset history and inspections. There will be re-alignment of piping necessary between the pressure zone at Hunter Dr to improve operations and system performance. The city will expect alternative installation methodology be analyzed for watermain replacement or repair to obtain the best overall value for the city. A discussion related to the timing of the installation of the wear course shall be planned based on scope of the utility work. PRIVATE UTILITY COORDINATION Private utilities exist throughout the project corridor and the design scope shall include all necessary coordination with the private utility companies to perform relocations ahead of construction. Overhead utilities may be desired to be relocated underground and the design scope shall include identification of costs and schedule implications of this work. FUNDING The project is subject to a cost-share agreement between the City and County. The city’s portion of the project costs will primarily be funded by MSA funds and utility enterprise funds. The County’s portion of funding will come from the Local Option Sales Tax (LOST) funds. There will be no special assessments levied against private property for improvements associated with this project unless there are areas that receive benefit from public utility extensions. The City’s assessment practice can be viewed on the City’s website. B. Project Scope. The project in general shall provide the following: 1. Design and Bidding Services. a) The preliminary design provided shall be considered the 30% design. Preparation of complete 60% and 90% design plans including cost estimates shall be included with the project. Final construction plans and documents in conformity the City’s standard specifications and detail plates shall be included along with the engineer’s estimate. 174 b) Obtain all necessary permits, including but not limited to the MnDOT, MPCA Construction Stormwater General Permit, Riley-Purgatory-Bluff Creek Watershed District and Minnehaha Creek Watershed District permits, MCES, public utility extension permits, and DNR. All permit fees will be reimbursed. c) Identify areas where ROW and/or perpetual drainage and utility (D&U) easements are required and assist with the acquisitions as necessary. Any temporary construction easements necessary shall be included in this task. The City will pursue and obtain right-of-entry agreements where necessary but the consultant shall assist with providing exhibits. For the purposes of this proposal assume five (5) ROW acquisitions, five (5) perpetual D&U easements and five (5) temporary construction easements will be needed. d) Full bidding services including attendance at the bid opening. If a virtual bid opening is utilized, any additional time and fees associated with utilizing an on-line service will be negotiated if needed. 2. Surveying for design services for the project area as needed for final design needs, which shall include topographic data within the right of way including tree locations and size, design locate one-call and coordination, all public and private utilities, retaining walls, and locating existing right of way and/or roadway easements within the project area. Coordination with the County Surveyor as necessary shall be included in the scope. The Preliminary Design Study was based on GIS basemap information and did not include a complete survey. 3. Meetings. It is anticipated the Consultant shall prepare agenda and minutes, handouts, exhibits, as needed, and attend in-person the following meetings: a) Two (2) City Council meetings. b) Two (2) neighborhood informational meetings for the entire project area. c) Staff meetings as necessary during design, which will likely include joint meetings with Carver County, RPBCWD, and possibly MCWD. d) Individual property owner meetings as needed. The Consultant should assume ten (10) meetings with individual property owners. e) Pre-construction meeting. f) Weekly meetings during construction. 4. Public Engagement. All public engagement efforts included shall be well defined in the scope including concepts for engaging properties along the project corridor. Special consideration will be given to innovative proposals built around public engagement efforts through final completion. The City will assist with the distribution and mailing of the materials to the public. The City and the County will maintain project webpages on this websites respectively but the City’s webpage will be the lead. The Consultant will be expected to assist with providing content and ideas for the webpages to be informative and engaging. The City’s website will include a Notify Me feature where residents can sign up for project updates. 175 The Consultant may propose alternate concepts for public engagement with the proposal but a price should be associated with each alternate not included in the scope. 5. Surveying for Construction Services. The consultant shall include an allowance amount of $60,000 for construction staking services in 2023. 6. Full-time construction observation. For the purposes of this proposal assume 55 hours per week for 26 weeks in 2023. If the project duration is determined to be spread-out over two years provide an estimate in the alternate for an additional 55 hours per week for 20 weeks in 2024. The consultant should assume 100 hours of construction observation time the following Spring after substantial completion has been achieved by the contractor. 7. Construction administration services should include submittal review, answering design questions, responding to RFIs, review of pay requests, coordination with residents, responding to SeeClickFix inquiries and concerns, weekly project updates for the project webpage, negotiating and processing change orders, and administering completion dates. The Consultant shall include a budget of 10 hours per week over the same assumed duration as the construction observation time. The project manager or their designate should plan to attend and administer all weekly construction meetings. The consultant should assume 40 hours of construction administration time the following Spring after substantial completion has been achieved by the contractor. This time shall include coordination of all final documentation required to close out the construction contract. a) The City will contract separately for geotechnical and materials testing during construction, however the consultant will coordinate all testing with the selected geotechnical firm during construction. 8. Preparation of as-built drawings. As-builts shall be completed based on City standards and submitted to the city 90 days after the project has been deemed substantially complete. C. Project Goals. The goals of the project are as follows, in no particular order of importance. These goals support the City’s Strategic Priorities. 1. Develop an appropriate pavement reconstruction technique based on the character of the corridor. (Financial Sustainability and Asset Management) 2. Incorporate appropriate improvements to public utilities and systems in the vicinity of the project by leveraging the opportunity of the street rehabilitation. (Asset Management) 3. Implement a project schedule that leverages an advantageous bidding climate. (Financial Sustainability) 176 4. Preparation of contract documents to a level of detail that meets City and MSA standards, minimizes cost and schedule risk exposure to the City and County, and clearly addresses impacts to private property. (Financial Sustainability, Asset Management and Operational Excellence) 5. Proactive communication with impacted residents and property owners. (Communication and Operational Excellence) 6. Develop trust between City/County and Consultant; and between City/County and Residents. (Communication and Operational Excellence) D. Project Schedule. The following is the preliminary project schedule: Award Consultant Contract Easement Acquisition Neighborhood Project Open House Approve Plans & Specifications Bid Opening Neighborhood Meeting Award Contract Start Construction Substantial Construction Complete Final Completion February 28, 2022 June 2022-March 2023 July, 2022 December, 2022 February, 2023 March, 2023 March, 2023 Spring, 2023 Nov. 2023 (or 2024) June 2024 (or 2025) 177 III. PROPOSAL A. DELIVERY OF PROPOSALS All proposals must be emailed to Assistant City Engineer George Bender at: gbender@ci.chanhassen.mn.us. All proposals must be received no later than 4:00 p.m. (central time) on Friday, February 16, 2022. Late proposals will not be considered. B. Proposal shall include at a minimum, the following: 1. Identification of the offering firm(s), including name, address and telephone number of each firm. 2. Acknowledgement of receipt of RFP addenda, if any, and 3. Name, title, address, email address and telephone numbers of contact person during period of proposal evaluation. C. Consultant Team. Identify all proposed team members and subconsultants (if any). Detail individual areas of responsibility. Resumes shall be included within the proposal. D. Understanding of the Project (Work Plan). The Consultant shall provide a brief, concise description that demonstrates the Consultant's understanding of the project and what needs to be done to successfully complete the work scope, including a detailed overall project schedule. E. Public Engagement. A narrative that details and defines the planned efforts of the Consultant. F. Consultant Fee. The Consultant shall provide a detailed not to exceed cost breakdown, in spreadsheet format, for performing the work including time and hourly rates for each team member involved with the project, materials, equipment, and subconsultants required, if any. Costs shall be broken out into project scope areas as indicated in Section II, Paragraph B, Items 1-6. The estimate shall clearly identify any proposed alternates and reimbursable expenses. G. Exceptions and Deviations. The Consultant may include other services outside the scope of this proposal that the firm feels maybe needed. The Consultant also may propose cost- saving items. Any exceptions to the requirements in this RFP, including the language in the contractual terms, must be included in the proposal. If the Consultant proposes changes to the scope of work, include a description, reason for the change and added/deducted engineering costs. Segregate all exceptions as a separate element of the proposal under the heading "Exceptions and Deviations". 178 IV. PROPOSAL EVALUATION A. Proposals will be evaluated based on the following criteria: 1. Completeness and quality of the overall proposal and work plan including a demonstrated understanding of the scope as it relates to the stated goals of the project and conformance with the RFP. a) Roadway and trail design (10%). b) Surface water treatment and storm sewer conveyance design (10%). c) Sanitary sewer and watermain design (10%). d) Private utility coordination (5%) 2. Resources of firm and experience of key personnel to perform the scope of services through design and bidding. Availability of designated consultant staff and innovative mechanisms proposed to benefit the design and meet the project schedule is a portion of this criteria (10%). 3. Past performance on similar projects and experience on previous City and County projects, including experience working in this corridor. (10%) 4. Key construction personnel performing observation and administration services. (5%) 5. Public Engagement. This shall be evaluated based on the value added to the project in comparison the fee proposed for these services. (5%) 6. Fee. (35%) Interviews are not anticipated to be utilized as part of proposal evaluation. 179 Resources Past Performance & Experience Construction Personnel Public Engagement Fee Reviewer #1 Resources/Design Personnel Past Performance & Experience Construction Personnel Public Engagement Total Cost Fees Overall Score Roadway & Trail Design Surface Water & Storm Sewer Sanitary Sewer & Watermain Private Utility Coordination 10%10%10%5%10%10%5%5%$35%100% Alliant/SRF 8%7%8%5%6%4%1%4%945,578.00$ 26%69% WSB 7%5%2%2%7%7%2%2%690,076.00$ 35%69% Kimley-Horn 8%8%9%2%7%7%4%2%929,375.00$ 26%73% Reviewer #2 Resources/Design Personnel Past Performance & Experience Construction Personnel Public Engagement Total Cost Fees Overall Score Roadway & Trail Design Surface Water & Storm Sewer Sanitary Sewer & Watermain Private Utility Coordination 10%10%10%5%10%10%5%5%$35%100% Alliant/SRF 9%8%9%5%9%4%1%5%945,578.00$ 26%76% WSB 8%6%5%3%7%8%3%4%690,076.00$ 35%79% Kimley-Horn 7%10%7%2%8%9%4%3%929,375.00$ 26%76% Reviewer #3 Resources/Design Personnel Past Performance & Experience Construction Personnel Public Engagement Total Cost Fees Overall Score Roadway & Trail Design Surface Water & Storm Sewer Sanitary Sewer & Watermain Private Utility Coordination 10%10%10%5%10%10%5%5%$35%100% Alliant/SRF 7%7%8%3%8%6%3%3%945,578.00$ 26%70% WSB 5%2%4%2%4%4%3%4%690,076.00$ 35%63% Kimley-Horn 7%9%7%3%5%7%4%3%929,375.00$ 26%70% Reviewer #4 Resources/Design Personnel Past Performance & Experience Construction Personnel Public Engagement Total Cost Fees Overall Score Roadway & Trail Design Surface Water & Storm Sewer Sanitary Sewer & Watermain Private Utility Coordination 10%10%10%5%10%10%5%5%$35%100% Alliant/SRF 6%8%6%3%7%7%3%5%945,578.00$ 26%71% WSB 6%6%9%4%6%7%3%5%690,076.00$ 35%81% Kimley-Horn 10%7%9%3%9%9%5%3%929,375.00$ 26%81% Reviewer #5 Resources/Design Personnel Past Performance & Experience Construction Personnel Public Engagement Total Cost Fees Overall Score Roadway & Trail Design Surface Water & Storm Sewer Sanitary Sewer & Watermain Private Utility Coordination 10%10%10%5%10%10%5%5%$35%100% Alliant/SRF 9%8%8%4%8%8%3%3%945,578.00$ 26%77% WSB 9%9%8%5%10%9%4%5%690,076.00$ 35%94% Kimley-Horn 7%7%8%4%7%7%4%3%929,375.00$ 26%73% Average between all reviewers Resources/Design Personnel Past Performance & Experience Construction Personnel Public Engagement Total Cost Fees Overall Score Roadway & Trail Design Surface Water & Storm Sewer Sanitary Sewer & Watermain Private Utility Coordination 10%10%10%5%10%10%5%5%$35%100% Alliant/SRF 8%8%8%4%8%6%2%4%945,578.00$ 26%72% WSB 7%6%6%3%7%7%3%4%690,076.00$ 35%77% Kimley-Horn 8%8%8%3%7%8%4%3%929,375.00$ 26%75% Galpin Boulevard Improvements (Project PW 176B) Completeness and quality of the proposal including a demonstrated understanding of the scope as it relates to the stated goals of the project and conformance with the RFP: Resources of firm and experience of key personnel identified to perform the scope of services through design and bidding. Availability of designated consultant staff and innovative mechanisms proposed to benefit the design and meet the project schedule is a portion of this criteria. (10%) Cost to perform all items identified to be completed within the RFP. (35%) (A) Roadway and trail design (10%) (B) Surface water treatment and storm sewer conveyance design (10%) (C) Sanitary sewer and watermain design (10%) (D) Private utility coordination (5%) Past performance on similar projects and experience on City and County projects, including experience working in this corridor. (10%) Public engagement shall be evaluated based on the value added to the project in comparison to the fee proposed for these services. (5%) Key construction personnel performing observation and administration services. (5%) Completeness Completeness/Quality of Proposal Completeness/Quality of Proposal Completeness/Quality of Proposal Completeness/Quality of Proposal Completeness/Quality of Proposal Completeness/Quality of Proposal 180 A PROPOSAL FOR Galpin Boulevard Improvements City Project No. PW176B FOR CITY OF CHANHASSEN 181 701 XENIA AVE S | SUITE 300 | MINNEAPOLIS, MN 55416 | TEL: 763.541.4800 | FAX: 763.541.1700 | WSBENG.COMFebruary 16, 2022 George Bender, PE Assistant City Engineer City of Chanhassen P.O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 Re: Proposal for Galpin Boulevard Improvements: City Project No. PW 176B Dear Mr. Bender, By teaming with WSB, the City can trust that the project will be a success by enhancing Galpin Boulevard for the traveling public, creating a multi-modal corridor with safety and operations being key components. This is because WSB has successfully worked within the City of Chanhassen and for Carver County in the past. We understand the importance and energy that the staff of both agencies put towards ensuring a comprehensive process is followed , leading to high quality plans and ultimately a great project. WSB Team with Vast Experience | WSB has assembled a quality team of individuals that are experts in their field. The team will be led by Andrew Plowman, PE, who has been at the forefront of many projects of similar magnitude. He knows how to work with an extensive team and specifically has worked with the professionals on this team to deliver high quality projects. Andrew is a firm believer in constant, effective communication and ensuring that milestones are achieved. Roundabout Expertise | In addition, Andrew is considered a roundabout expert as he has successfully designed well over 100 roundabouts since 2005, including successfully designing Minnesota’s first mini-roundabout. His knowledge of roundabouts makes him particularly knowledgeable about where roundabouts are a viable option and where other alternatives should be considered. Public Engagement | Public engagement will be a key component to this project and be lead by Brad Hamilton. He will ensure that the process is transparent, informative and direct. He will work with the team and City’s project manager to ensure the process reaches all stakeholders and that all voices are heard. We very much appreciate this opportunity to submit our qualifications on this project and look forward to the possibility of working with you on this important project. WSB acknowledges receipt of Addendum 1, dated February 14, 2022. If you should have any questions about our proposal, please contact me at 612.360.1311 or aplowman@wsbeng.com. Sincerely, WSB Andrew Plowman, PE Project Manager 182 701 XENIA AVE S | SUITE 300 | MINNEAPOLIS, MN 55416 | TEL: 763.541.4800 | FAX: 763.541.1700 | WSBENG.COMTABLE OF CONTENTS Firm Overview ...................................................1 Project Understanding ....................................2 Work Plan .........................................................5 Project Team ...................................................16 Project Experience ........................................20 Consultant Fee ...............................................25 Key Personnel Resumes ................................27 Non-Key Personnel Resumes ........................35 183 Firm Overview | 1 550+ STAFF 30+ SERVICE AREAS 15 OFFICES 5 STATES Forge ahead. WSB is a design and consulting firm specializing in engineering, community planning, environmental, and construction services. Together, our staff improves the way people engage with communities, transportation, infrastructure, energy and our environment. We offer services that seamlessly integrate planning, design and implementation. We share a vision to connect your dreams for tomorrow to the needs of today— the future is ours for the making. Alternative Project Delivery | Biogas | Bridges & Structures | City Engineering | Community Planning | Constructability Review | Construction Materials Testing & Special Inspection | Contractor Modeling | Drinking Water | Economic Development | Environmental Compliance | Geohazard Risk Management | Geospatial | Geotechnical Engineering | GIS Services | Grants & Funding | Health & Safety Compliance | Intelligent Transportation Systems | Investigation & Remediation | Land Development | Landscape Architecture | Managed Services | Natural Resources | Pavement Management | Pipeline | Project Management & Construction Administration | Public Engagement | Public Works Management | Right of Way | Roadway Design | Smart Cities | Solar | Survey | Technology Solutions | Traffic Engineering | Transit Planning | Transportation Planning | Urban Design | Vibration Monitoring | Visualizations | Water Resources | Water Reuse | Wind Firm Overview 184 Project Understanding | 2Proposal for Galpin Boulevard Improvements for the City of Chanhassen Project Understanding The City of Chanhassen, by partnering with WSB, can trust that the improvements on Galpin Boulevard will accomplish the goals of creating a safe and operationally-efficient corridor. WSB will help to ensure that the residents, travelers through the corridor and elected officials will feel heard and well-informed throughout the project while being efficient to meet the construction deadline in 2023. This is because the WSB team has a proven track record of successfully designing similar corridor improvement projects, leading a successful public engagement campaign that is transparent, comprehensive and inclusive, and developing innovative concepts that are analyzed as options to enhance the safety and operations. While using the previous study as a guide, WSB will also look at the corridor from a fresh perspective to determine the best solutions. Galpin Boulevard in one of five north-south connections extending from Highway 5, within Chanhassen, and is listed as a major collector and an Important Transportation Facility in the City’s 2040 Comprehensive Plan. The road is currently under Carver County jurisdiction and is designated as County Road 117, however the roadway takes on characteristics more associated with a local connector. Carver County indicates a desire to turn Galpin Boulevard over to the City, however improvements are necessary before a turnback can be completed. 185 Project Understanding | 3Proposal for Galpin Boulevard Improvements for the City of Chanhassen The majority of Galpin Boulevard is a two-lane rural section built in the 1950s; the portion from Highway 5 to West 78th Street is a four-lane urban section built in the early 2000s when West 78th Street was constructed. The City’s 2040 Comprehensive Plan projects that the traffic volumes will increase on the road, partially due to the new single-family developments adjacent to the corridor such as “Vistas and Bentz Farms” and “The Park”. Galpin Boulevard will remain a two-lane road and will be urbanized with improvements such as turn lanes or roundabouts proposed at some intersections. Traffic control at the intersections are as follows: -Side street stop condition at West 78th Street -Three-way stop at Brinker Street -Side street stop condition at Longacres Drive -Four-way stop at Lake Lucy Road -Side street stop condition at Pheasant Drive The Preliminary Design Study dated August, 2018 includes transformation to an urban section for the length of the corridor, a full-sized roundabout at West 78th Street and mini roundabouts at the Brinker Street and Lake Lucy Road intersections and trails on both sides of the roadway. As mentioned, these recommendations will be subject to verification by WSB, which is one of the first tasks proposed. WSB will develop an updated layout that includes alternatives and a detailed summary of options. Public engagement is extremely important on this project not only for the design team and the City to understand the issues but also to communicate the alternatives effectively, efficiently and in a transparent manner. Since the WSB team will be taking a fresh look at the corridor and developing alternatives, this will help bring the residents and travelers of the corridor along at a pace that will build confidence in the project and the process. WSB will work with the City to develop the project goals for the corridor and share those consistently during the public engagement process and convey how each alternative fits with those goals. Additional project considerations include design speed and concrete versus bituminous roadway surface. Once turned back to the City, Galpin Boulevard will serve as a local collector road and will be on the City’s Municipal State Aid System with the Minnesota Department of Transportation (MnDOT), therefore the final design is subject to approval by the MnDOT State Aid office. Additional paving components to the project include a new parking area around Well 3 with consideration to a new entrance location to improve safety, and rehabilitation of the Sugar Bush Park parking lot at Well 9. 186 Project Understanding | 4Proposal for Galpin Boulevard Improvements for the City of Chanhassen As mentioned, trails and multi-modal considerations will be heavily considered. Eight-foot wide bituminous trails currently exist within the project corridor at the following locations: -East and west sides from TH 5 to ~240’ north of W 78th, -East side to from ~240’ north of W 78th to Brinker Street -West side from Brinker Street to Topaz Drive, -East and West sides from Topaz Drive to Lake Lucy Road, and -West side between Lake Lucy Road and Pheasant. This section of the trail is directly adjacent to Galpin Boulevard. Chanhassen residents are avid users of the City’s trail system and ten-foot wide bituminous trails are proposed along both sides of Galpin Boulevard from TH 5 to Lake Lucy Road. This allows for a key connection to the sidewalk at Paisley Path. A 10-foot wide trail on the east side is proposed from Lake Lucy Road to the Shorewood city limits. The City of Shorewood requests a connection to their trail system. If extension of the trail further north into Shorewood is deemed feasible, the project scope would be amended accordingly. The project presents an opportunity to install utility improvements within the corridor. Storm sewer improvements include the installation of pipe within the reconstructed roadway and constructing storm water management facilities to treat the runoff and control discharge rates. Trunk and lateral watermains within the project corridor service the high- and low-pressure zones in the City. Raw watermain extending from Wells 3, 9 and 15 are also within the project area. The project will entail the realignment of the watermain at Hunter Drive and minor maintenance to the water system, such as replacement of valve bolts and hydrant and curb stop repairs as directed. Some of the watermain in the corridor is very deep and warrants analysis to determine if it should be replaced with the project. Trunk and lateral sanitary sewer exist within the project corridor. The condition of the pipes will be evaluated using the city’s televising and WSB will inspect the manholes to observe their condition. This information will be used to determine repair or replacement needs. A sanitary sewer analysis will be completed to determine how to best serve the single-family properties between Lake Lucy Road and Crestview Circle with sanitary sewer. The right of way width varies between 66 and 145 feet, with the majority of Galpin Boulevard within a 100’ wide right of way. While most of the proposed improvements will be covered by the existing right of way, some temporary and permanent easements will be necessary. The project team will focus on identifying the proposed right way needs as early in the process in order to keep the project on schedule. 187 Work Plan | 5Proposal for Galpin Boulevard Improvements for the City of Chanhassen Work Plan TASK 1 Project Management IT IS ANTICIPATED THE PROJECT WILL INCLUDE SEVERAL MEETING TYPES INCLUDING: • City Council (2) • Neighborhood (2) • Agency and staff (up to 6) • Individual Property Owner (10) • Preconstruction • Weekly Construction • PMT Meetings – see below WSB proposes bi-weekly project management team (PMT) meetings to keep City and County staff informed and have the ability to discuss design aspects and progress of the project. These PMT meetings will include a detailed agenda, sharing of the PMP and minutes after the meetings to ensure those unable to attend stay on-track with the project. Andrew will also meet via phone or virtual meetings with the City’s project manager to discuss weekly progress and any imminent design ideas that cannot wait until the next PMT meeting. Overall, Andrew will focus on continuous and effective communication with the City’s project manager and the project team to avoid challenges that will cause significant delays to the project. Andrew Plowman, PE, will be the project manager. He will work closely with the City’s project manager and the WSB team to ensure the project stays on schedule and design alternatives and recommendations are efficiently conveyed to the City, stakeholders and agencies. This will be accomplished with the use of a Project Management Plan (PMP) that will be a living documents that includes schedule milestones and associated progress, risk identification and mitigations, cost implications and a design decision log. 188 Work Plan | 6Proposal for Galpin Boulevard Improvements for the City of Chanhassen TASK 2 Design Pedestrian and bicycle connections will be evaluated to confirm sidewalk and trail improvements meet the goals of the project. This evaluation will focus on safety, connectivity, constructability, and right of way impacts and will be coordinated with the City of Shorewood to allow for future connection of trail systems. WSB will utilize contractor-style estimating and insights to verify the appropriate pavement design within the context of today’s market. Additionally, WSB will apply the latest Performance Based Practical Design guidelines for State Aid projects to identify creative solutions to meet project goals in the most cost-effective manner possible. WSB will assemble the preliminary design recommendations in a MnDOT-style layout for approval by they city and county prior to entering final design. Construction Plans Final design will reflect the staff approved preliminary design in the form of 60, 90, and 100 percent plans. Plans will be submitted to Chanhassen, Carver County, private utilities, and permitting agencies at the 60, 90, and 100 percent design milestones for review, comment, and approval. In addition, plans will be submitted to MnDOT State Aid at the 90 and 100 percent design stages. WSB will also deliver specifications at the 90 and 100 percent design milestones. All comments received during the agency review periods will be incorporated in the plans. WSB will prepare a table of comments and responses indicating how each comment was addressed. Review of Preliminary Design WSB will conduct a thorough review of previously complete preliminary design documents and layouts, but will use the initial design and study as a guide as opposed to just moving right into the full design phase. WSB will take a fresh look at the data and develop ideas with the intent of balancing impacts and cost while ensuring the goal of creating a safe, multi-modal and efficient corridor stays at the forefront. This review will focus on the evaluation of intersection control at West 78th Street, Brinker Street, and Lake Lucy Road. WSB will provide updated traffic analysis to include additional volume from the recently completed residential neighborhood development as well as the latest crash data available. The proposed WSB team has a strong backlog of successful roundabout projects and has the expertise to identify the strengths and weaknesses of various intersection control designs. That expertise will be leveraged to ensure the appropriate intersection control is identified and that the detailed elements of that intersection control enhance operations and safety of multi-modal traffic within the corridor. Each intersection will include analysis of multiple intersection options, recommendations will be created accompanied by a concept developed on an aerial drawing. The same analysis will be completed for the corridor, which will include options for lane widths, configuration of lanes and turn lanes and whether the corridor itself is shifted one direction or another along the corridor to avoid topography or right of way limitations. 189 Work Plan | 7Proposal for Galpin Boulevard Improvements for the City of Chanhassen Traffic Reports Depending on the type of intersection control, WSB will prepare Roundabout Justification Reports or Intersection Control Evaluations and work with city, county, and MnDOT State Aid staff for approval. These reports will be based on existing roadway configuration and control, crash and operations analysis, intersection warrants, access spacing, system consistency, cost/ benefit analysis, and other relevant factors. WSB will also develop a traffic management plan including a construction staging memorandum, staging and traffic control plans, and time and traffic special provisions. The traffic management plan will aim to balance the demands of traffic with the safety, efficiency, and cost of construction. Alternatives will be compared in a benefit/impact evaluation which will be presented to the city and county. Storm Sewer WSB will review and confirm the preliminary hydraulic design including recommended ponding locations. WSB will incorporate input from Riley-Purgatory-Bluff Creek Watershed District and Minnehaha Creek Watershed District during final design. Along with the final plans and permitting, WSB will prepare a hydraulic report that meets State Aid requirements and outlines discussions and assumptions related to the drainage design. Rate control, volume control, and water quality needs will be refined and updated based on final proposed surface improvements. Storm sewer design will be completed consistent with State Aid requirements and impacts to existing ditches will be evaluated to verify drainage conveyance. The hydraulic report will also define contributing drainage area from each agency as well as private developments to each BMP and storm sewer system. Sanitary Sewer Trunk and lateral sanitary sewer exist within the project corridor. WSB will review the City’s televising records and provide recommendations regarding maintenance or repair to the system. We will use our comprehensive inspection forms and 360° panoramic images to document the condition of the manholes and provide the city with detailed reports of the condition, including a GIS-enabled application that stores the gathered data and the 360° images and a summary of recommended maintenance and repairs. Using survey data, city sanitary sewer as-built information, and any low floor elevation information within the City’s building files, WSB will analyze the data to determine if extension of sanitary sewer is feasible to the existing homes at 6691, 6681, 6651, 6621 and 6591 Galpin Boulevard. A memorandum summarizing the findings and recommendations will be delivered to the city. Cost Estimating WSB will provide cost estimating throughout the life of the project and estimates will be prepared in accordance with Carver County cost-sharing policy and the project cost-sharing agreement. WSB will work with the city and county to identify funding sources . 190 Work Plan | 8Proposal for Galpin Boulevard Improvements for the City of Chanhassen Watermain Trunk, lateral and raw watermains exist within the project corridor serving both the high- and low-pressure zones in the city. Known improvements include the realignment of the pipe at Hunter Drive to improve operations and system performance and minor maintenance on remaining watermain, such as replacement of valve bolts and hydrant and curb stop repairs as directed. Portions of the trunk and lateral ductile iron watermains serving the low-pressure zone are 15 feet deep or more. WSB will examine available data from the city such as as-built information and repair records for watermain breaks, valves, hydrants and curb stops within the area to determine the actual depth of the pipe to the extent possible. A technical memorandum will be provided to the city comparing the cost and life cycle analysis of leaving the pipe or replacing it, along with a recommendation. Our proposal assumes that this watermain will not be replaced. Should the City opt to replace the watermain an alternate schedule and additional budget will be discussed at that time. Private Utility Coordination WSB’s approach to utility coordination focuses on early identification of utility company decision-makers and relocation of impacted utilities within the context of the overall project schedule. WSB will follow MnDOT’s 12-step Utility Coordination Process and all city and county utility and right of way ordinances. Utility data collection will include an initial GSOC and field survey. WSB will distribute utility contact information, track correspondence with utility companies, facilitate Utility Information and Utility Design Meetings and complete meeting minutes. The project team will create a 3D model of existing and proposed utilities and perform clash detection to identify conflicts. Utility Conflict Plan Sheets will be developed and will facilitate communication of conflicts to all parties. WSB will work with Xcel Energy to further refine costs for burial of overhead facilities and coordinate location and timing of this work should the city move forward with this option. Obtain Necessary Permits Close coordination with reviewing and approving agencies will begin during confirmation of the preliminary design and will continue into final design and permitting as mitigation is identified. Approvals for impacts to environmental resources may be needed from several entities including: MPCA, RPBCWD, MCWD, and MnDNR. Work within TH 5 right of way will require a MnDOT permit. Public utility improvements will require MDH and MPCA permits and impacts to MCES facilities will require MCES permitting. The proposed project schedule will be maintained during permitting by prioritizing early and continual communication with regulatory agencies to solicit early comments and gain consent for proposed impacts prior to submittal of formal permit applications. WSB will evaluate the ability to utilize BWSR Road Replacement Program for any wetland impacts which could result in an overall project savings. WSB will prepare all permit documentation, including alternatives analysis, project purpose and need, and exhibits necessary for the applications and provide design modification suggestions to minimize impacts, if appropriate. 191 Work Plan | 9Proposal for Galpin Boulevard Improvements for the City of Chanhassen TASK 3 Surveying This work includes complete topographic survey of existing conditions. Utilities will be surveyed based off available as-builts and Gopher State One Call utility locates. WSB will ensure compliance with City of Chanhassen and Carver County CAD standards and best management practices and will coordinate with the county surveyor as necessary. Our survey team will gather detailed data and generate accurate base files. WSB will establish durable horizontal and vertical control based on published geodetic monuments throughout the project corridor prior to data collection. WSB’s drone crew will complete a flight of the corridor and generate a complete project reality mesh. Our advanced data capture will allow our design team to fully understand existing 3D conditions, enabling them to make decisions that traditional survey data does not produce. Traditional GPS and total stations shall be used to collect supplemental topography and Digital Terrain Model information as needed. ROW Identification and Assistance WSB will provide the city and county with proposed right of way (both permanent and temporary) linework and supporting exhibits. The city will assist in right of way negotiations and appraisals if necessary. WSB will compare construction limits to existing right of way information to draft proposed right of way impacts. WSB will draft proposed acquisitions to minimize costs to the city and allow for smooth translation into legal descriptions and parcel sketches. Bidding Services WSB will oversee any of the following elements of the bidding process at the city’s request in order to create a competitive and fair bidding environment. At the city’s request, WSB will submit the advertisement for bids, distribute plans and specifications, maintain the plan holders list, and respond to bidder questions. If necessary, WSB will prepare addenda including plan and/or specification revisions. WSB will conduct the bid opening (either in-person or virtual), tabulate bids, and prepare recommendation of award letter. The bidding process will be conducted in accordance with city, county, and state aid standards and will be timed appropriately to maximize contractor interest. 192 Work Plan | 10Proposal for Galpin Boulevard Improvements for the City of Chanhassen TASK 4 Public Engagement Public engagement is a top priority and is critical to building support and trust. The WSB team, led by Brad Hamilton will provide inclusive and intentional engagement that will provide valuable public feedback. WSB’s engagement will also provide timely, accessible, and proactive communication so the community is informed and kept in the loop. WSB will collaborate with the City and the project team on lessons learned from the previous Preliminary Design Study and engagement efforts to strengthen the engagement strategies and tools, as well as maintain and build trust with the community. The WSB approach will have an overarching lens of equity, transparency, and proactive, rather than reactive communications. Neighborhood Open Houses WSB will bring a breadth of engagement experience and organize up to 3 public open house meetings. We will identify strategies to ensure the open houses are accessible to as many people as possible with particular focus on the project’s impacted neighborhoods. Online and in-person options will be made available, and our team will work to ensure the technological side of the meetings will result in a streamlined and easy-to-understand experience for participants. Open House 1 - It is anticipated that one public open house will be held early on to gather ideas, build on existing relationships, establish new community relationships, set expectations, and review what was done and what we heard from the community in the Preliminary Design Study. Open House 2 - The second will be held to present the plan, show how and why community feedback was utilized, and provide next steps. Open House 3 - The final meeting will be largely informative to prepare the community for construction and provide timelines and enforce message of where to go for continued information. In collaboration with the City and the project team, it may be determined the final 2 meetings could be combined. 193 Work Plan | 11Proposal for Galpin Boulevard Improvements for the City of Chanhassen We will organize all logistic aspects including identifying venues, arranging details with venue managers, provide audio/ video equipment as needed, and ensure all needs identified by the City are met. We will provide polished, professional- looking meeting materials, handouts, display boards, and other materials that adhere to applicable standards and are written in plain language. WSB will provide all content in accessible formats. WSB will also coordinate with the City to ensure ”notify me” updates, social media and all notifications are provided to a diverse demographic and are inclusive of all communities. Proactive Strategic Communications The WSB team will support the City with up-to-the-minute project updates for social media and website. Throughout the engagement efforts, the WSB team will emphasize consistent messaging for where the community can find answers, provide feedback, and ask questions. WSB can provide the City with email and telephone hotlines as needed. All communications and materials will clearly drive the public to the City’s website for accurate information and feedback opportunities. WSB’s strategic communication support will ensure proactive communication by making sure timelines for engagement opportunities and project timelines are kept up-to- date and easy to access. Clear communication of all timelines promotes community trust and transparency. Tracking & Reporting The WSB team will provide summaries following all events and meetings, as well as draft and final summary engagement and communications report upon completion. The report will include details of engagement, schedule and how each strategy and tool utilized achieved equitable and inclusive engagement with the community. The report will summarize lessons learned that can be taken forward for future city endeavors. WSB will track all public comments, responses, and feedback throughout the duration of the project up to and including post-completion. ADDED VALUE: ONLINE ALWAYS OPEN - OPEN HOUSE Our team can provide an online open house option that can be available for those unable to attend a “set” open house. The materials and feedback opportunities can mirror the “live” open house with presentations, comment maps, and Q&A options. This tool provides access to those that cannot participate in traditional open house settings or times. This always open, open house can be linked directly from the City’s website. 194 Work Plan | 12Proposal for Galpin Boulevard Improvements for the City of Chanhassen FRONT LAWN CONVERSATIONS, AND/OR CURBSIDE CHATS We will develop and support deployment of interactive, place-based, on the street facilitators guides to obtain first-hand detailed observations and feedback. To engage community, build visibility and awareness, and learn and build from local knowledge, we find one of the most powerful tools to engagement and shaping a shared vision for the future is taking to the street. SURVEYS We will develop and deploy easy-to-use surveys that can be implemented in numerous settings with various stakeholders and organizations throughout the process. All surveys can easily be formatted for online or paper surveys. POP-UP EVENTS The WSB team will attend and provide materials for up to 3 community/neighborhood events. This approach allows us to bring the project and feedback opportunity to places where people are already gathering. WSB will provide a table or booth with City-branded signage and materials to build visibility and awareness while also inviting feedback. These activities promote human-centered design and foster multi-disciplinary and multi-perspective collaboration. We find this to be one of the most powerful tools of involvement by reaching audiences who might not always be following or aware of projects. OPTIONAL ENGAGEMENT TOOLS: 195 Work Plan | 13Proposal for Galpin Boulevard Improvements for the City of Chanhassen TASK 5 Construction Staking, Observation, Administration, and As-Builts Project Management Paul Kyle, PE will serve as Construction Project Manager and will handle quality control, staff scheduling, adherence to schedule and budget, monthly progress monitoring and reporting, and invoice preparation. Contract Administration Once the construction contract is awarded, WSB will schedule a preconstruction conference with the city, county, and contractor. At the preconstruction conference, WSB will address schedule, project concerns, agency coordination, project submittal review, and contractor’s approach to the project. As the project progresses, WSB will monitor the project schedule, review submittals, and prepare extra work documentation if needed. An important success factor to this project is the thorough documentation of project materials. WSB will ensure that all of these standards are adhered to and completed in a timely manner. Construction Observation The WSB inspection team has extensive experience working on challenging projects similar to the Galpin Boulevard Improvements. We understand the potential issues that may arise during construction and how to resolve them quickly and efficiently to successfully deliver this project. By establishing process controls on the construction activities, we can ensure that the contractor understands expectations on the project. Our staff will be on site full-time to review the contractor’s progress and inspect work as it happens. Our procedures ensure the project is delivered per the project plans, provisions, and applicable permits. Our inspectors will be available to respond to project related issues at any time during construction and will coordinate activities with the city for any revisions. Our inspectors will use documentation software compatible with city best practices which will mean more efficient transfer of project information and pay vouchers. Our inspection staff will measure and document the project quantities for incorporation into monthly pay estimates and submit to the city for review. Once the work is completed, our staff will prepare a final punch list and verify items are addressed in a timely manner. Construction Staking WSB will provide staking during construction in a timely and accurate manner. WSB surveyors will be available to stake project elements and coordinate with project inspectors and the contractor with 24-hour notice. As-Builts Upon completion of the work, WSB will prepare an as- built copy of the plans for future use by the city. This will include CAD files compatible with city standards and a PDF plan set for record keeping. 196 Work Plan | 14Proposal for Galpin Boulevard Improvements for the City of Chanhassen TASK 6 Optional Task – Visualization WSB can provide visualizations of the corridor and/or affected parcels to help educate and garner support from the public, build consensus on the project, and resolve right of way negotiations. This may include photographic renderings, fly-through video simulations, and/or traffic modeling. TASK 7 Optional Task – 4D/5D As an optional task, WSB can perform 4D/5D scheduling on the project to tie WSB’s 3D model to the contractor’s schedule and/or project materials. This service allows for early identification of scheduling issues and a transparent view of construction budget. OPTIONAL TASKS: 197 Work Plan | 15Proposal for Galpin Boulevard Improvements for the City of Chanhassen Proposed Schedule DESCRIPTION 2022 2023 2024 MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN DESIGN REVIEW OF PRELIMINARY DESIGN CONSTRUCTION PLANS TRAFFIC REPORTS COST ESTIMATING STORM SEWER SANITARY SEWER WATERMAIN PRIVATE UTILITY COORDINATION OBTAIN NECESSARY PERMITS ROW IDENTIFICATION AND ASSISTANCE BIDDING SERVICES SURVEY MEETINGS PMT MEETINGS CITY COUNCIL MEETINGS PRE-CONSTRUCTION MEETING WEEKLY CONSTRUCTION MEETINGS PUBLIC ENGAGEMENT NEIGHBORHOOD OPEN HOUSE NEIGHBORHOOD MEETINGS CONSTRUCTION STAKING, ADMINISTRATION, AND AS-BUILTS CONSTRUCTION STAKING, OBSERVATION, AND ADMINISTRATION AS-BUILTS TASK DURATION SUBTASK DURATION CITY COUNCIL MEETINGS PRE-CONSTRUCTION MEETING NEIGHBORHOOD OPEN HOUSE NEIGHBORHOOD MEETINGS 198 Project Team | 16Proposal for Galpin Boulevard Improvements for the City of Chanhassen Project Team City of Chanhassen Andrew Plowman, PE PROJECT MANAGER Adam Jessen, PE DESIGN LEAD/ UTILITY COORDINATOR Alyson Fauske, PE CLIENT/AGENCY NEIGHBORHOOD LIAISON Brad Hamilton PUBLIC ENGAGEMENT Greg Johnson, PE SANITARY & WATERMAIN LEAD Bill Alms, PE WATER RESOURCES Adam Gadbois, PE SANITARY & WATERMAIN SPECIALIST KEY PERSONNELKEY:SUPPORT PERSONNEL Paul Kyle, PE CONSTRUCTION ADMIN Jeff Frahm CONSTRUCTION INSPECTOR Jeff Christianson VISUALIZATION Mike Molitor 3D DESIGN SPECIALIST Kelsey Utley, PE 4D DESIGN SPECIALIST Ben Barker RIGHT OF WAY Jon Chiglo, PE PRINCIPAL ADDITIONAL RESOURCES: PROJECT CONTROLS WSB’s experience working for the City of Chanhassen and Carver County will provide a seamless coordination of tasks. In addition, our work on similar projects will provide they city and county with a highly qualified, experienced, and synergized team. 199 Project Team | 17Proposal for Galpin Boulevard Improvements for the City of Chanhassen Andrew Plowman, PE PROJECT MANAGER Andrew is the proposed project manager and roundabout design expert for the project. In Andrew’s 21 years with WSB he has successfully led corridor projects that have been similar to Galpin Boulevard, ones that involved conversion to full urban sections, with a goal of creating a safe and efficient, multi-modal corridor and those that included the analysis and implementation of roundabouts. He is an expert on state aid standards and innovative approaches to both balance the goals of the project while being mindful of budget and right of way constraints. This was very evident with the Douglas Drive project in Golden Valley that incorporated the transformation of the roadway and coordinating and balancing between stakeholders that at times had opposing goals. Andrew is also one of the preeminent roundabout designers in the State of Minnesota. He has designed well over 100 roundabout since 2005 and spoken on the national level regarding his experiences. Andrew is currently serving on the State Aid Committee to re-write the state aid policy guide on the implementation of roundabouts. Andrew is passionate about the design of roundabouts and ensuring that they are placed at the correct locations. His intimate knowledge and experience with roundabouts allows him to know where they are appropriate and when it would be best to go with a different alternative. Much of Andrew’s experience comes as a result of repeat work with clients, as they trust him with their projects and they know he will deliver projects on-time, on-budget and of high quality. Andrew believes in over-the-top customer service to ensure clients feel the project is going in the correct direction and the goals of the project will be met. Adam Jessen, PE DESIGN LEAD / UTILITY COORDINATOR Adam will serve as Design Lead and Utility Coordinator. He will assist Andrew with roadway design, 3D modeling, and plan preparation and be responsible for private utility identification, coordination, and relocation. Adam has nine years of roadway design and utility coordination experience. He possesses a thorough understanding of MnDOT state aid design standards as well as MnDOT’s utility coordination process. Adam is proficient in the use of CAD for roadway design, 3D modeling of roadway and utility components, and plan preparation. Adam’s approach to utility coordination emphasizes early identification and engagement of key stakeholders, utilization of risk management techniques throughout the life of the project, and completion of utility relocations in a manner that is staged appropriately within the context of the overall project. 200 Project Team | 18Proposal for Galpin Boulevard Improvements for the City of Chanhassen Greg Johnson, PE SANITARY AND WATERMAIN LEAD Greg is the Director of Water/Wastewater at WSB with over 27 years of water and wastewater engineering experience in project planning, design, and construction administration of water treatment facilities as well as with groundwater and surface water supplies, water storage structures, water distribution systems, wastewater treatment facilities, and lift stations. Greg is also a water and wastewater systems design engineer and serves as a Project Manager. Greg has served as the lead process design engineer and project manager for 11 major water treatment plants, multiple municipal and park wells, the first fully biological water treatment in Minnesota, the first advanced oxidation process (AOP) water treatment plant in Minnesota, and multiple water towers and wells throughout the Midwest. Adam Gadbois, PE SANITARY AND WATERMAIN SPECIALIST Adam has seven years of municipal design and construction experience on a wide variety of projects including local residential and collector roadways, state aid routes, sewer and water utility infrastructure improvements, parks and parking lot improvements, and trail and pedestrian improvements. Adam began his career performing inspection and construction administration and leverages that extensive knowledge in his current role as a project engineer. Adam is a proven and effective project engineer in a number of communities, and concurrently acts as the Assistant City Engineer for the City of Minnetrista and has served in this role since September 2018. During his time in Minnetrista, Adam has led the design and construction administration for successful local and state aid projects, and is the City’s engineering liaison to developers for plan review, contract and construction administration, and building permit review. Alyson Fauske, PE CLIENT/ AGENCY NEIGHBORHOOD LIAISON With 20 years of engineering experience in the municipal industry, Alyson Fauske has built her career providing engineering services to public entities throughout the Twin Cities. Alyson has extensive experience working for the City of Chanhassen including communicating with residents about project design and construction. Her portfolio of work includes street and utility reconstruction, technical analysis and field observations, direct project planning and management, and comprehensive and capital planning services. Alyson’s reputation is built on her excellent collaborative and organizational skills. Her robust ability to develop strategic plans, plan and budget for capital improvements, establish schedules and initiate and maintain effective communication with project teams assist her ability to provide exceptional services as an experienced professional engineer. 201 Project Team | 19Proposal for Galpin Boulevard Improvements for the City of Chanhassen Brad Hamilton PUBLIC ENGAGEMENT Brad has over 20 years of experience in strategic development, engagement, facilitation, and relationship building. With the Minnesota Department of Transportation (MnDOT), he led the creation and strategic development of MnDOT’s Liaison Services. Brad facilitated private and public partnerships with Fortune 500 companies for emerging technologies, managed several Agency programs, and worked to advance multiple MnDOT initiatives and define policy for Central Office and District stakeholders under the direction of the Commissioner, Deputy Commissioner and Senior Leadership. His experience includes program and project management, relationship building, facilitation, conflict resolution and engagement with policymakers, community leaders, diverse communities, and industry stakeholders. Brad’s knowledge of the public and private side of projects gives him a unique ability to lead groups with opposing interests through successful collaborations and partnerships. Bill Alms, PE WATER RESOURCES SPECIALIST Bill is a project manager in WSB’s Water Resources Group with over 12 years of experience serving clients with their water resources engineering needs. Bill’s experience includes planning, design, and construction management for a wide range of water resource projects including county road and municipal storm sewer and BMP design. He has experience with the City of Chanhassen design requirements as well as navigating permitting with Riley Purgatory Bluff Creek and Minnehaha Creek Watershed Districts. He has designed hundreds of traditional and alternative storm water management systems including above and below ground infiltration, filtration and detention systems. He is also experienced in research and inspection of municipal storm water systems, hydrologic, hydraulic, and water quality modeling, watershed permitting submittals, and development plan reviews. He is a technical resource in watershed policy, planning, and capital improvement budgeting. 202 Project Experience | 20Proposal for Galpin Boulevard Improvements for the City of Chanhassen The City of Chanhassen and Carver County can expect a highly trained and responsive team with proven success working together and delivering similar projects. We have highlighted several projects our team has delivered using a similar approach and consisting of similar elements. Our goal is to draw upon these experiences to benefit the Galpin Boulevard project. Project Experience 203 Project Experience | 21Proposal for Galpin Boulevard Improvements for the City of Chanhassen CSAH 39 CLIENT: WRIGHT COUNTY LOCATION: MONTICELLO TO OTSEGO, MN COMPLETION: 2020 CSAH 39 provides east-west mobility and connectivity through the northern part of Wright County from Monticello to TH 101 in Otsego. The area experienced rapid growth and as such, the volumes on CSAH 39 increased and caused concern over safety, accessibility and mobility. Existing conditions for the project consisted of an undivided two-lane roadway with left- and right- turn lanes at some intersections along the corridor. Wright County chose WSB to develop alternatives, lead a public engagement process, provide permitting, utility coordination and complete final design plans for bidding. Our project team worked alongside county and city staff to develop a plan that provided a safe, operationally eff icient and multi-modal corridor. Final design of the project included a divided four lane roadway, three roundabouts, two off set three-quarter intersections, and a trail. “WSB delivered the project designs on- schedule and excellent quality considering all stakeholder input/feedback through regular PMT (Project Management Team) meetings.” - Virgil Hawkins, Wright County Highway Engineer KEY WSB STAFF: ANDREW PLOWMAN, ADAM JESSEN, GUS PERRON ORIGINAL BUDGET: $300,000 ACTUAL COST: $300,000 REFERENCE: VIRGIL HAWKINS | WRIGHT COUNTY ENGINEER | 763.682.7388 CSAH 39 CLIENT: WRIGHT COUNTY LOCATION: MONTICELLO TO OTSEGO, MN COMPLETION: 2020 CSAH 39 provides east-west mobility and connectivity through the northern part of Wright County from Monticello to TH 101 in Otsego. The area experienced rapid growth and as such, the volumes on CSAH 39 increased and caused concern over safety, accessibility and mobility. Existing conditions for the project consisted of an undivided two-lane roadway with left- and right- turn lanes at some intersections along the corridor. Wright County chose WSB to develop alternatives, lead a public engagement process, provide permitting, utility coordination and complete final design plans for bidding. Our project team worked alongside county and city staff to develop a plan that provided a safe, operationally eff icient and multi-modal corridor. Final design of the project included a divided four lane roadway, three roundabouts, two off set three-quarter intersections, and a trail. “WSB delivered the project designs on- schedule and excellent quality considering all stakeholder input/feedback through regular PMT (Project Management Team) meetings.” - Virgil Hawkins, Wright County Highway Engineer KEY WSB STAFF: ANDREW PLOWMAN, ADAM JESSEN, GUS PERRON ORIGINAL BUDGET: $300,000 ACTUAL COST: $300,000 REFERENCE: VIRGIL HAWKINS | WRIGHT COUNTY ENGINEER | 763.682.7388 PROJECT EXAMPLE 204 Project Experience | 22Proposal for Galpin Boulevard Improvements for the City of Chanhassen CSAH 11 (Jonathan Carver Parkway) Reconstruction CLIENT: CARVER COUNTY & CITY OF CARVER LOCATION: CARVER, MN DURATION: 2021 - 2022 The project included two miles of reconstruction and highway expansion from CSAH 40 to CSAH 61 in Carver. The project also included a new pedestrian underpass, extension of an existing underpass, two large stormwater BMPs, new turn lanes, a roundabout at 6th Street/Dahlgren Road, a new traff ic signal at Monroe Ave, signal replacement at Ironwood Drive, and signal modifications to add Flashing Yellow Arrows at the TH 212 interchange. WSB collected initial and supplemental survey data and geotechnical borings. WSB coordinated all permitting for the project, including wetlands, two watershed districts, and work in MnDOT right of way. WSB completed preliminary design, including a 30 percent project layout and a MnDOT staff approved layout for the work at TH 212. WSB completed 60 percent, 90 percent, and final plans and specifications for the roadway, drainage, signing, striping, lighting, signal, box culvert, and watermain designs. WSB completed a 3D flyover of the entire project. KEY WSB STAFF: JACK CORKLE, SUDHEER DHULIPALA, MALLORI FITZPATRICK, DEREK SCHMIDT, ANDREW PLOWMAN, ADAM JESSEN COST: REFERENCE: DAN MCCORMICK | TRANSPORTATION MANAGER | 952.466.5208 | DMCCORMICK@CO.CARVER.MN.US. PROJECT EXAMPLE 205 Project Experience | 23Proposal for Galpin Boulevard Improvements for the City of Chanhassen Local Street Improvement Projects CLIENT: CITY OF CHANHASSEN LOCATION: CHANHASSEN, MN DURATIONS: 2010, 2012, 2016, 2018 WSB has worked on several local street reconstruction projects over the years including the following neighborhoods: Red Cedar Point, Erie Avenue area, Minnewashta Heights, Minnewashta Manor, and Minnewashta Woods and surrounding streets. These projects generally consisted of reconstruction of approximately one mile of local streets, installation of new concrete curb and gutter (except for the Red Cedar Point, Erie Avenue and Minnewashta Woods Drive areas), replacement of watermain, replacement and repair of a portion of the sanitary sewer, and storm sewer system improvements. Based on this experience WSB is aware of residents’ expectations for project delivery and communication. KEY WSB STAFF: ERIC ECKMAN, NICK PREISLER, BILL ALMS ORIGINAL BUDGET: $ ACTUAL COST: $ REFERENCE: FIRST NAME LAST NAME | TITLE | ADDRESS | CITY, STATE ZIP | XXX.XXX.XXXX | EMAIL@ADDRESS. COM PROJECT EXAMPLE 206 Project Experience | 24Proposal for Galpin Boulevard Improvements for the City of Chanhassen Municipal State Aid Street Improvement Projects CLIENT: CITY OF CHANHASSEN LOCATION: CHANHASSEN, MN DURATIONS: 2017, 2018, AND 2022 WSB’s recent work on Municipal State Aid projects includes the mill and overlay of Park Road (2017), Lake Drive (2018), Lake Lucy Road (2022, pending City Council approvals). These projects included minor utility repair and rehabilitation with the Park Road project also consisting of replacement of a box culvert under the road. KEY WSB STAFF: ERIC ECKMAN, NICK PREISLER, BILL ALMS, ADAM GADBOIS, JEFF FRAHM SUBCONSULTANT: SUBCONSULTANT NAME ORIGINAL BUDGET: $ ACTUAL COST: $ REFERENCE: GEORGE BENDER, PE | ASSISTANT CITY ENGINEER | 7700 MARKET BOULEVARD | CHANHASSEN, MN 55317 | 952.227.1164 | GBENDER@CI.CHANHASSEN. MN.US ABOVE: PARK ROAD PROJECT PHOTOS, INCLUDING PICTURE OF CULVERT PROJECT EXAMPLE Municipal State Aid Street Improvement Projects CLIENT: CITY OF CHANHASSEN LOCATION: CHANHASSEN, MN DURATIONS: 2017, 2018, AND 2022 WSB’s recent work on Municipal State Aid projects includes the mill and overlay of Park Road (2017), Lake Drive (2018), Lake Lucy Road (2022, pending City Council approvals). These projects included minor utility repair and rehabilitation with the Park Road project also consisting of replacement of a box culvert under the road. KEY WSB STAFF: ERIC ECKMAN, NICK PREISLER, BILL ALMS, ADAM GADBOIS, JEFF FRAHM SUBCONSULTANT: SUBCONSULTANT NAME ORIGINAL BUDGET: $ ACTUAL COST: $ REFERENCE: GEORGE BENDER, PE | ASSISTANT CITY ENGINEER | 7700 MARKET BOULEVARD | CHANHASSEN, MN 55317 | 952.227.1164 | GBENDER@CI.CHANHASSEN. MN.US ABOVE: PARK ROAD PROJECT PHOTOS, INCLUDING PICTURE OF CULVERT 207 Consultant Fee | 25Proposal for Galpin Boulevard Improvements for the City of Chanhassen Consultant Fee TASK DESCRIPTION ESTIMATED HOURS TOTALS PROJECT MANAGER ANDREW PLOWMAN CLIENT/ NHBRHD LIAISON ALYSON FAUSKE SANITARY & WATERMAIN LEAD GREG JOHNSON RDWY DESIGN LEAD/UTILITY COORD. ADAM JESSEN SANITARY & WATERMAIN SPC. ADAM GADBOIS WATER RESOURCES ENGINEER BILL ALMS PUBLIC ENGMNT. COORD. BRAD HAMILTON ROADWAY GRADUATE ENGINEER SANITARY & WATERMAIN GRADUATE ENGINEER WATER RESOURCES GRAD. ENG. PUBLIC ENGMNT. SUPPORT CAD TECHNICIAN TRAFFIC ENGINEER CONST. ADMIN. PAUL KYLE CONST. INSPECTION JEFF FRAHM 2-PERSON SURVEY CREW CLERICAL TOTAL HOURS TOTAL COST 1 PROJECT MANAGEMENT 220 $39,828 PROJECT ADMINISTRATION 36 36 $6,912 MONTHLY PROGRESS REPORTS/INVOICING 24 8 32 $5,384 PROJECT MEETINGS 40 24 8 16 4 92 $16,976 PROJECT MANAGEMENT PLAN 16 4 20 $3,460 QUALITY MANAGEMENT 8 8 4 16 4 40 $7,096 2 DESIGN 1732 $251,634 REVIEW OF PRELIMINARY DESIGN 16 24 8 48 $7,920 CONSTRUCTION PLANS 16 8 64 32 8 140 40 40 224 36 608 $87,396 TRAFFIC REPORTS 4 8 16 24 52 $7,672 COST ESTIMATING 4 8 4 8 4 4 2 34 $4,882 ROADWAY DESIGN 12 40 64 40 156 $22,624 STORM SEWER 48 124 36 208 $28,432 SANITARY SEWER 16 64 72 24 176 $25,456 WATERMAIN 4 16 58 68 24 170 $24,772 PRIVATE UTILITY COORDINATION 4 48 16 16 84 $12,928 PERMITTING 4 8 16 16 44 $7,344 R/W IDENTIFICATION 4 8 40 72 124 $17,952 BIDDING SERVICES 8 12 8 28 $4,256 3 SURVEYING 146 $27,408 FIELD SURVEY 102 102 $20,400 BASE MAPPING AND DTM 24 24 $3,696 FIELD WALK THROUGH 8 8 4 20 $3,312 4 PUBLIC ENGAGEMENT 292 $43,164 PUBLIC ENGAGEMENT PLAN 8 8 24 4 16 60 $9,048 OPEN HOUSE MATERIALS 4 16 36 56 $7,272 OPEN HOUSE MEETINGS (3 MEETINGS)24 8 16 24 24 96 $15,112 POP-UP EVENTS 8 8 16 16 48 $7,296 SUMMARY 4 12 16 32 $4,436 5 CONSTRUCTION STAKING, OBSERVATION, ADMIN AND AS-BUILTS 2138 $313,742 PROJECT MANAGEMENT 8 40 48 $7,256 CONTRACT ADMINISTRATION 160 160 $22,880 CONSTRUCTION OBSERVATION 1530 1530 $206,550 CONSTRUCTION STAKING 300 300 $60,000 AS-BUILTS 64 36 100 $17,056 SUBTOTAL 260 60 52 268 174 80 92 292 184 168 108 540 62 200 1530 438 20 4528 $675,776 LABOR RATES $192 $182 $206 $162 $158 $172 $159 $120 $116 $118 $110 $154 $145 $143 $135 $200 $97 LABOR SUBTOTAL $49,920 $10,920 $10,712 $43,416 $27,492 $13,760 $14,628 $35,040 $21,344 $19,824 $11,880 $83,160 $8,990 $28,600 $206,550 $87,600 $1,940 TOTAL ESTIMATED COST OF SERVICES $675,776 OPTIONAL TASKS VISUALIZATION SPECIALIST JEFF CHRISTIANSEN VISUALIZATION TECHNICIAN 4D/5D SPECIALIST KELSEY UTLEY TOTAL HRS. TOTAL COST VISUALIZATION 16 40 56 $9,904 4D/5D ANALYSIS 64 64 $9,856 SUBTOTAL 16 40 64 LABOR RATES $204 $166 $154 LABOR SUBTOTAL $3,264 $6,640 $9,856 TOTAL ESTIMATED COST OF OPTIONAL TASKS $19,760 208 Appendix Key Personnel Resumes Non - Key Personnel Resumes 209 Key Personnel Resumes | 27Proposal for Galpin Boulevard Improvements for the City of Chanhassen Key Personnel Resumes Andrew Plowman, PE PROJECT MANAGER Andrew has been a project manager and lead design engineer in the Transportation Group at WSB for over 19 years. Andrew has been a project manager leading a multitude of projects from state aid projects to trunk highway projects. Andrew has been involved in preliminary and final design projects. He has worked on many projects that include multi-use trail and he understands the guidelines and how to fit the design in constricting conditions. SERVICE GROUP: Transportation REGISTRATION: Professional Engineer Minnesota #44200 EDUCATION: Bachelor of Civil Engineering, University of Minnesota, 2000 Douglas Drive (CSAH 102) Reconstruction | Golden Valley, Minnesota CLIENT: CITY OF GOLDEN VALLEY PROJECT DURATION: JAN 2014 - JAN 2016 Andrew was the project manager and lead design engineer for the project, from preliminary design through construction. He led the effort to develop the initial layouts, gain approval on the MnDOT Level One layout for the work at TH 55, manage multiple groups at WSB to ensure work was completed efficiently, and acquire the appropriate state and federal aid authorizations. In addition, Andrew engaged the private utilities about relocations before construction on the project began. This included all of the overhead utilities burying their lines. By coordinating with the utilities, the relocated lines did not conflict with future roadway work. This cooperative project between the City of Golden Valley and Hennepin County included multiple stakeholders including MnDOT, Bassett Creek Watershed District, Met Council, the Joint Waters Commission (JWC), and Three Rivers Park District. The project included two roundabouts, on-street bike lanes, sidewalk and trail improvements, sanitary and watermain replacement, retaining walls, box culvert replacement at Bassett Creek, railroad coordination with CP and UP railways, a Honeywell pond expansion, private utility advanced coordination, infiltration basin design, signal design, and streetscape improvements. Memorial Bridge & Trail Project | Shakopee, MN CLIENT: CITY OF SHAKOPEE PROJECT DURATION: 2020 - FEB 2021 City of Shakopee proposed to expand the existing trails within Shakopee Memorial park to connect pedestrians, bicyclists, and snowmobilers to the nearby MnDNR Minnesota Valley State Trail Segment. To complete this effort, 0.35-miles of 10-foot bituminous trail, and a new cast-in-place, single-span, pedestrian bridge will be constructed over Shakopee Memorial Pond. Trail extends from CSAH 101, over Shakopee Memorial Pond, and connects to the existing trail on North side of the pond. MnDNR funding was provided for the inclusion of habitat enhancements and restoration on the project. Other funding sources included: City of Shakopee, Scott County, Shakopee Mdewakanton Sioux Community, DNR grant funds (FHWA administered by MnDOT) Andrew was the final design project manager and lead design engineer and was responsible for the design of the trail which included the alignment, profile and cross sections as well as coordinating the tie-in point for the bridge. Andrew also was responsible for coordination with other agencies and bidding support. 210 Key Personnel Resumes | 28Proposal for Galpin Boulevard Improvements for the City of Chanhassen Adam Jessen, PE DESIGN LEAD / UTILITY COORDINATOR Adam has over nine years of roadway design experience. He has served as the design lead on a wide variety of corridor reconstruction projects on state aid roadways. Adam’s approach to design emphasizes early identification and engagement of key stakeholders to ensure the design is in alignment with project goals. He is very familiar with the roundabout design process and has contributed to over 40 roundabout designs. Adam is proficient in the use of CAD for geometric design, plan development, and 3D modeling of roadways and utilities. SERVICE GROUP: Transportation REGISTRATION: Professional Engineer Minnesota #55431 EDUCATION: Bachelor of Science in Civil Engineering, University of Minnesota, 2013 CSAH 11 (Jonathan Carver Parkway) Improvements | Carver, MN CLIENT: CARVER COUNTY PROJECT DURATION: SEP 2019 - CURRENT Adam served as project engineer during final design of an estimated $15 million-dollar corridor reconstruction project. The scope of work included expansion from two lanes to four lanes, shared use trails on both sides of the roadway, one roundabout intersection, two signalized intersections, and a pedestrian underpass. The project also included landscaping in the medians, roundabout central islands, and boulevards. Fernbrook Lane (CSAH 121) & Territorial Road Mini Roundabout | Maple Grove, MN CLIENT: CITY OF MAPLE GROVE PROJECT DURATION: 2020 - CURRENT Adam served as project manager for preliminary and final design of a mini roundabout at the intersection of a Hennepin County Highway and a city street. The roundabout design included an elliptical shape and surmountable central island to minimize costs, mitigate impacts to adjacent properties, and realign a skewed intersection. The project also included improvements to the intersection of Fernbrook Lane and CSAH 81, ADA enhancements, and resurfacing of Fernbrook Lane. Adam built consensus amongst multiple stakeholders including the City of Maple Grove, Hennepin County, MnDOT State Aid, and Three Rivers Park District. CSAH 102 (Douglas Drive) Improvements | Golden Valley, MN CLIENT: CITY OF GOLDEN VALLEY PROJECT DURATION: JAN 2015 - NOV 2017 Adam contributed to preliminary and final design on a project including expansion from two lanes to four lanes, two roundabout intersections, three signalized intersections, an intersection with TH 55, two railroad crossings, and a box culvert replacement at Bassett Creek. Adam also worked with the city to assess their watermain and sanitary sewer needs throughout the project. He designed watermain removal and replacement including new 16” Ductile Iron, 8” HDPE with piles, and an 18” PVC watermain. Sanitary sewer treatment included pipe lining and structure reconstruction and rehabilitation. 211 Key Personnel Resumes | 29Proposal for Galpin Boulevard Improvements for the City of Chanhassen Jon Chiglo, PE PRINCIPAL Jon has been a Principal and Project Manager in transportation for over 20 years and currently serves as the WSB Transportation Group Manager. In his role, he confirms client needs and expectations are met and manages the program and projects. Jon’s extensive experience includes program management, project management and delivery, design, construction, contract management, innovative and accelerated project delivery, and technical team supervision. Jon spent over 17 years at the Minnesota Department of Transportation (MnDOT) most recently serving as the Deputy Chief Engineer/Engineering Services Division Director. He also managed four of the top five largest projects MnDOT has administered and has worked in multiple district and Central Office roles. SERVICE GROUP: Transportation REGISTRATION: Professional Engineer Minnesota #41233 Texas #125546 EDUCATION: Bachelor of Civil Engineering, University of Minnesota, 1977 Willmar Wye (TIGER) Project | Willmar, MN CLIENT: MNDOT DISTRICT 8 This TIGER project consists of the realignment of approximately two miles of TH 12 and two miles of new BNSF rail alignment in Willmar, MN. As the WSB project manager for this $46M Public Private Partnership, Jon was responsible for overseeing activities associated with the development of the preliminary design and environmental documents. This activity included preliminary design, environmental documentation (EA/EAW), permitting, coordination with BNSF and FHWA, community involvement, communications, advising MnDOT’s project manager on alternative delivery best practices. TH 169/TH 41 (TIGER) Project | Shakopee, MN CLIENT: SCOTT COUNTY The WSB team was selected to complete preliminary design and environmental documentation for interchange improvements at the intersection of TH 169 and TH 41/CSAH 78 in Scott County. Project manager for preliminary design and environmental documentation and as the Sr. Advisor for final design. As part of the project, WSB was responsible for completing preliminary design, environmental documentation, and final design. To ensure that all interested parties were included in the project development process and had an opportunity to weigh in on their preferences, WSB developed an extensive public and agency engagement process. St. Croix Bridge | Oak Park Heights and Stillwater, MN CLIENT: MNDOT METRO While at MnDOT, Jon worked on this project which consisted of the replacement of the Historic Stillwater Bridge and reconstruction of TH 36 in Minnesota and State Highway 95. Jon was responsible for overseeing activities associated with the design-build procurement and design- build team coaching. These activities included contract administration, major bridge construction, grading, paving, pre-design, final design, permitting, environmentally sensitive areas, utilities, lighting, signing, community engagement and communications. 212 Key Personnel Resumes | 30Proposal for Galpin Boulevard Improvements for the City of Chanhassen Alyson Fauske, PE CLIENT / AGENCY NEIGHBORHOOD LIAISON With 20 years of engineering experience in the municipal industry, Alyson Fauske has built her career providing engineering services to public entities throughout the Twin Cities. Her portfolio of work includes street and utility reconstruction, technical analysis and field observations, direct project planning and management, and comprehensive and capital planning services. Alyson’s reputation is built on her excellent collaborative and organizational skills. Her robust ability to develop strategic plans, plan and budget for capital improvements, establish schedules and initiate and maintain effective communication with project teams assist her ability to provide exceptional services as an experienced professional engineer. SERVICE GROUP: Municipal REGISTRATION: Professional Engineer MN #42437 EDUCATION: Bachelor of Science in Civil Engineering, University of Saskatchewan, Canada Minnesota State Board of Architecture, Engineering, Land, Surveying, Landscape Architecture, Geoscience and Interior Design Utility Extension and Street Reconstruction Project - Maras Street, 13th Avenue and Hansen Avenue | Shakopee, MN CLIENT: CITY OF SHAKOPEE PROJECT DURATION: MAY 2021 - CURRENT This project includes extending watermain and sanitary sewer and installing a lift station and forcemain to properties currently served by private wells and septic system and reconstructing the streets. Due to past activities that took place in the project area, Phase I and II Environmental Site Assessments were completed. Improvements are expected to be installed during the 2022 construction season. Annual Street Improvement Projects | Minnetrista, MN CLIENT: CITY OF MINNETRISTA PROJECT DURATION: SEP 2018 - CURRENT The improvement projects generally consist of mill and overlay or reclamation of city streets. Minor utility improvements to storm sewer, gravity sanitary sewer, sewer forcemains and watermain valve replacements is typically included utilizing both open cut and directional drill installation methods. City Engineer | Minnetrista, MN CLIENT: CITY OF MINNETRISTA PROJECT DURATION: SEP 2018 - CURRENT Alyson’s role as City Engineer for the City of Minnetrista encompasses assisting staff with engineering- related items pertaining to the city, compiling infrastructure condition data and presenting it to the council with a recommendation for capital improvements, and coordination of the review for construction observation for development work within the city. 213 Key Personnel Resumes | 31Proposal for Galpin Boulevard Improvements for the City of Chanhassen Greg Johnson, PE WATER/WASTEWATER Greg is the Director of Water/Wastewater at WSB with over 27 years of water and wastewater engineering experience in project planning, design, and construction administration of water treatment facilities as well as with groundwater and surface water supplies, water storage structures, water distribution systems, wastewater treatment facilities, and lift stations. Greg is also a water and wastewater systems design engineer and serves as a Project Manager. Greg has served as the lead process design engineer and project manager for 11 major water treatment plants, multiple municipal and park wells, the first fully biological water treatment in Minnesota, the first advanced oxidation process (AOP) water treatment plant in Minnesota, and multiple water towers and wells throughout the Midwest. SERVICE GROUP: Water/Wastewater REGISTRATION: Professional Engineer MN #26430 WI #36036 IA #21765 ND #10078 EDUCATION: MS Civil Engineering University of Minnesota, 2002 BS Civil Engineering, University of Minnesota, 1994 West Water Treatment Plant | City of Chanhassen, MN CLIENT: CITY OF CHANHASSEN PROJECT DURATION: JUN 2016 - NOV 2018 Greg served as the project manager and lead process design engineer for the design and construction of a nine million gallon per day water treatment plant. After WSB conducted multiple neighborhood meetings and received public input, the plant was designed with a prairie themed architecture and landscaping to fit into a residential neighborhood. Based on pilot plant testing and initial evaluations, the plant was designed with pressure aeration, detention, concrete gravity filters for treating iron, manganese, and natural ammonia that exist in the city’s west well field. The Minnesota Section of APWA nominated this project for the National APWA Environment Award. Advanced Oxidation Process Water Treatment Plant | St. Anthony, MN CLIENT: ST. ANTHONY VILLAGE PROJECT DURATION: JUN 2015 – MAY 2018 Greg was the Project Manager and the Lead Process Engineer on this project. WSB provided professional engineering services to study, design, and provide construction services for a 3,500 gallon per minute (gpm) advanced oxidation process (AOP) water treatment plant to treat 1,4-Dioxane. This contaminant was detected in the groundwater aquifer that provides drinking water for the city’s wells. Three UV units were installed inside a new masonry and precast concrete building constructed adjacent to the city’s existing water treatment plant. The new building or WTP addition includes a chemical storage room for feeding hydrogen peroxide, an electrical room, and a piping gallery. The existing effluent piping from the existing greens and filters was routed into the new WTP addition, metered, and connected to the individual UV treatment units. 214 Key Personnel Resumes | 32Proposal for Galpin Boulevard Improvements for the City of Chanhassen Adam Gadbois, PE SANITARY AND WATERMAIN SPECIALIST Adam has seven years of municipal design and construction experience on a wide variety of projects including local residential and collector roadways, state aid routes, sewer and water utility infrastructure improvements, parks and parking lot improvements, and trail and pedestrian improvements. Adam began his career performing inspection and construction administration and leverages that extensive knowledge in his current role as a project engineer. Adam is a proven and effective project engineer in a number of communities, and concurrently acts as the Assistant City Engineer for the City of Minnetrista and has served in this role since September 2018. During his time in Minnetrista, Adam has led the design and construction administration for successful local and state aid projects, and is the City’s engineering liaison to developers for plan review, contract and construction administration, and building permit review. SERVICE GROUP: Municipal REGISTRATION: Professional Engineer MN #54787 EDUCATION: BS in Civil Engineering, University of Wisconsin - Madison, 2012 Lake Drive East Street Improvement Project | Chanhassen, MN CLIENT: CITY OF CHANHASSEN PROJECT DURATION: AUG 2018 - SEP 2019 This improvement project occurred along a State Aid, collector roadway, and involved bituminous mill and overlay, pedestrian and sidewalk facility improvements, traffic calming improvements, and storm sewer and watermain improvements. Adam was essential in developing the feasibility report and guiding the design through the State Aid process. The project also involved a detailed traffic control plan along a state highway, and communication with adjacent commercial property owners. 2019 Street Improvement Project | Minnetrista, MN CLIENT: CITY OF MINNETRISTA PROJECT DURATION: SEP 2018 - SEP 2019 This improvement project consisted of reconstructing multiple residential streets within the city to improve the pavement conditions, address storm drainage issues, and enhance pedestrian facilities. It also included reconstruction of the City Hall parking lot. Adam facilitated the completion of this project from initial CIP discussions with city staff and council, to geotechnical investigation, to feasibility and preliminary assessments, to final design, and finally, through construction and project closeout. This project was completed on time and under the construction and design budget. Holyoke Avenue Improvement Project | Lakeville, MN CLIENT: CITY OF LAKEVILLE PROJECT DURATION: OCT 2016 - OCT 2017 Adam served as the lead designer on this unique downtown revitalization project which involved managing and coordinating with landscape architect and electrical subconsultants. The project included traffic calming measures and pedestrian enhancements throughout the downtown corridor as well as storm sewer and pavement surface improvements. The project involved constant and efficient communication with project stakeholders and business owners from design through construction. 215 Key Personnel Resumes | 33Proposal for Galpin Boulevard Improvements for the City of Chanhassen Bill Alms, PE WATER RESOURCES SPECIALIST Bill is a project manager in WSB’s Water Resources Group with over 12 years of experience serving clients with their water resources engineering needs. Bill’s experience includes planning, design, and construction management for a wide range of water resource projects including county road and municipal storm sewer and BMP design. He has experience with the City of Chanhassen design requirements as well as navigating permitting with Riley Purgatory Bluff Creek and Minnehaha Creek Watershed Districts. He has designed hundreds of traditional and alternative storm water management systems including above and below ground infiltration, filtration and detention systems. He is also experienced in research and inspection of municipal storm water systems, hydrologic, hydraulic, and water quality modeling, watershed permitting submittals, and development plan reviews. He is a technical resource in watershed policy, planning, and capital improvement budgeting. SERVICE GROUP: Water Resources REGISTRATION: Professional Engineer MN #54301 WI #45605-6 EDUCATION: Master of Business Administration, University of Minnesota Carlson School of Management, 2019 Master of Science in Environmental Engineering, University of Nebraska – Lincoln, 2009 Bachelor of Science in Biological Systems Engineering, University of Nebraska – Lincoln, 2007 Lake Lucy Road Rehabilitation | Chanhassen, MN CLIENT: CITY OF CHANHASSEN DURATION: DEC 2019 - AUG 2020 This project included feasibility and design for drainage improvements within the 0.66-mile-long Lake Lucy Road Corridor. Bill lead the Water Resources team that completed a hydraulic assessment of existing storm sewer systems for compliance with City and MnDOT State Aide design standards as well as evaluated several maintenance improvements utilizing our extensive knowledge of the City’s Surface Water system and the WSB hosted Stormwater Asset Management Program. This project connects into the Galpin Boulevard Project Area. Permit Coordination with RPBCWD was part of the drainage design on this project. CSAH 19 and CSAH 38 Reconstruction Project | Albertville, MN CLIENT: WRIGHT COUNTY DURATION: OCT 2018 - DEC 2019 This project includes reconstruction of CSAH 19 and CSAH 38 with intersection improvements, access modifications, construction of trails, and drainage modifications. The project will include the construction of three roundabouts at the and conversion of a two-lane rural highway to three-lane roadway and four-lane divided roadways. A combination of new and existing BMPs retrofits were included as part of this project as well as coordination with two municipalities. Project included permitting through MPCA NPDES Construction Permits and MnDOT State Aide submittals. Southwest Light Rail Transit (SWLRT) | Hopkins, Minnetonka, and Eden Prairie, MN CLIENT: METRO TRANSIT DURATION: DEC 2019 - AUG 2020 This project consists of construction of 14.5 miles of light rail, paved trails, road reconstruction, and park-and-rides and stations. Bill was part of the water resources team responsible for completing the erosion and sediment control design, storm sewer design, permitting, bridge and wall drainage to meet MnDOT requirements, BMP design, and track drainage for the west segment of the SWLRT. The work also included identifying and designing BMPs to meet permitting requirements, designing storm sewer infrastructure to connect to the existing municipal and MnDOT systems, preparing water resources related to permitting documents, preparing 30%, 60%, 90% and 100% plans and specifications, quantifying wetland and floodplain impacts, completing hydraulic analysis for risk assessments, and water quality analysis of proposed BMPs. 216 Key Personnel Resumes | 34Proposal for Galpin Boulevard Improvements for the City of Chanhassen Brad Hamilton PUBLIC ENGAGEMENT Brad has over 20 years of experience in strategic development, engagement, facilitation, and relationship building. With the Minnesota Department of Transportation (MnDOT), he led the creation and strategic development of MnDOT’s Liaison Services. Brad facilitated private and public partnerships with Fortune 500 companies for emerging technologies, managed several Agency programs, and worked to advance multiple MnDOT initiatives and define policy for Central Office and District stakeholders under the direction of the Commissioner, Deputy Commissioner and Senior Leadership. His experience includes program and project management, relationship building, facilitation, conflict resolution and engagement with policymakers, community leaders, diverse communities, and industry stakeholders. Brad’s knowledge of the public and private side of projects gives him a unique ability to lead groups with opposing interests through successful collaborations and partnerships. SERVICE GROUP: Engagement EDUCATION: BA in Speech Communications, Iowa State University MEMBERSHIPS + RECOGNITIONS: Customer Centered Culture (C3) Certified MnDOT Leadership Academy 2008 ACEC/MN Distinguished Service Award 2017 Completed International Association of Public Participation’s Foundations in Public Participation Central Entrance Transportation Plan | MN CLIENT: DULUTH SUPERIOR METROPOLITAN INTERSTATE COUNCIL PROJECT DURATION: MAR 2021 - JAN 2022 As WSB develops the Duluth Central Entrance Transportation Plan, Brad is leading engagement and public involvement. Brad leads the development of the website, comment map, surveys, business and public meeting facilitation, and affirms that all stakeholders are provided transparent avenues to provide input on the plan. Rethinking I-94 Phase 2 | St. Paul, MN CLIENT: MNDOT PROJECT DURATION: JAN 2021 - CURRENT Brad is the engagement lead on this project. Rethinking I-94 is a long-term effort to improve MnDOT’s engagement and relationships with the communities in a 15-mile study area between St. Paul and Minneapolis. With a focus on easier, safer travel in the corridor, Rethinking I-94 intends to reconnect neighborhoods, revitalize communities, and ensure residents have a meaningful voice in transportation decisions that affect their lives. Brad supports public involvement through development of the Scoping Decision Document and Tier 1 EIS. Native Landscapes Restoration for 5 Interceptor Sites CLIENT: METROPOLITAN COUNCIL ENVIRONMENTAL SERVICES PROJECT DURATION: DEC 2021 - CURRENT Brad is the public engagement project manager for this 5-city landscape project. The engagement includes informing stakeholders about the existing and future construction needs and impacts, developing strategies to minimize or mitigate potential impacts, manage those impacts when they cannot be avoided, and provide educational materials about the sustainable landscape sites. Brad led the development of the virtual and in-person educational and informational programs and outreach, including website development, signs, door hangers, mailers, as well as email and telephone info-lines. 217 Non-Key Personnel Resumes | 35Proposal for Galpin Boulevard Improvements for the City of Chanhassen Non-Key Personnel Resumes Paul Kyle, PE CONSTRUCTION OVERSIGHT Paul’s responsibilities include project management, quality engineer, project design, construction inspection, contract administration, record documentation, and materials testing. He has over 12 years of experience in construction services and holds MnDOT certifications in several disciplines. He has worked in a variety of settings with munici- pal, county, and State shareholders. Paul’s experience as a contract administrator and quality assurance make him a valuable asset to the completion of an array of construc- tion projects. SERVICE GROUP: Construction REGISTRATION: Professional Engineer Minnesota #53732 EDUCATION: BS Civil Engineering, North Dakota State University, 2010 CERTIFICATIONS: ACI Concrete Field Grade I Aggregate Production Grading and Base I & II Concrete Field I & II Bituminous Street I & II Bridge Construction II Signal & Lighting II Erosion/Sediment Control Site Manager Landscape Specialist OSHA 10-Hour Safety Training Blake Road Reconstruction | Hopkins, MN CLIENT: HENNEPIN COUNTY PROJECT DURATION: APR 2018 – CURRENT Paul is a Project Engineer and Contract Administrator and performs many roles of the Project Manager for this important reconstruction and beautification project. He also works as the social media manager for the project. This is a very challenging project due to the narrow traffic staging, high-volume traffic, and coordination of access with businesses and residents along the one-mile corridor. Additional project features include one-mile of new watermain, 79,000 SF of concrete walk, Bridge # 27617 rehabilitation, and multiple block and concrete retaining walls. TH 53 & TH 135 Realignment | St. Louis County & Virginia, MN CLIENT: MNDOT PROJECT DURATION: NOV 2015 – CURRENT As a Contract Administrator and Quality Engineer for this CMGC project, Paul is overseeing the construction on this very crucial corridor between Virginia and Eveleth, MN. The bridge crossing the Rocheleau Pit will be the tallest in Minnesota when completed. The project included 175,000 yards of rock blasting and removal as well as 30-inch drill shaft piling. Opus Bridge Replacements | Minnetonka, MN CLIENT: CITY OF MINNETONKA PROJECT DURATION: APR 2020 - DEC 2020 Paul served as the Project Manager on this project. He implemented quality activities and supervised inspection and testing personnel to ensure that construction work was properly implemented, inspected, and tested. Paul was responsible for change management regarding the review and approval of project field design changes. Other duties included materials control management, ensuring methods of proper documentation were followed, managing material testing and certifications, ensured the contractor performed work in compliance with the contract, and managed documentation requirements using OneOffice. This project consisted of replacing 3 bridges with a newer slab span design by using geosynthetic reinforcement for the abutments and big block retaining walls. Other project features included multiple traffic control stages to maintain local business, city utility replacements, and coordination with the light rail project on multiple traffic control switches that affected both projects. 218 Non-Key Personnel Resumes | 36Proposal for Galpin Boulevard Improvements for the City of Chanhassen Jeff Frahm SENIOR ENGINEERING SPECIALIST Jeff has over 15 years of experience in construction services, including project management, quality engineer, project designer, construction inspection, contract administration, and materials testing. Jeff has excellent design and field experience in street, utility, storm sewer, stormwater treatment systems, grading, erosion control, pavement management, SWPPP and signing and striping / traffic control plans. Jeff’s experience consists of work in a variety of settings such as municipal, county, and state shareholders. This understanding allows project schedules and quality standards to be maintained. With all his years of service and multitude of project sizes and types, he’s developed a keen ability to quickly resolve field issues and apply the correct solution which make him an important member to any project. This was utilized while working for the City of Edina and the City of Maple Grove, where he worked with designers and residents to come up with a plan that was appealing and safe to the public and feasible to the City. SERVICE GROUP: Construction EDUCATION: AAS, Land Surveying / Civil Engineering, St. Cloud Technical College, 2006 CERTIFICATIONS: Bituminous Street I & II; Concrete Field I & II; Grading and Base I & II; Aggregate Production; Construction Site Management; Bridge Construction; Traffic Control Supervisor; Design of SWPPP Ridge at Elm Creek | Maple Grove, MN CLIENT: CITY OF MAPLE GROVE PROJECT DURATION: 2020-2022 Jeff was the lead project inspector for the Ridge at Elm Creek project, which was a new development. The project consisted of raw land being turned into a housing development. Some of the services were to clear and grub the area, locate city utilities – deep sanitary to shallow storm sewer / drain tile, including water main and services (as well as a water booster station), road subgrade preparations, granular filling of road section on top of fabric. Other portions of this project: mill and overlay to the existing streets, road widening, pond construction, box culvert installation, Utility relocation, winter concrete work, paving, temp and final restoration. One of the concerns on this project was resident access which we addressed by working around existing residents to build a new development. Fernbrook Lane / Territorial Road Roundabout | Maple Grove, MN CLIENT: CITY OF MAPLE GROVE PROJECT DURATION: 2021-2022 Jeff was the lead project inspector for the Fernbrook Lane / Territorial Road project which consisted of an existing intersection that was upgraded to a roundabout. This project was done under traffic conditions, which required an attention to detail in regards to traffic control planning. The goal was to ensure that the contractor was doing what they needed to do per traffic control recommendations and that the public was safe in the construction zone, as well as notified of upcoming changes and distractions. Jeff handled this task with ease. He had weekly meetings with contractors, county, and city to make sure all parties were aware of progress and needs. This project included clear and grubbing, city utilities – shallow storm sewer / drain tile, including water main, road subgrade preparations, granular filling of road section on top of fabric. 219 Non-Key Personnel Resumes | 37Proposal for Galpin Boulevard Improvements for the City of Chanhassen Jeff Christiansen VISUALIZATION Jeff is the Visualization Manager with more than 25 years of experience with many types of visualization projects completed, including over 450 miles of transportation engineering, parks, and trails, architectural visualization, and demonstrative evidence across the country. He is an experienced project manager in the development and final production of 3D visualizations for municipal, state, and federal projects. His ability to understand complex engineering schematics from transportation, architectural, and land planning industries allows him a unique perspective to educate stakeholders through active and passive visualizations, high-resolution stills/renderings, augmented reality, virtual reality, and mixed reality. SERVICE GROUP: Visualization EDUCATION: Bachelor of Science in Biology, Iowa State University, 1996 MEMBERSHIPS & RECOGNITIONS: TxDOT Employee Sequence: #28249 Defense Research Industry International Right of Way – Chapter 20 *Work prior to WSB US 169/TH 41 (TIGER) | Scott County, MN CLIENT: SCOTT COUNTY PROJECT DURATION: NOV 2018 – FEB 2019 Jeff managed and developed a full corridor real time 3D visualization of the newly designed US 169/ SH 41 for Scott County Transportation Services. Formats delivered included stand-alone high-definition visualization, and a real-time virtual reality experience—a first for Scott County Transportation. From the real time flight, many stills were also created to better educate specifically targeted audiences. Multiple aesthetics were shown, along with pertinent AR-based ROW parcel experiences and sun/shadow studies. Trinity River Corridor Project | Dallas, TX* CLIENT: FEDERAL HIGHWAY ADMINISTRATION AND NORTH TEXAS TOLLWAY AUTHORITY PROJECT DURATION: JAN 2007 – JAN 2016 Jeff managed, produced, and developed a full corridor 3D visualization and six alternative designs for 20 miles/10,000+ acres of land to be cooperatively developed by the City of Dallas, TxDOT, Federal Highway Administration, North Texas Tollway Authority, North Central Texas Council of Governments, and the US Army Corps of Engineers. Formats delivered included high definition, 4K video, and real-time virtual reality — a first for the North Texas Tollway Authority. Trinity Forest Spine Trail | Dallas, TX* CLIENT: CITY OF DALLAS PROJECT DURATION: JUL 2014 - FEB 2016 Jeff managed a passive 3D visualization of the Trinity Forest Spine Trail Comprehensive Master Plan for the City of Dallas (9 miles for both North and South Phase). Due to the number of agencies involvement, including North Central Texas Council of Governments, US Army Corps of Engineers, TxDOT, DART and several Class 1 railroads, multiple high-definition visualizations were produced. High resolution boards were also developed for internal meetings and all public engagement meetings. Multiple aesthetic designs for both trail composition and architecturally significant buildings/structures were shown to accommodate pedestrian, bicycle and horse traffic while maximizing habitat preservation. 220 Non-Key Personnel Resumes | 38Proposal for Galpin Boulevard Improvements for the City of Chanhassen Mike Molitor CONCEPT DEVELOPMENT Mike has a diverse background in computer aided design including the use of MicroStation ss3, Geopak ss4 with openroads, and AutoCAD Civil3D. He also possesses a working knowledge of windows operating systems and dos operating systems. He is also familiar with ancillary computer programs, both for CADD production and design, including excel, word, powerpoint, and axiom. As an engineering specialist, mike provides detail design and data management services for infrastructure engineering projects and reports to assist the design engineer. He is also responsible for design, CADD drafting, machine control data preparation, and quality control of a variety of infrastructure design projects. Mike is also proficient in the use of concept station, a conceptual design software that has 3d rendering, visualization and cost estimating capabilities to analyze several design concepts quickly. SERVICE GROUP: Transportation EDUCATION: Technical Degree – Civil Engineering Technology, St. Cloud Technical College, 1996 General Course Work, St. Cloud State University, 2002 TH 169/TH 41 (TIGER) Project | Jackson Township, MN CLIENT: SCOTT COUNTY Preliminary and final design geometric layout preparation, including cross sections, alignments, profiles, construction limits, pond grading, and earthwork. Creation of grading surfaces to be used for automated machine control grading CSAH 11 Jonathan Carver Parkway Corridor Study | Carver County, MN CLIENT: CARVER COUNTY Final design development for roadway plans including alignments, profiles, geometric layouts, cross sections and quantities. Existing conditions data collection including surfaces, roadways and util- ities. Corridors of Commerce | Statewide, MN CLIENT: MNDOT CENTRAL OFFICE Helped develop the processes used in Concept Station to create conceptual layouts that were used for visualization and cost estimating. As well as creating several site concepts and troubleshooting software issues. 221 Non-Key Personnel Resumes | 39Proposal for Galpin Boulevard Improvements for the City of Chanhassen Kelsey Utley, PE TRANSPORTATION DESIGN Kelsey, a graduate engineer with WSB, successfully balances the needs of different modal users, property owners, and environmental constraints. She is known for her attention to detail and innovative solutions to complex designs. SERVICE GROUP: Transportation REGISTRATION: Professional Engineer MN #58650 EDUCATION: Bachelor of Civil Engineering, University of Minnesota, 2016 Hennepin Avenue – Uptown | Minneapolis, MN CLIENT: CITY OF MINNEAPOLIS PROJECT DURATION: JAN 2000 - JAN 2000 Kelsey supported the City of Minneapolis in the 90 percent design of Hennepin Ave in Uptown. Her work included using 3D design to address existing constraints and incorporate proposed roadway geometrics and land developments into the design. In addition to the final design of nine transit shelters, the concept included the design of five blocks of pedestrian ramps that are ADA compliant with the use of variable curb heights throughout the project to accommodate the transit shelter design. Each intersection was modeled in 3D to maximize the drainage design of the curb returns while optimizing the ADA design. 42nd Avenue Reconstruction | Minneapolis, MN CLIENT: CITY OF MINNEAPOLIS PROJECT DURATION: JAN 2000 - JAN 2000 Kelsey was a design and construction support lead on an accelerated roadway project for the City of Minneapolis. The 24 blocks of 42nd Avenue were reconstructed beginning at Xerxes Avenue and extending East to Lyndale Avenue. Kelsey used 3D design to allow her to design this project on-time given the accelerated schedule while coordinating with the drainage team and designing 64 of the 118 pedestrian ramps that were ADA compliant and facilitated the drainage and APS design. Kelsey supported the City in the field by adding additional storm and roadway geometrics to facilitate future construction. 29th Street - Shared Use Street | Minneapolis, MN CLIENT: CITY OF MINNEAPOLIS PROJECT DURATION: JAN 2000 - JAN 2000 WSB was selected to help Minneapolis lead the development of its first shared street. This innovative project was the second of its kind in the United States. The project, located between Lyndale and Bryant Avenues, required robust community engagement with residents, elected officials, and City staff to provide a roadway flexible enough to accommodate community festivals and gatherings on 29th Street. 222 Non-Key Personnel Resumes | 40Proposal for Galpin Boulevard Improvements for the City of Chanhassen Ben Barker, SR/WA, R/W-NAC, R/W-RAC DIRECTOR OF RIGHT OF WAY Ben has over 14 years of real estate experience and has been in acquisitions and relocations for over ten years. He is experienced in land rights for government entities, renewable energy companies, and utility companies. He manages multiple complex projects and initiatives to meet business and clients’ needs. Ben is a successful project manager with experience on a variety of project types and sizes. He is an effective negotiator and works closely with the clients, design staff, and landowners to address parcel specific concerns and reach settlements fair to all parties. He is a member of the International Right of Way Association and served on the Executive Board for Chapter 20 from July 2016 to June 2021. SERVICE GROUP: Right of Way REGISTRATION: Real Estate Salesperson MN #40182265 Notary Public: MN and WI MEMBERSHIPS + RECOGNITIONS: IRWA Member (2010) IRWA, Chapter 20 Executive Board (2016-2020) IRWA Chapter 20 President (2019 - 2020) IRWA SR/WA (2015 - current) IRWA R/W-NAC (2015 - current) IRWA R/W-RAC (2015 - current) Cliff Road Trail Project | Burnsville, MN CLIENT: CITY OF BURNSVILLE PROJECT DURATION: SEPT 2019 - JUN 2020 The project team conducted negotiations for permanent and temporary easement acquisitions to accommodate the construction of a trail along Cliff Road. Parcels affected included two apartment complexes, a townhome association, four commercial parcels, and nine single-family residential parcels. The project involved turnkey acquisition services starting with title report reviews, appraisal coordination, document preparation, negotiations, audit preparation and field coordination. Lake Marion Regional Trail Project | Burnsville, MN CLIENT: CITY OF BURNSVILLE PROJECT DURATION: JUNE 2019 - APR 2020 This project involved acquisition of permanent and temporary easements from 5 parcels including 3 commercial, 1 residential and 1 townhome association for the purpose of constructing the Lake Marion Regional Trail. The project included public meetings, coordinating with appraisals, coordinating with surveyors, and negotiating the acquisitions of the easements. 175th Street West Reconstruction Project | Lakeville, MN CLIENT: CITY OF LAKEVILLE PROJECT DURATION: JUN 2020 - OCT 2020 The 175th Street West Reconstruction Project involved a 20ft wide urban roadway (curb and gutter), slope stabilization and guardrail. This project included parcel exhibits, coordination with appraisers, field title investigation, site inspections as well as negotiations of right of entry permits and permanent easements on four residential parcels. 223 1 PROFESSIONAL SERVICES AGREEMENT-WSB_Chanhassen_Galpin Blvd Imp PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this 28th day of February, 2022, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and WSB and Associates, Inc. dba WSB, a Minnesota corporation ("Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. SCOPE OF SERVICES. The City retains Consultant for the Galpin Boulevard Improvement Project Design and Construction Administration Services. 2. CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents," all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Professional Services Agreement; B. Insurance Certificate; C. The Request for Proposal dated February 3, 2022, including all Addenda (“RFP”); D. Consultant’s February 16, 2022 proposal (“Proposal”). In the event of conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts, with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 3. COMPENSATION. Consultant shall be paid by the City for the services described in the RFP and Proposal a not to exceed fee of Six-Hundred Seventy --Five Thousand Seven-Hundred Seventy-Six Dollars ($675,776.00), inclusive of expenses. Services performed directly by Consultant shall be paid at an hourly rate in accordance with the Proposal, subject to the not to exceed fee. The not to exceed fees and expenses shall not be adjusted if the estimated hours to perform a task, the number of required meetings, or any other estimate or assumption is exceeded. Consultant shall bill the City as the work progresses. Payment shall be made by the City within thirty-five (35) days of receipt of an invoice. 4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and information generated in connection with performance of this Agreement shall be the property of the City. The City may use the information for its purposes. The City acknowledges that all reports, plans, models, diagrams, analyses, and information generated in connection with performance of this Agreement are created solely for the specific project covered by this Agreement and may not be suitable for reuse on other projects. The City also acknowledges that 224 2 PROFESSIONAL SERVICES AGREEMENT-WSB_Chanhassen_Galpin Blvd Imp reuse of the reports, plans, models, diagrams, analyses, and information generated in connection with performance of this Agreement without the written verification or adaptation by Consultant will be done at the City's sole risk and without liability to Consultant. 5. CHANGE ORDERS. All change orders, regardless of amount, must be approved in advance and in writing by the City. No payment will be due or made for work done in advance of such approval. 6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 7. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional consultant under similar circumstances. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of Consultant’s services. 8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its officers, agents, and employees, of and from any and all claims, demands, actions, causes of action, including costs and attorney's fees, to the extent caused by the Consultant’s negligent performance of the services provided for herein. 9. INSURANCE. Consultant shall secure and maintain such insurance as will protect Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims for bodily injury, death, or property damage which may arise from the negligent performance of services under this Agreement. Such insurance shall be written for amounts not less than: Commercial General Liability $2,000,000 each occurrence/aggregate Automobile Liability $2,000,000 combined single limit Professional Liability $2,000,000 each claim/aggregate The City shall be named as an additional insured on the general liability policy on a primary and non- contributory basis. Before commencing work, the Consultant shall provide the City a certificate of insurance evidencing the required insurance coverage in a form acceptable to City. 10. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not an employee of the City and is free to contract with other entities as provided herein. Consultant shall be responsible for selecting the means and methods of performing the work. Consultant shall furnish any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent that Consultant or any of Consultant's agents or employees are in any manner agents or employees of the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own 225 3 PROFESSIONAL SERVICES AGREEMENT-WSB_Chanhassen_Galpin Blvd Imp FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 11. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Consultant shall comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of a month to subcontractors on any undisputed amount not paid on time to subcontractors. The minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars ($100.00) or more is Ten Dollars ($10.00). 12. CONTROLLING LAW/VENUE. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County Minnesota. 13. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Consultant receives a request to release data, Consultant must immediately notify City. City will give Consultant instructions concerning the release of the data to the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 14. COPYRIGHT. Consultant shall defend actions or claims charging infringement of any copyright or software license by reason of the use or adoption of any software, designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom. 15. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract requires, or the Consultant desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and hold harmless the City from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the services agreed to be performed under the Contract, and shall indemnify and 226 4 PROFESSIONAL SERVICES AGREEMENT-WSB_Chanhassen_Galpin Blvd Imp defend the City for any costs, liability, expenses and attorney's fees that result from any such infringement. 16. RECORDS. Consultant shall maintain complete and accurate records of hours worked and expenses involved in the performance of services. 17. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising herein, without the written consent of the other party. 18. WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 19. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 20. TERMINATION. This Agreement may be terminated by the City for any reason or for convenience upon written notice to the Consultant. In the event of termination, the City shall be obligated to the Consultant for payment of amounts due and owing including payment for services performed or furnished to the date and time of termination. 21. WAIVER OF CONSEQUENTIAL DAMAGES. Neither party shall be liable to the other for loss of profits or revenue; loss of use or opportunity; loss of good will; cost of substitute facilities, goods, or services; cost of capital; or for any special, consequential, indirect, punitive, or exemplary damages. Dated: _______________, 2022. CITY OF CHANHASSEN BY: _____________________________________________ Elise Ryan, Mayor BY: _____________________________________________ Laurie Hokkanen, City Manager Dated: _______________, 2022. WSB and ASSOCIATES, Inc. dba WSB BY: _____________________________________________ _____________________________________________ Its _____________________________________________ 227 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: February 28, 2022 RESOLUTION NO: 2022-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING ENTERING INTO A PROFESSIONAL SERVICES AGREEMENT WITH WSB & ASSOCIATES, INC. FOR DESIGN SERVICES RELATED TO THE GALPIN BOULEVARD IMPROVEMENT PROJECT WHEREAS,Galpin Boulevard is in need of pavement, utility, access, capacity, and safety improvements, and has been identified in the City’s 5-year Capital Improvement Plan (CIP); and WHEREAS,Galpin Boulevard (County Road 117) is being transferred from Carver County to City of Chanhassen jurisdictional ownership and control via mutually agreed upon Turnback and Joint Powers Agreements; and WHEREAS,the City is acting as lead for the improvement project; and WHEREAS,the improvement project requires professional design and construction administration services; and WHEREAS,the City utilized an invitation Request for Proposal process to solicit competitive proposals from qualified consulting firms; and WHEREAS,WSB submitted a responsive proposal with a fee that aligns with the requested scope and within the established project budget which was scored highest by a review committee. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes entering into a Professional Services Agreement with WSB & Associates, Inc. for design and construction administration services related to the Galpin Boulevard Improvement Project. Passed and adopted by the Chanhassen City Council this 28 th day of February, 2022. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 228 City Council Item February 28, 2022 Item Resolution 2022-XX: Approve 2022 Fleet/Equipment Purchases File No.CIP# F-127 & F-100E Item No: E.7 Agenda Section CONSENT AGENDA Prepared By Alison Albrecht, Public Works Support Specialist Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Councils adopts a resolution approving the 2022 Fleet/Equipment Purchases." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The City annually considers replacement of various vehicles in the City fleet and pieces of equipment that have reached their useful life or that are showing signs of reoccurring and/or needing major maintenance. Our vehicles and maintenance equipment must be reliable to maintain expected and appropriate levels of service. For 2022, due to the Enterprise Leasing program, there are two items for consideration: 1) replacement of plow/dump truck #127; and 2) Plow attachments for three leased pick- up trucks, These items were identified in the approved 2022 CIP and the costs are under budgeted amounts. BACKGROUND DISCUSSION 229 BUDGET Item #1 (F-127) Streets Department - Dump/Plow Truck 2022 Mack Granite 42BR $107,412 Box, hydraulics, snow plow and wing, salt spreader with prewet $119,361 Total $226,773 Budget $235,000 Item #2 (F-100E) Parks Department - Attachments (Plows) for leased vehicles Western 8' Wide Out snow plow with LED lights $7,883 2 Western 8'6" Pro Plus snow plows with LED lights $12,660 Total $20,543 Budget $120,000 RECOMMENDATION Staff recommends Council adopt a resolution authorizing the identified 2022 CIP fleet purchases. ATTACHMENTS CIP F-127 Purchase Order F-127 CIP F-100E Purchase Order F-100E Resolution 230 Capital Improvement Program City of Chanhassen, MN Contact Charlie Howley 2022 2026 thru Department Fleet - Capital Description These purchases are required to maintain a reliable truck fleet. Costs include truck chassis, dump box, hydraulic system, snow wing, snow plow, tarp and sander. These vehicles are purchased using the State of MN cooperative bid systems. Orders for truck chassis are typically required to be placed up to one year in advance of delivery. The 2025 purchase will be an addition to the fleet due to local street growth. #127 2001 Sterling L8513 Dump/Plow Truck-with plow, wing, tarp and sander Project #F-127 Priority n/a Justification These vehicles are used to provide a variety of maintenance services throughout the community including winter response for plowing and hauling snow. The life expectancy of these vehicles is 18 years. Winter emergency service necessitates these vehicles be reliable and dependable. Growth in the community creates additional work for these trucks. These vehicle purchases are consistent with the Vehicle Replacement Schedule. Budget Impact/Other These purchases will include a limited warranty and will reduce the annual maintenance and repair costs as compared to the vehicles replaced. The old vehicles are primarily sold at auction. The cost shown does not include the offsets from trade-in or auction revenue. Useful Life Unassigned Project Name Streets Dump/Plow Truck 2001 Sterling L8513 Category PW - Streets Type Vehicles Account #2 Account #1 400-4108-4704 Account #4 Account #3 Status Active Total2022 2023 2024 2025 2026Expenditures 235,000235,000Vehicles - Heavy Duty 235,000 235,000Total Total2022 2023 2024 2025 2026Funding Sources 235,000235,000Fleet Capital 235,000 235,000Total 231 • CITY OF CHANHASSEN Purchase Order No, use empld 7700 MARKET BLVD., PO BOX 147 crrror CHANlUSSEN CHANHASSEN, MN 55317 952-227-1140 lax 952-227-1170 Vendor -----------..._ Name A/_ r.J.5 '7 ~· <;;Gt: E Single Axle Cab & Chassis Exhibit D: Price Schedule VENDOR NAME Print Date & Time 1/4/2022 13:07 Nuss Truck Equipmnet J MAKE AND MODEL 2022 Mack Granite 42BR SA WB CA AF Rear Ralio This section for use when ordering 162" 86" 62" 4.8 Cab Color White Grand Total $107,412.00 ----------------------Whee I Whtie Color Notes City of Chanhassen Updated 5-12-21 Brian Selvy Spec# Description 1.0 Price for base unit: 2.0 FRAME OPTIONS 2.10 2.20 2.30 2.40 2.50 2.60 2.70 2.80 2.90 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17 2.18 2.19 2.20 2.21 2.22 2.23 2.24 2.25 2.26 2.27 2.28 Front frame extension Custom hole punching in frame Deduct for no front bumper Frame fastener option {bolt or huck spun) Frame. R.B.M., S.M., PS!. CT 2 ,120,000 17.7 120,000 87 -112 CA 2.120.000 17 7 120,000 113-133CA 2 ,120,000 17.7 120.000 134 -152 CA 2.120,000 17.7 120,000 153 -199CA 2.120,000 177 120,000 200 -236 CA 2,470.000 20.6 120,000 87 -112 CA 2,470.000 20.6 120,000 113-133CA 2.470,000 20.6 120.000 134-152 CA 2.470.000 20.6 120,000 153-199CA 2.470,000 20.6 120,000 200 -236 CA 2.820,000 23.5 120.000 87-112CA 2.820,000 23.5 120.000 113-133CA 2.820,000 23.5 120.000 134 • 152 CA 2.820,000 23.5 120,000 153 -199 CA 2.820,000 23.5 120,000 200 -236 CA 3,160.000 26.3 120,000 87 -112 CA 3,160,000 26,3 120.000 1;3 -133 CA 3.160,000 26.3 120.000 134 -152 CA 3,160.000 26.3 120.000 153 -199 CA 3 ,160,000 26.3 120.000 200 -236 CA DOUBLE FRAME -PARTIAL IC REINFORCEMENT 3,230,000 26.9 120,000 87 -112 CA 3,230,000 26.9 120,000 113 -133 CA ! Qtyj 2022 Price Subtotal 1 $ 91,019.00 $ 91,019.00 1 $ 886.00 $ 866.00 $ 100.00 $ - $ - STD $ (64.001 $ - STD $ 107.00 $ - $ 406.00 $ - $ 482.00 $ - $ 176.00 $ - $ 240.00 $ - $ 347.00 $ - $ 646 .00 $ - $ 722.00 $ - 1 $ 521.00 $ 521.00 $ 585.00 $ - $ 692.00 $ - $ 991.00 $ - $ 1,067.00 $ - s 74400 $ - $ 808.00 $ - $ 915.00 $ - $ 1,214.00 $ - $ 1,290.00 $ - $ 801.00 $ - $ 865.00 $ - 233 2.29 2.30 2.31 2.32 2.33 2.34 2.35 2.36 2.37 2.38 2.39 2.40 2.41 2.42 2.43 2.44 2.45 2.46 2.47 2.48 2.49 2.50 2.51 2.52 2.53 2.54 2.55 2.56 2.57 2.58 2.59 2.60 2.61 2.62 2.63 2.64 2.65 2.66 2.67 2.68 2.69 2.70 2.71 2.72 2.73 2.74 2.75 2.76 2.77 2.78 2.79 2.80 2.81 3,230,000 26.9 120,000 134 -152 CA 3,230.000 26.9 120,000 153 -199 CA 3,230,000 26.9 120.000 200 · 236 CA 3,580.000 29.8 120,000 87 -112 CA 3.580,000 29.8 120,000 113 -133 CA 3,580,000 29.8 120.000 134 -152 CA 3,580,000 29.8 120,000 153 -199 CA 3,580,000 29.8 120.000 200-236 CA 3.920,000 32.7 120,000 87 -112 CA 3,920,000 32.7 120,000 113 -133 CA 3,920.000 32.7 120,000 134 - 152 CA 3.920.000 32.7 120.000 153 -199 CA 3 ,920,000 32.7 120,000 200 -236 CA 4,260.000 35.5 120.000 87 -112 CA 4,260.000 35.5 120.000 113 -133 CA 4.260.000 35.5 120.000 134 -152 CA 4,260,000 35.5 120,000 154 -199 CA 4,260.000 35.5 120,000 200 -236 CA DOUBLE FRAME -FULL IC REINFORCEMENT 3,230,000 26.9 120.000 87 -'112 CA 3.230,000 26.9 120,000 113 -133 CA 3,230,000 26.9 120.000 134 -152 CA 3,230.000 26.9 120,000 153 -199 CA 3,230.000 26.9 120,000 200 -236 CA 3.580,000 29.8 120,000 87-112 CA 3.580,000 29.8 120.000 1 13 -133 CA 3,580,000 298 120,000 134 -152 CA 3.580,000 29.8 120,000 153 -199 CA 3,580,000 29.8 120.000 200 -236 CA 3,580,000 29.8 120,000 87 -112 CA 3.580.000 29.8 120,000 113 • 133 CA 3,580,000 29.8 120,000 134 -152 CA 3.580,000 29.8 120.000 153 -199 CA 3,580.000 29.8 120.000 200 • 236 CA 3,920,000 32.7 120,000 87 -112 CA 3,920,000 32.7 120.000 113 -133 CA 3,920,000 32.7 120,000 134 -152 CA 3,920,000 32.7 120,000 153 -199 CA 3,920,000 32 7 120,000 200 -236 CA 4,260,000 35.5 120,000 87 -112 CA 4,260,000 35.5 120,000 113 -133 CA 4,260,000 35.5 120,000 134 -152 CA 4 ,260,000 35.5 120,000 153 -199 CA 4 ,260,000 35.5 120.000 200 -236 CA TRIPLE FRAME -FULL IC REINFORCEMENT 5,688,000 47.4 120,000 87 -112 CA 5,688,000 47.4 120,000 113 -133 CA 5,688,000 47.4 120,000 134 -152 CA 5,688,000 47.4 120,000 153 -199 CA 5,688,000 47.4 120,000 200 .. 236 CA Flush bria ht finish channel steel Extended stylized-silver-bria ht finish steel w/stone a uard Extended -swept back steel, bright finish with stone guard - includes center tow oin $ 972.00 $ - $ 1,214.00 $ - $ 1,290.00 $ - $ 1,041.00 $ - $ 1,105.00 $ - $ 1,212.00 $ - $ 1,511 00 $ - $ 1,587.00 $ - $ 1,376.00 $ - $ 1,450.00 $ - $ 1,657.00 $ - $ 1,856.00 $ - $ 1,932.00 $ - $ 1,832.00 $ - $ 1,673.00 $ - $ 2,003.00 $ - $ 2,301.00 $ - $ 2,384.00 $ - $ 1,001.00 $ - $ 1,065.00 $ - $ 1,172.00 $ - $ 1,414.00 $ - $ 1.490.00 $ - $ 1,241.00 $ - $ 1,305.00 $ - $ 1,412.00 $ - I s 1,711.00 $ - $ 1,787.00 $ - $ 1,576.00 $ - $ 1.650 00 $ - $ 1 ,857.00 $ - $ 2,056.00 $ - $ 1,787.00 $ - $ 1,576.00 $ - $ 1,650.00 $ - $ 1,857.00 $ - $ 2,056.00 $ - $ 2.132.00 $ - $ 2 ,032.00 $ - $ 1,873.00 $ - $ 2,203.00 $ - $ 2,501.00 $ - $ 2,584.00 $ - $ 4 ,960 .00 $ - $ 5 ,024.00 $ - $ 5,131.00 $ - $ 5,430 ,00 $ - $ 5,506 .00 $ - $ 113.00 $ - $ 1.495 00 $ - $ 1.139.00 $ - 234 2.82 2.83 2.84 2.85 2.86 2.87 2.88 2.89 2.90 2.91 2.92 2.93 2.94 Mill finish. flush mounted, unoarnted aluminum Extended swept back c hannel steel (includes center tow pin) w/stone g uard Extended swept back channel steel with bright finish w/painted center tow pin Extended sweot back steel channel w/briq ht finish Extended swept back oainted steel Flush oainted steel Flush stainless clad aluminum Plate t y pe radiator g uard Bri oht finish olate tvoe radiator a uard Tectv1 185 GW p ig mented com oound between frame rails BOC crossmember. steel HD back to back channel intermediate BOC & intermediate crossmember. HD I-Beam Frame rail clearance J.o FRONT AXLE/SUSPENSION/BRAKE/OPTION 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.19 3.20 3.21 3.22 3.23 3.24 3.25 3.26 3.27 3.28 3.29 3.30 Set Back axle option 12,000 front axle & matchina susoension -Mack FXL 12 14,600 tront axle & matching suspension -Mack 1-'XL 14.6 16,000 f ront axle and matching suspension 18,000 front axle and matching suspension -Mack t-XL 18 20,000 front axle and matchinq susoension -Mack FXL20 23,000 front axle and matchinq suspension -Mack FXL23 Heavy duty f ront axle shocks Front stabilizer bar Right hand air bag suspension per Spec 3 .6, Driver controlled Left air bag suspension per Spec 3.6, Driver controlled Front axle lubrication cap with slotted venthole Front brake dust shields ITuarfront auxiliary steering gear RH spring build up for wing plow application LH spring build up for wing plow application All wheel drive f ront axle Twin ::iteer Front Axle !Aluminum f ront hu bs Centertuse outboard mounted brake drums Muftileaf f ront spring I LO taperleaf (2 leaf spring) HD mulitileaf front spring ILO taperleaf (2 leaf spring) HD taperlead (3 leaf spring) ILO oT taperleaf (2 leaf spring) Meritor EX+ Air D isc Brakes requires Meritor rear brakes Meritor tront s lack adjusters • Need same slack on rear axle Meritor front s lack with stainless steel pins Haldex f ront slack adjustors -Need same slack adjustor on rear axle Haldex f ront slack with stainless steel pins Meritor t ront brakes ILO o f Bendix -requires Meritor rear brakes Power steering reservoir with visible signt glass 4.o 4.0 SINGLE REAR AXLE/SUSPENSION/BRAKE/OPTIONS $ 6800 $ - $ 805.00 $ - $ 620.00 $ - $ 258.00 $ - STD $ (15.00) $ - $ 143.00 $ - $ 105.00 $ - s 258.00 $ - $ 110.00 $ - $ 66.00 $ - $ 332.00 $ - $ 62.00 $ - r STD - STD $ 771.00 $ - $ - $ 1,361.00 $ - 1 $ 2,147.00 $ 2,147.00 $ 2,448.00 $ - STD $ 1.00 $ - I $ - I $ - 1 $ 18.00 $ 18.00 $ 569.00 $ - $ 30.00 $ - $ 30.00 $ - $ 43,000.00 $ - s 12,612.00 $ - s 53.00 $ - s 2'17.00 $ - $ 35.00 $ - $ 65.00 $ - 1 $ 65.00 $ 65.00 $ 653.00 $ - $ 1.00 $ - 1 $ 58.00 $ 58.00 STD $ 57.00 $ - 1 $ 131.00 $ 131.00 $ 30.00 $ - 235 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4,19 4,20 4.21 4.22 4.23 4.24 4.25 4.26 4.27 4.28 4.29 4.30 4.31 4.32 4.33 4.34 4.35 4.36 4.37 4.38 4.39 4.40 4.41 4.42 4.43 4.44 17,500# driver differential locking rear axle and matching suspension 19,000# rear axle & matching suspension 19,000# driver differential locking rear axle and matching suspension 21.000# rear axte and matching suspension 21.000# driver differential locking rear axle and matching suspension 22,000# rear ax!e and matching suspension 22.000# driver d ifferential locking rear axle and matching suspension 23,000# rear axle and matching suspension 23,000# driver d ifferential locking rear axle and matching suspension 26.000 # rear axle and match in~ suspension 26.000 # driver d ifferential locking rear axle and matching suspension Meritor RS23160 rear axle and 26.000# rear suspension, driver diff. lock. 17.500# air suspension in lieu of springs 19.000# air suspension in heu of springs 21,000# air suspension in lieu of springs 22.000# air suspension in lteu of springs 23.000# air suspension in lieu of springs 26.000# air suspension in Heu of springs Dash mounted air dump system ½ round universal ioints Spicer 1810 HD drive tine with half round universal joints Rear axle heavy duty shocks Rear auxiliary spring. 4500# Rear stabilizer bar Rear brake dust shield 1 Mack RA23R 23,000 lbs rear axl2 Meritor RS-30-185 30.000 lbs rear axle Dana-Spicer S30-190 30,000 lbs ,ear axle Mack interwheel power didiver for RA23R axle 1 Mack CRD203 carrier Mack interwheel power divider for CRD2031 axle Driver controlled interwheei differential lock Meritor RS23160 rear axle and 30.000# rear suspension, driver diff. lock. Tractech No-Spin both axle 23.000 lbs Mack Multileaf spring with helper 26,000 lbs Mack Multileaf spring with helper 30,000 lbs Mack Multi leaf spring with helper 1 30,000 lbs Mack Multi leaf spring 38,000 lbs Mack Multileaf spring 21,000 lbs Mack Multi leaf spring Mack AL231 air ride suspension Neway 30,000 lbs AD-130 air ride suspension Meritor wide track axle Lube pump and filter $ - $ - $ - $ (110 .00) $ - $ 374.00 $ - $ - $ - $ 181.00 $ - $ 665.00 $ - $ 880 .00 $ - $ 1,364.00 $ - $ 830.00 $ - $ - $ - $ - $ - $ 120.00 $ - $ - $ -$ - STD $ 126.00 $ - $ - t $ - I $ - $ 18.00 $ 18.00 STD $ 1,812.00 $ - $ 3,209.00 $ - $ 1,367.00 $ 1,367.00 $ 377.00 $ - $ 1.818.00 $ - $ 484.00 $ - $ 1,050.00 $ - $ 1,129.00 $ - $ 130.00 $ - $ 165.00 $ - $ 515.00 $ 515.00 $ 385.00 $ - $ 825 00 $ - $ (110.00) $ - $ 120.00 $ - $ 1,16500 $ - $ 516.00 $ - $ 242.00 $ - 236 4.45 4.46 4.47 4.48 4.49 4.50 4.51 4.52 4.53 4.54 4.55 4.56 4.57 4.58 4.59 4.60 4.61 4.62 4.63 4.64 4.65 4.66 4.67 4.68 4.69 4.70 4.71 4.72 4.73 Meritor 18 MXL extended lube Meritor 1 75 MXL extended lube Dana-Spicer SPL 170XL extended lube series Dana-Spicer SPL250XL extended lube series Dana-Spicer SPL250DXL extended lube series Dana-Spicer SPL350DXL. extended lube series Haldex automatic rear slack adjustors Haldex automatic rear slack adjustors with stainless steel pins Meritor automatic rear slack adjustors Meritor automatic rear slack adjustors with stainless steel pins Meritor 16.5" x 7" rear brakes Meritor 18" x 7" P rear brakes Meritor 16.5" x 7" P rear brakes Meritor 16.5" x 7" heavy duty rear brakes Haldex "Go!d Seal" brake chambers Haldex "Life Seal" brake chamber MGM TR 30/30 LP3 (3" Stroke) brake chambers MGM MODEL L TR-L3 (3" Stroke) MGM TR3030LP3THD MGM MODEL TR-T tamper-resistant brake chamber MGM MODEL TR-T tamper-resistant brake chamber -reclock inlet ports for optimum ground clearance Haldex "Gold Seal" 3.0" stroke bake chamber Centerifuse outboard brake drums Aluminum preset hub with integrated spinle nut Conmet Aluminum preset bearings & seals Chicago Rawhide (Scotsea! Longlife) National/Federal Mogul Stemco-Grit Guard Stemco-Guardian s.o INTENTIONALLY LEFT BLANK: 6.0 TIRES/RIMS OPTIONS: 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 6.10 6.11 6.12 6.13 6.14 Nyfon wafers or wheel guards on a ll wheels (10 ea.) Heavier 7500 lb. 22.5 x 8.25 Steel rims 1n lieu of standard 7300# rims (10 ea.) Heavier 7500 lb. 22.5 x 8.25 Steel rims in li eu o f standard 7300# rims (8 ea) in rear only 11 R 22.5 H f ront tires 12R 22.5 H front tires 9000 lb. a.5 9 · front steel rims , 315/801-< 22.5 J front tires 10,000 lb. 22.5 9 '' front steel rims, 315/BOK 22.5 J front tires 10,500 lb. 22.5 x 12.25 front steel rims , 385/65R 22.5 J front tires 10,500 lb. 22.5 x 12.25 front steel rims, 425/65R 22.5 J front tires 11 R 22.5 H rear tires 7,300 l b . 24.5" x 8.25" steel front rims 7~00 l b. 24.5" x 8.25" rear steel rims 8.000 lb. 24.5" x 8.25" steel f ronl rims 8,000 lb. 24.5" x 8.25" steel rear rims 1 $ 31.00 $ 31 .00 $ 32.00 $ - $ 453.00 $ - $ 493.00 $ - $ 50200 $ - $ 776 .00 $ - STD $ 96.00 $ - $ 1.00 $ - 1 $ 231.00 $ 231.00 1 $ 58.00 $ 58.00 $ 53.00 $ - $ 53.00 $ - $ 28.00 $ - $ 1.00 $ - STD $ 4400 $ - $ 114.00 $ - $ 66.00 $ - $ 26.00 $ - $ 43.00 $ - 1 $ 159.00 $ 159.00 $ 103.00 $ - $ 19.00 $ - $ 192.00 $ - $ 30.00 $ - $ 11.00 $ - $ 3200 $ - $ 31.00 $ - ~ $ 44.00 $ - STD $ 16.00 $ - $ 39.00 $ - $ 198.00 $ - $ 187.00 $ - $ 407,00 $ - 1 $ 609.00 $ 609.00 $ 669.00 $ - $ 328.00 $ - s 5.00 $ - $ 44.00 $ - $ 10.00 $ - $ 82.00 $ - 237 6.15 6.16 6.17 6.18 6.19 6.20 6.21 6.22 6.23 6.24 6.25 6.26 6.27 6.28 6.29 6.30 6.31 6.32 6.33 6.34 6.35 6.36 6.37 6.38 6.39 6.40 6.41 6.42 6.43 6.44 6.45 6.46 6.47 6.48 11 R 24.5 G f ront tires 11"R 24.5 H front tires 11 R 24.5 G rear tires 11 R 24.5 H rear tires Steel spare rim. size 22.5 x 8.25 Steel spare rim, size 24.5 x 8.25 ISteel spare rim, size 22.5 x 9.0 I Steel spare rim. size 22.5 x 12:-25 12R22.5 H front tires 12R 22.5 H rear tires Wheel lug wrench -includes handle Aluminum t ront w heel -22.5 x 8.25 Aluminum t ront wheel -24.5 x 8.25 Aluminum front wheel -22.5 x 9.0 Aluminum t ront wheel -22 5 x 12.25 Polisn ed a l u minu m front wheel Dura-bright bright finish front w heels W heel finish ing with el<tra polished t ront w heels I A luminum rear wheels -22.5 x 8.25 !Aluminum rear w heels -24.5 x 8.25 Pollshed aluminum rear wheel four outboard of d ual wheels Polished aluminum rear wheel all eight (4} wheel s Dura-brig ht bright finish on all eigh t (4 ) rear wheels Dura-brignt bright finish or, all fo ur (2 ) outboard rear wheels 11 R22.5 G Bridgestone M843 front tires 11 R22.5 G Michelin XZE2 front tires 315/80R22 5 L Micheli n XLA 1 front tires 385/65R22.5 J Michelin x z r ;:,1 ront tires 42576 5 R22.5 L Michelin XZY3 front tires 11 R22.5 G B ridgestone M843 rear tires 11 R22.5 G M iche l in X DN2 rear tires 11 R22.5 H M ichelin XDN2 rear tires 11 R22.5 (.5 (.5oodyea r G 622RS D rear tires 11 R22.5 H Goodyear G622RSD rear tires 7.0 BRAKE SYSTEM OPTIONS: 7.1 7 .2 7.3 7.4 7.5 7.6 7.7 7.8 7.9 7.10 7.11 7.12 7.13 Wabco Svstem Saver 1200 E heated air drver Manual cable drain valves on air tanks with lanvard o n all tanks Heated air tank Auto drain valves on air tanks MGM type TR-Trear brake chambers S.S. pins on slack adjuster yoke {2 ea. per yoke) For all a ir brake chambers Inverted rear brake chamber m ounting in lieu of re a ular m ountina Relocate air dryer Bendix AD9 heated air drver Bendix AD-IP heated air drver Meritor/Wabco system twin heated air dryer Auto heated drain valve-heated suoply tank, manual petcock Auto heated drain valve-heated supply tank, with lanyard o n a ll other tanks $ 63.00 $ - $ 105.00 $ - $ 164,00 $ - $ 480.00 $ - $ 125.00 $ - $ 148.00 $ - $ 380.00 $ - $ 430.00 $ - $ 439.00 $ - $ 876.00 $ - $ 48.00 $ - $ 141.00 $ - $ 156.00 $ - $ 329.00 $ - $ 387.00 $ - $ 48.00 $ - $ 20400 $ - $ 7600 $ - $ 246.00 $ - $ 300.00 $ - $ 66.00 $ - $ 133.00 $ - $ 667.00 $ - $ 334.00 $ - $ 223.00 $ - $ 296.00 $ - $ 532.00 $ - $ 712.00 $ - $ 959.00 $ . $ 446.00 $ - $ 946.00 $ - $ 982.00 $ - $ 1.252.00 $ - $ 1,336.00 $ - STD $ 24.00 $ - $ 3 1.00 $ - $ 50.00 $ - $ - $ - $ 49.00 $ - 1 $ 118.00 $ 118.00 $ 164.00 $ - $ 539.00 $ - $ 4200 $ - $ 72.00 $ - 238 7.14 7.15 7.16 7.17 7.18 7.19 7.20 7.21 7.22 7.23 7.24 7.25 7.26 7.27 7.28 7.29 7.30 7.31 7.32 7.33 7.34 7.35 7.36 7.37 8.0 8.1 8.2 8.3 8.4 8.5 8.6 8.7 8.8 8.9 8.10 Aluminum air reservoirs Polished aluminum air reservoirs Increase air caoacitv for installation of extra axles MACK Road Stability Adv. Bendix ABS/ATC/RSA w/YAW control with mud/snow switch Meritor/Wabco ABS svstem w/o automatic traction control Bendix ABS svstem with traction control Meritor/Wabco ABS svstem w/auto traction control Furnish automatic traction control (ATC full disable switch) Lanvard control on supply wet tank Haldex "Gold Seal" brake chamber Haldex "Ufe Seal" brake chamber MGM TR 30/30 LP3 (3" Stroke) brake chamber MGM L TR (3" Stroke) brake chamber MGM TR3030LP3THD MGM TR-T (Tamper Resistant brake chamber) reclock inlet ports for optimum qround clearance Haldex "Gold Seal" 3.0" stroke brake chamber Electric horn sound when driver door open with park brake released Alarm to sound when driver door coen & parking brake not on Schreader valve located in suoolv tank Schreader valve, secondarv Two (2) valve dual brake system-trailer supply and tractor-trailer oark Relocate all air reservoir in frame Air reservoir in frame, one reservoir on the RH rail behi nd Cleartech Never-seize to brake shoes pins & cam rollers ENGINE/EXHAUST AND FUEL TANKS OPTIONS: (List Make & Model, H.P., torque of engine and exhaust and fuel tank options 7-325 325 OV OV ov ov ov 1460 LB-FT Tor ue Mac ov 1560 LB-FT Torque Mack 1450-1700 ov 1560 LB-FT Torque k MP8-415 1400-1700 R ov av 1860 LB-FT T orque $ 192.00 $ - $ 252.00 $ - $ 289.00 $ - I$ 1 ,873.00 $ - $ 142.00 $ - 1 $ 270.00 $ 270.00 $ 357 00 $ - 1 $ 105.00 $ 105.00 $ 16.00 $ - $ 1.00 $ - STD $ 105.00 $ - $ 285.00 $ - $ 133.00 $ - $ 68.00 $ - $ 399.00 $ - $ 67 00 $ - $ 43.00 $ - $ 47.00 $ - $ 47.00 $ - $ 42.00 $ - $ 48.00 $ - $ 48.00 $ - $ 3300 $ - STD $ 481.00 $ $ 813.00 $ $ 1 ,508.00 $ $ 300.00 $ $ 651.00 $ $ 1,112.00 $ $ 1 ,112.00 $ $ 2,064.00 $ $ 2,589.00 $ 239 8.11 8.12 8.13 8.14 8.15 8.16 8.17 8.18 8.19 8.20 8.21 8.22 8.23 8.24 8.25 8.26 8.27 8.28 8.29 8.30 8.31 8.32 8.33 8.34 8.35 8.36 8.37 8.38 8.39 8.40 8.41 8.42 8.43 8.44 8.45 Mack MPB-505--C 505HP@1500-1700 R PM (Peak} 1950 Kt-'M Gov 1860 LB-FT Torque Mack MP8-425M 425Hl-'@ 1500-1900 RPM (Peak) 21000 Kt-'M Gov 1560 LB-FT Torque Mack MP8-455M 455H P @ 1500-1900 RPM (1-'eak) 21000 R t-'M Gov 1760 LB-FT Torque Mack MP8-505lv15055Ht-'@1500-1900 RPM -(Peak) 21000 RPM Gov 1860 LB-FT Torque Clear Back of Cab -DPF & SCR Frame Mounted , RH Side under Cab PK7-17C2 93 gallon sleeved fuel tank. 20" clearance for outriaaer/wina olow Cieartech, DPF RH side under cab w/SCR vertical RH side of cab Cieartech with DPF vertical RH side BOC, w/SCR vertical LH side BOC No Mulfler. Single (R/S) Vertica l Ex haust Cab Mounted , Lower Ventura Diffuser, Turned End No Muffl er. Single (KJ::;) V ertical Exhaust Ca b M ounted, Lower Ventura Diffuser. Plain End Single (R/S) Vertical Straight Exhaust Stack Plain End Single (Kl~) Vertical S traig ht Exhaust Staci< Turned-Out Single (R/S) Vertical Straight Exhaust Stack Plain End Perf Stack Diffuser Single (R/S) Vertical Straight Exhaust Stack Plain End Side Outlet Diffuser Single (R/S) Vertical Straight Exhaust Stack Plain Top Outlet Diffuser Dual Vertical Straight Exhaust Stack Plain End -NIA with Allison Transmission Dual Vertical Straight Exhaust Stack Turned O ut End -NIA with Allison Transmission Dual Vertical Straight Exhaust Stack Plain Side -O utlet Diffuser -NIA with Allison Transmission Dual Vertical S traig ht Exhaust Stack Plain Top O utlet Dittuser -N/A with Allison Transmission I Single , Bright f inish heat s hield & stack Dual , Bright f inish heat s hield & stack !S ingle , Bright finish heat s hield, stack & el bow Dual, Br ig ht finish heat shield, stack & elbow S ingle, Brig ht f inish stack only Dual, Erignffinish stack oniy S ingle, Brign t 1'inis h lower elbow & stack Dual, Bright f irnsn lower eibow & stack S ingle. Bright f inish heat shield only Dual , Bright f inish heat s hield only Bright finish stainless steel heat shield for frame mounted Mack Cap DPF 50 G a llon LH steel 22" Dia fuel tank 66 G a llon LH steel 22·· Dia f uel tank 72 G a llon L H steel 26" Dia f uel tank 88 G allon L H steel 22 · Dia f uel tank 93 G allon LH steel 26" Dia f uel tank $ 3,311.00 $ - $ 2,247.00 $ - $ 2,635.00 $ - $ 3,759.00 $ - $ 114.00 $ - $ 317.00 $ - $ 601.00 $ - $ 3,308.00 $ - 1 $ 318.00 $ 318.00 $ 318.00 $ - $ (16.00} $ - STD $ 32.00 $ - $ 126.00 $ - $ 126.00 $ - $ 1,065.00 $ - $ 1,091.00 $ - $ 1,507.00 $ - $ 1,507.00 $ - 1 $ 65.00 $ 65.00 $ 130.00 $ - $ 162.00 $ - $ 344.00 $ - $ 50.00 $ - $ 99.00 $ - $ 148.00 $ - $ 294.00 $ - $ 16.00 $ - $ 31.00 $ - $ 171 .00 $ - $ (118.00) $ - $ (96,00) $ - $ (62.00) $ - $ 164.00 $ - $ 267.00 $ - 240 8.46 8.47 8.48 8.49 8.50 8.51 8.52 8.53 8.54 8.55 8.56 8.57 8.58 8.59 8.60 8.61 8.62 8.63 8.64 8.65 8.66 867 8.68 8.69 8.70 8.71 8.72 8.73 8.74 8.75 8.76 8.77 8.78 8.79 8.80 8.81 8.82 8.83 8.84 8.85 8.86 8.87 8.88 8.89 8.90 8.91 8.92 8.93 8.94 116 e:,a 11on LH steel 22" Dia f uel tanK 50 Gallon LH aluminum 22" Dia f uel tank 66 -Gallon LH a luminum 22" Dia Tuel tank 72 G allon LH aluminum 26" Dia Tuel tank 68 Ga llon LH a luminum 22· Dia f uel tank 93 Gallon LH aIumi11um 26" Dia f uel tank 116 C:,allon L H a luminum 22" Dia f uel tank 50 Gallon LH Steel LJ-S hape 66 G a llon LH Steel 0-:::;nape 88 --c;anon LH Steel D-::inape 116 Ga llon L H Steel D-S hape 50 G allon LH Aluminum D-S hape 66 G allon LH Aluminum D-Shape 88 G allon LH A luminum 0-Shape 91 G allon LH Aluminum 0-Shape 116 Gallon LH Aluminum D-Shape 66 G allon LH Steel 0-Shape with Integral U t:t-Tank 88 G a llon LH Steel 0-Shape with Integral U t:t-Tank 111 Gallon LH Steel D-Shaoe with Integral DEF Tank 66 Gallon LH Aluminum D-Shape with Integral DEF Tank 72 Gallon LH Aluminum □-Shape 26" Dia. with Integral DEF Tank 88 Gallon L H A luminum D-S hape with Integral Dt:t-Tank 93 Gallon LH Aluminum D-Shape 26" Dia. with Integral DEF Tank 111 "G a llon LH A luminum o-::;nape with lntegrai u t:t-Tank 111 & 66 Ga llon Aluminum 0-Shape tanks. 66 Gallon isolatedTor Hydoil 50 Ga llon RH steel a' Dia fuel tank 66 -Gallon K H steel 22" Dia ruel tank 88"Gallon RH steel 22 u1a fuel tank 116--c;auon RH steel 22" Dia f ueT tank 50 G a llon RH aluminum 22" Dia f uel tank 66 G al lon RH aluminum 22' Dia fuel tank 88 G allon KH aluminum 22" Dia fuel tank 116 Gallon KH aluminum 22' Dia fuel tank 5-U G allon KH Steel 0-Shape 66 -G allon RH S teel D-Shape 88 Gallon RH Steel D-Shape 116 G allon RH Steel D-::inape 50 G a llon RH Aluminum D-Shape 66 Ga llon RH A luminum 0-~hape 88 Ga llon K H Alumi num D-Shape 116 Gallon H H Aluminum 0-Shape Single polishe d aluminum fuel tank Dual polished a luminum fuel tank Isolate RH fuel tank f rom fuel system for hyd oil Dual draw & return f uel system Filter neck. screen for fuel tank Lockable tuel tank cap Bright finish Dt-'t-tank cover -Requires with bright finish tanks B"right f inish DEF tank cover $ 222.00 $ - $ (64 00) $ - $ (45.00) $ - $ 24.00 $ - $ 231.00 $ . $ 272.00 $ . $ 292.00 $ - s (118.00) $ - $ (68.00) $ - $ 101.00 $ . s 300.00 $ - $ (118.00) $ - $ (27.00) $ - $ 173.00 $ - $ 19500 $ - $ 367.00 $ - $ (47.00) $ - $ 21300 $ . $ 325.00 $ . STD $ 171 .00 $ - $ 240.00 $ - $ 304.00 $ - $ 378.00 $ - $ 83900 $ - $ 503.00 $ - $ 529.00 $ - $ 814.00 $ - $ 871.00 $ - $ 570.00 $ - $ 593.00 $ - $ 879.00 $ - $ 849.00 $ - $ 503.00 $ - $ 566,00 $ - l $ 751.00 $ - $ 950.00 $ - $ 56900 $ - $ 617 00 $ - $ 822.00 $ - $ 1.016.00 $ - $ 19700 $ - $ 393.00 $ - $ 30.00 $ - $ 82.00 $ - $ 71.00 $ - $ 31 .00 $ - $ 171.00 $ - $ 29.00 $ - 241 8.95 8.96 8.97 8.98 9.0 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10 9.11 9.12 9.13 9.14 9.15 9.16 9.17 9.18 9.19 9.20 9.21 9.22 9.23 9.24 9.25 9.26 9.27 9.28 9.29 9.30 9.31 9.32 9.33 9.34 9.35 9.36 9.37 9.38 9.39 Bright Finish Aluminum steps & stainless steel bright finish straps Briah~ Finish Fuel Tank Straos -Single Tank Floes o i! change system w/disconnecting fittings Engine oil drain kit. F loes, SAE 1 OOR2 hose ENGINE RELATED OPTIONS· Oil fill and dipstick EZ access Delco 35 SI Brushless Alternator, 135 AMP Delco 24 S1 Alternator, 130 AMP Delco 24 SI Alternator. 145 AMP Leece-Neville Alternator. 145 AMP Dua! element air cleaner Donaldson SinQle StaQe Air cleaner per spec 12.1 Thumb screws for Donaldson. Sinqle staoe Air Cleaner Fuel/water separator/heated/ Thermostatically controlled, {Brand) D avco 382 f uel/water separator. non heated N on-h eated f uel/Water separator, Mack w /manual drain valve {integral w/pnmary fuel filter Coolant spin on tilter/conditioner F ront engine powered take olf a dapter and radiator cut out Air applied tan d rive, Kysor two speed K32 Duro speed fa n Air applied fan d rive, rHrana ) Viscous fan drive -Behr Electronica!ly modu lated Kadiator hose package (~ihcone) per ~pee 12.2 C urved exhaust pipe end Fuel tank per specitication 12. 7 Engine b lock heater In line fuel heater Tn tank fuel heater Fuel cooler Radiator bug screen Engine brake system Relocate air dryer Extende d lite anti-freeze "Starter motor options Starter motor options -Delco 39MT-MXT Mitsubishi electric 105P planetary Qear reduction Relocate f uel filter Non-heated fuel/water separator. Racor 1000 FH Silicone r adiator & heater hose with gate valve on each heater hose Silicone radiator, spring clamps on radiator & heater, 1/4 turn ball valve heater hose Mack brand EPDM radiator & heater hoses with 1 /4 turn ball valve Mack brand EPDM radiator & heater hoses with constant torque clamps on all coolant lines Leece-Neville Alternator. 200 AMP Leece-Neville Alternator. 270 AMP Leece-Neville Alternator. 160 AMP Brushless $ 189.00 $ - 1 $ 32.00 $ 32.00 $ 114.00 $ - $ 136.00 $ - -$ - $ 102.00 $ - STD $ 18.00 $ 18.00 $ 70.00 $ - $ 278.00 $ 278.00 $ - $ - $ - STD $ 47.00 $ 47.00 $ 103.00 $ - $ 13500 $ - $ - STD $ 240.00 $ - STD $ - $ 65.00 $ 65.00 $ 407.00 $ - $ 351.00 $ - $ - STD $ 604.00 $ - $ 6600 $ - $ 20.00 $ 20.00 $ - STD $ 4600 $ - $ 38.00 $ - $ 349.00 $ - $ 201.00 $ - 1 $ 212.00 $ 212.00 $ 79.00 $ - $ 22.00 $ - $ 464.00 $ - $ 659.00 $ - $ 106.00 $ - 242 9.40 9.41 9.42 9.43 9.44 9.45 9.46 9.47 9.48 9.49 9.50 9.51 9.52 9.53 9.54 9.55 9.56 9.57 9.58 9.59 9.60 9.61 9.62 Delco 24 SI Alternator, 160 AMP Delco 36SI Alternator, 165A Amo Brushless Delco 36SI Alternator, 165A Amp Brushless, w/remote voltage sensing Leece-Neville Alternator, 140 Amo Leece-Neville Alternator, 160 AMP Brush Meritor/Wabco 636 (37.4 CFM ) air compressor Without buq screen Winterfront over radiator mounted bu g screen Winter front cover onlv Corrosion resistant o il pan -Recommended for snow pl ow trucks Stainless steel oil pan Davco 382 heated fuel-water seoarator Racor fuel filter 1000 FH. 12V electrical heater with Mack integral fuel-water separator 120V. 1500W block heater with 150W oil pan heater wired to same receotacle Electric preheater Tether device -furnish cap retainer ror oil fill, radiator overflow tank, battery box & tool box when furnish Electric primer pump (Mack engine) w ith momentary switch located LH rail BOC Rear engine PTO (Repto) Furnish transmission thru shaft for local installation of RMPTO for Fuller transmission (lower left) Provision for local installation of rear mounted PTO (!ower center) includes dash mounted indicator light Air operated PTO control -includes !n cab control {RMPTO only) PTO switcti and light with wirina and piping PTO switch and light with wiring and piping -M-Drive transmission TRANSMISSION OPTIONS: 10.0 (After the first Six listed options, list manual and automatic 10.1 10.2 10.3 10.4 10.5 10 6 10.7 10.8 10.9 10.10 10.11 10.12 transmission options. List make and model,# of speeds, type of shifting and whether or not transmission includes PTO gear(s) or not). Example: Allison 3000 HS, 5 speed, push button, no PTO . 2 plate 14" ceramic c l utch option for manual transmission 12 plate 15½" ceramic clutch option tor manual transmission External grease fitting for throw out bearing A d1ustment tree option for 2 plate clutches Synthetic (Trans ynd) lu brication for Automatic T r ansmission -Synthetic lubrication for manual transmission Factory option lube -transmission I Allison 30uu-RDS 5/6 speed push button, t-' 1 u Allison 3000-RDS 5/6 speed push button, PTO. w/output retarder A llison 3000-t ·~ 6 speed push button. r' 1 o Allison 4000-RDS 5 speed push button. r' 1 u Allison 4000-RDS 5/6 speed push button, r' 1 u $ 54.00 $ - $ 178.00 $ - $ 166.00 $ - $ 49.00 $ - $ 103.00 $ - $ 783 .00 $ - $ (22.00) $ - $ 97.00 $ - $ 52.00 $ - 1 $ 126.00 $ 126.00 $ 1,950.00 $ - $ 387.00 $ - $ 374 00 $ - $ 137.00 $ - 1 $ 53.00 $ 53.00 $ 23.00 $ - I$ 96.00 $ - $ '1 ,817.00 $ - $ 28.00 $ - $ 159.00 $ - $ 118.00 $ - $ 156.00 $ - $ 156.00 $ - $ - $ -$ - $ 7.00 $ - $ 47.00 $ - 1 $ 301 00 $ 301.00 STD $ (56.00) $ - 1 $ 178.00 $ 178.00 $ 2 ,278.00 $ - $ 8,108.00 $ - s 14,280.00 $ - $ 13,776 00 $ - 243 10.13 10.14 10.15 10.16 10.17 10.18 10.19 10.20 10.21 10.29 10.30 10.31 10.32 10.33 10.34 10.35 10.36 10.39 10.40 10.41 10.42 10.43 10.44 10.45 10.46 10.47 10.48 10.49 10.50 10.51 10.52 10.53 10.54 10.55 10.56 10.57 10.58 10.59 10.60 10.61 10.62 10.63 !Allison 4000-RDS 6 speed push button, t-' 1 u . w7output retarder I A llison 4000-El:s 6 speed push button. I-' ro !Allison 4500-RDS-R 6 speed, Pl u !Allison 4500-RDS-K 6 speed , with retarder, push button. 1-'T U !Allison 4500-EVS 6 speed pus h button. P1"0 Mack TMD12AFD-HD automated 12 speed transmission (direct drive) Mack TMD12AFD-HD automated 12 speed transm ission (over drive) 1Mack rMD13AFD-HD automated 13 speed.,ransmission. creeper/multi-speed reverse (direct drive) :Mack TMD13AFD-HLJ automated 13 speed 1 ransmission , creeper/multi-speed reverse (over drive) Fuller FR0 -1421 OC, 10 speed manual transmission. I-', u Fuller RI U -14908 LL. 10 speed manual tra nsmission, PTU Fuller FR0 -15210 c.;_ 10 speed manual transmission, PTU Fuller FR0 -1621 OC , 10 speed manual transmission, I-' 1 u Fuller RT0 -16908LL. 10 speed manual transmission. t-' 1 u Fuller FR0-1821 OC. 10 speed manual transmission, t-' I u Fuller Rl0-141}09ALL. 11 speed manual transmissin , PI u Fuller RT0 -16908ALL. 11 spd manual transmrssin, I-' 1 u Fuller Rl L0 -16913A , 13 speed manual transmission, I-' I u l=uller RfL0-18913A. 1 J speed manual transmission, 1--' I u Fu ller RT0 -16915, 15 speed manual transmissin, I-' 1 u Mack 1318LR21, 18 speed manual transmission. PTU Mack T318TR, 18 speed manual transmission. PTO Mack 1318, 18 speed manual transmission , I-' I u Fuller KI L0 -1691511, 18 speed manual transmissin, 1--' 10 Fuller KI LQ .. 1891811, HS speed manual transmission , I-' I u !A ir assist clutch Mechanical c1utch cable I O pen grated clutch peda l 1 ransmission oil cooler Orives ha ft guard for center bearing 1 ransmission dust proofing IT-Handle shift lever tor Allison -Floor mounted (Allison shift to neutral when park brake engaged 3rd or 4th gear hold tor Allison transmission Stainless steel transmission coolant pipes A llison lill tune and dip stick under hOo d Remote lube 1Tttings: clutch release. brg & boffi cross-shaft; mounted under LH door G P1-23 Parker gear pump -requires M-Drive transmission and RMPO 1(31-11-41 Parker gear pump -requires M-Drive transmission and RMPO G P1-60 Parker gear pump -requires M-Drive transmission and RMPO (31-'1-80 Parker gear pump -requires M-Orive transmission and RMPO IF1-61 R Parker gear pump -requires M-Drive transmission and RMPO $ 13,536.00 $ - $ 14,972.00 $ - $ 13,776.00 $ - $ 16,776.00 $ - $ 14,972.00 $ - $ 3,718.00 $ - $ 3,718.00 $ - $ 7,438.00 $ - $ 7.438.00 $ - STD $ - $ 855.00 $ - $ 1 ,639.00 $ - $ 1 ,29800 $ - $ 1,585.00 $ - $ 1,614.00 $ - $ 1,390 00 $ - $ 2,102.00 $ - s 2,111 00 $ - s 2,848 00 $ - s 2,220.00 $ - s 1,561.00 $ - $ 1,277.00 $ - $ 1,306.00 $ - $ 2,725.00 $ - $ 3,407.00 $ - s 359.00 $ - $ 160.00 $ - $ 14.00 $ - STD $ 27.00 $ - $ 15.00 $ - $ 203.00 $ - STD $ 300.00 $ - 1 $ 175.00 $ 175.00 $ 138.00 $ - $ 50.00 $ - $ 425.00 $ - $ 434.00 $ - $ 548.00 $ - $ 588.00 $ - $ 637.00 $ - 244 10.64 F1-81 R Parker gear pump -requires M-Drive transmission and RMPO 10.65 F1-101 R Parker gear pump -requires M-Drive transmission and RMPO 11.0 ELECTRICAL OPTIONS: 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 11.9 11.10 11.11 11.12 11.13 11.14 11.15 11.16 11.17 11.18 11.19 11.20 11.21 11.22 11.23 11.24 11.25 11.26 11.27 11.28 11.29 11.30 11.31 11.32 11.33 11.34 11.35 Resettable circuit breaker electrical protection Automatic reset circuit breakers Solid state circuit protection Circuit box under hOod or end of frame, each Batterv disconnect off negative side in cab control Remote iump start terminals Back up alarm (Preco Factorv Model) OEM daytime runnina liahts 3000 cc.;A batteries 1n lieu o f 195ULA.,A 3 each 65011950 CCA batteries in lieu ot 2 each batteries Batterv box aft of cab Grote 44710 flasher Sig nal Stat 935 turn siqnal per Spec 12.6 Auxiliary customer access circuits Switch for snowplow lights mounted on instrumental panel. Includes wiring terminated near headlights. for customer mounted auxiliary snowplow liqhts. Power source terminal-2 stud type-mounted on firewall or i11side cab with a round to frame rail and to starter. with 6 gauqe wire. 10-position switch panel mounted on instrument panel. lncludes 10 lighted switches. ignition control: switches will control relays which will feed stud type junction block mounted i nside cab. Vehicle speed sensor with speed s ignal at fuse panel for sander m ound speed control svstem. Battery box left hand rail back of fuel tank Battery terminal cable with tall battery termi nal nuts Dash mounted ind icator body/hoist up body builder lamp R H/LH led work light on both side o f truck Polished a luminum battery box cover Mo@ed plastic with splash guaro Painted steel battery box Lockable steel battery box Battery shoe pad Body Link w /cab t loor pass thru hole/ruooer boot Body Link w /o cab f loor pass thru hole/ru bber boot 2 extra dash mounted illuminated toggle switches One extra dash mounted rocker switch thru battery for local installed items One extra dash mounted rocker switch thru ignition for local installed items S ix extra switches 2-1 SA ignition, 1-20A ignition, 1-10A ignition, 1 - SA battery, & 1-20A battery Eight switches -fror,t strobe. rear strobes, wing !ight, wing strobe, sander light. tail gate lock, and vibrator Back up alarm with intermittent feature (Ambient noise sensitive) $ 710.00 $ - $ 857.00 $ - I $ - $ - $ - $ - 1 $ 97.00 $ 97.00 $ 111.00 $ - $ - STD $ 66.00 $ - STD $ - $ - $ - $ - 1 $ 80.00 $ 80.00 $ - $ - 1 $ 20.00 $ 20.00 $ 48.00 $ - $ 8.00 $ - $ 71.00 $ - $ 113.00 $ - $ 52.00 $ - $ 29.00 $ - $ 23.00 $ . $ 69.00 $ - $ 4.00 $ - $ 1 00 $ - STD $ 16.00 $ - $ 10.00 $ - $ 10.00 $ - $ 111.00 $ - 1 $ 237.00 $ 237.00 $ 98.00 $ - 245 11.36 Ecco back-up a larm 5/5 constant sound level 1 $ 74.00 $ 74.00 11.37 Ecco back-up a larm SA917 ambient noise sensitive $ 98.00 $ - 11.38 Pollak 41-722 constant audible (mounted on rear crossmember) $ 80.00 $ - 11.39 Fog lights $ 93.00 $ - 11.40 11.41 Fog lights provisions • includes dash control & wiring for !ocal installation of fog lights $ 13.00 $ - O mit rear tai l lig hts $ (38.00) $ - 11.42 Incandescent tail light module $ 91.00 $ - 11.43 Brake lighting on with engine brake $ 84.00 $ - 11.44 [ED type tail lig hts 1 $ 199.00 $ 199.00 11.45 Two "Mack M /F 925/1850 CCA batteries $ 56.00 $ - 11.46 Three M ack 730/2190 CCA batteries $ 5.00 $ - 11.47 Three Mack 800 c..;c..;A A GM Long Lite t:3atteries $ 263.00 $ - 11.48 Four Mack. 1000/4000 CCA $ 182.00 $ - 11.49 Switch in dash with wiring to cab roof, above L H & RH doors for locai installation of strobe lights $ 32.00 $ - 11.50 L t::u strobe beacon lights mounted on top of cab with switch on D• panel $ 196.00 $ - 11.51 11.52 LH roof mounted spot !iqht $ 71.00 $ - Trucklite LED side marker liqht $ 102.00 $ - 12.0 12.1 CAB EXTERIOR OPTIONS: Dual electr ic horns $ 6 .00 $ - 12.2 Air horns, duai , round , with snow shields 1 $ 95.00 $ 95.00 12.3 Dual rectanqular air horns $ 72.00 $ - 12.4 Fender mirrors per Spec 12 .4 1 $ 133.00 $ 133.00 )( 12.5 Heated mirrors per Spec 12.5 -West Coast $ 104.00 $ - 12.6 Remote control for RH mirror & heated -Bu!ldog stylized mirrors $ 378,00 $ - 12.7 12.8 Remote control for dual mirrors & heated -Bulldog stylized mirrors with integral convex mirror $ 474.00 $ - Uocharae for cab extension or laraer cab $ - 12.9 Severe duty aluminum cab option $ - 12.10 12.11 Dupont HiQhwav oranqe paint or equal $ 31.00 $ - Premium oaint color ootion $ 233.00 $ - 12.12 12.13 12.14 lmron paint ootion STD lmron and clear coat paint ootion STD Too of hood painted flat black $ 607.00 $ - 12.15 12.16 12.17 12.18 Cab Air Ride Suspension STD Tilting hood per Spec 12.8 I STD Butterfly option on hood 1 $ 413.00 $ 413.00 Transverse hood openino w/setback axle $ - 12.19 Front fender mounted turn sianals $ - 12.20 Cab visor, external, oainted to match cab color $ 184.00 $ - 12.21 Front fender extensions $ 105.00 $ - 12.22 Front fender mud f!aps STD 12.23 12.24 12.25 Arctic winter wiper blades 1 $ 19.00 $ 19.00 Optional windshield washer tank 1 $ 26.00 $ 26.00 Per truck charqe for all trucks. kev identical $ 20.00 $ - 12,26 RH observation prism window in door 1 $ 28.00 $ 28.00 12.27 Sootli Qht LH, RH, or roof mounted each $ 7100 $ - 12.28 Front tow hooks STD 246 12.29 12.30 12.31 12.32 12.33 12.34 12.35 12.36 12.37 12.38 12.39 12.40 12.41 12.42 12.43 12.44 12.45 12.46 12.47 12.48 12.49 12.50 12.51 12.52 12.53 12.54 12.55 12.56 12.57 12.58 Rear tow hooks Per truck charoe for all trucks. key identical - 4 keys Heated mirrors oer Soec 12.5 -West Coast heated & illuminated Heated mirrors per Spec 12.5 -Bulldog Stylized mirrors w/integral convex mirrors Heated mirrors per Spec 12.5 -Body color aero mirror with integrated convex mirror Remote control for R.H. mirror & heated -Aerodynamic Hadley/Kam 4-way mirrors with chrome steel -RH motorized & heated Remote control for dual mirrors & heated -Bulldog stylized m irrors illuminated with intearai convex mirror Remote control for dual mirrors & heated -Aerodynamic Remote control for dual mirrors & heated -Aerodynamic body color Hadley/Kam 4-way mirrors with chrome steel -RH/LH both motorized & heated RH observation prism window in door Heated electric wiper blades Heated windshield One piece windshield Tinted windshield and sides w/50% transmittance gray. tinted rear window Brig ht finish hood intake Brig ht finish bars with surround qrille Bright finish arilie Bullet tvpe chrome marker & ciearance liahts Led type marker & clearance lights RH tool box mounted on frame rail Heated convex mirrors Electronic keyless entry Brig ht finish RH fender mirror Bus stvle 1/4 round black finish fender mirrors Stainless steel exterior sun visor Bright Finish hood latches 10" round briaht finish heated fender mirrors Rect convex mirror above RH driver door window 13.0 CAB INTERIOR OPTIONS· . 13.1 13.2 13.3 13.4 13.5 13.6 13.7 13.8 13.9 13.10 13.11 13.12 Mecuum grade 1nterior tnm package ~andstone C olor with woodgrain instrument panel Sandstone Color with brushed metallic instrument panel Slate Gray Color with woodgrain instrument panei Slate Gray Color with brushed metallic instrument panel Premium grade interior trim package includes power window and locks in package Sandstone Color with woodgrain instrument panel Sandstone Color with brushed metallic instrument panel Slate Grav Color with woodgrain instrument panel Slate Gray Color with brushed metallic instrument panel Round universal aauae oackaoe Power window, Dassenaer side $ 22.00 $ - $ 39.00 $ - 1 $ 123.00 $ 123.00 I$ 272.00 $ - $ (49.00) $ - $ 344.00 $ - $ 214.00 $ - $ 502.00 $ - $ 444.00 $ - $ 134,00 $ - $ 252.00 $ - $ 28.00 $ - $ 118.00 $ - 1 $ 425.00 $ 425.00 1 $ 83.00 $ 83.00 $ 50.00 $ - 1 $ 16.00 $ 16.00 1 $ 240.00 $ 240.00 $ 32.00 $ - $ 75.00 $ - 1 $ 75.00 $ 75.00 $ 221.00 $ - $ 34.00 $ - $ 130.00 $ - $ 67.00 $ - $ 191.00 $ - $ 247.00 $ - $ 89.00 $ - $ 234.00 $ - $ 23.00 $ - $ - $ 292.00 $ - $ 292.00 $ - $ 292.00 $ - $ 292.00 $ - $ 1,087.00 $ - $ 1,087.00 $ - $ 1,087.00 $ - 1 $ 1,087.00 $ 1,087.00 STD $ 158.00 $ - 247 13.13 13.14 13.15 13.16 13.17 13.18 13.19 13.20 13.21 13.22 13.23 13.24 13.25 13.26 13.27 13.28 13.29 13.30 13.31 13.32 13.33 13.34 13.35 13.36 13.37 13.38 13.39 13.40 13.41 13.42 13.43 13.44 13.45 13.46 13.47 13.48 13.49 Power window/both oassenaer and driver window O.E.M factor{ installed, AM/FM Premium stereo. CD-Player, Weatherboard, Handfree interface, Bluetooth 0 E.M factory installed, AM/FM Premium stereo. CD-Player, Weatherband, Handfree interface. Bluetooth. Sirius/XM Sateilite Radio accommodation package includes antenna. power supply and two speakers (No radio) O.E.M factory installed, AM/FM stereo. MP3. Weatherband, Handfree interface. Bluetooth O.E.M factory installed. air conditionino Dash mounted air cleaner air restriction gauge -(Display in Co-Pilot onl v) Transmission temp gauges Windshield defroster fan w/switcn dash mounted Between seats mounted console Transmission oil sensor (check & fill ) CB hot jacks dash mounted Tilt & telescope steering wheel Tilt steering wheel Self cancelinq tum siQnals List seating options for driver and passenger seats. Use as many options as you need to offer seat vari ations customers have been buvina. Bostrom Talladega 915 Hi-Back a;r d river seat Bostrom Talla dega 915 wide ri de Hi-Back air driver with 4 chamber air lumbar Bostrom 1 alladega ifl 5 Hi-Back air d river seat and air lumbar support A ir-Sears A tlas 70 hi-back driver seat Air-Sear s Atlas 70 hi-back driver seat "1-'remium comfort with height adj. Air l umbar Air-"Sears Atlas 80 hi-back d river seat 4 chamoer air lumbar National 2000 hi-back air driver seat -single chamber air lumbar, 2 position front cushion adj ustable National 2000 hi-back air driver seat -t hree chamber air lumbar. 2 position front cushion adjustabie front cushion with adjustable rear cushion Mack fixed rider seat mid-back with integral storage compartment Mack fixed rider seat hi-back with integral storage compartment Extended non suspension rider seat with seat belts (2 ) Mack t 1xed hi-back rider seat Bostrom Talladega 900R mid-back non suspension rider seat Bostrom Talladega 90DR hi-back non suspension rider seat Bostrom Talladega 915 m id back air r ider seat Bostr om l al!adega 915 hi-back air rider seat Bostrom Talladega 915 hi-back air rider seat with air lumbar National 2000 mid-back air ri der seat National 2000 hi-back air rider seat O mit rider seat Inboard mounted driver arm rest $ 325.00 $ - STD $ 157.00 $ - $ (175.00) $ - $ (45.00) $ - STD $ - STD STD $ 87.00 $ - $ 308.00 $ - STD $ 13.00 $ - STD $ - STD $ 26.00 $ - $ 181.00 $ - $ 137.00 $ - $ 246.00 $ - $ 301 .00 $ - $ 374.00 $ - 1 $ 104.00 $ 104.00 $ 199.00 $ - $ 82.00 $ - $ 106.00 $ - $ 101.00 $ - $ 4400 $ - $ 74.00 $ - $ 95.00 $ - $ 200.00 $ - $ 297.00 $ - $ 297.00 $ - $ 214 .00 $ - $ 250.00 $ - $ (40 00) $ - $ -$ - 248 13.50 13.51 13.52 13.53 13.54 13.55 13.56 13.57 13.58 13.59 13.60 13.61 13.62 13.63 13.64 13.65 13.66 13.67 13.68 13.69 13.70 13.71 13.72 13.73 13.74 13.75 13.76 13.77 13.78 13.79 13.80 13.81 Inboard mounted rider arm rest -Air Ride Seat Only Cloth with vinyl driver & rider seat Driver seat oust cover Passenger seat dust cover -Not Available with fix passenger seat IAII ultra leather drive and ride set Orange driver & rider seat be lt Light & buzzer for seat belt Push button type starter Diagonal grab handle on inside of driver door Co-pilot driver display (enhanced 4 .5" diagonal graphic LCD display w/4-button stalk control -includes guard dog routine maintenance monitorinq Roadwatch ambient air temp gauge for outside and road temps - requires aero-dynamic mirrors Roadwatch ambient air temp gauge f or outsid e ana road temps without display -includes cable to D panel with 6" extra wire Roadwatch ambient air lemp gauge for outsid e and road temps with dispiay on dash panel 5Ib fire extinguisher between LH seat base and door with valve aimed rearward Reflector l<it paralle l to inside o f rider base seat !Air conditioning blend air HVAC with A I l.,; temp regulation Air conditioning blend air HVAC with ATC temp regulation & APADS Air conditioning with air conditioning protection & diagnostic system (APADS ) Cab cleanout -includes in cab pneumatic line 40 C hannel Gt:S K adio, 10 channel weather 48ff Rad io antenna right side m irror mounted 48"Gt:S Antenna left side mirror mounted C B hot jacks mounted on the dash and in head er console C B mounting in console & external speakers Auto s hutoff for radio when truck 1s in reverse Exhaust pyrometer & transmission oil temperature gauges t:xhaust pyrometer, transmission oil temperature, manifold pressure and a i r application gauges Exhaust pyrometer, transmission oil temperature, manif old pressure and a i r application gauges. Air Suspension Rear Axle temperature gauge Red floor lighting w tswitch plus (4 ) door lamps w /swltches Interior storage console mounted on floor between seats w /12 volt power outlet Bodybuilder interior console mounted to floor between seats 14.D MN/DOT OPTIONS· 14.10 14.20 14.30 14.40 14.50 14.60 Additional warranty coveraqe per spec 12.9 Engine Plan 1o0 months 250.000 miles Engine Plan 1 72 months 250.000 miles Engine Plan 1 84 months 250.000 miles Engine Plan 1 60 months 250,000 miles • HP over 460 horses Engine -Plan 1 72 months 250.000 miles -HP over 460 horses $ -$ - $ -$ - $ -$ - $ -$ - $ 95.00 $ - $ 76.00 $ - $ 35.00 $ - $ 13.00 $ - 1 $ 35.00 $ 35.00 STD $ 648.00 $ - $ 967.00 $ - s 1,081.00 $ - 1 $ 66.00 $ 66.00 1 $ 27.00 $ 27.00 $ 81.00 $ - r $ 226.00 $ - $ 132.00 $ - $ 46.00 $ - $ 205.00 $ - $ 4.00 $ - $ 38.00 $ - $ 17.00 $ - $ 107.00 $ - $ 47.00 $ - STD $ 75.00 $ - $ 100.00 $ - $ 91.00 $ - $ 103.00 $ - $ 308.00 $ - $ 209.00 $ - $ . $ 1,200 00 $ - $ 2,20000 $ - $ 2,520.00 $ - $ 2,000.00 $ - $ 3,300.00 $ - 249 14.70 14.80 14.90 14.10 14.11 14.12 14.13 14.14 14.15 14.16 14.17 14.18 14.19 14.20 14.21 14.22 14.23 14.24 14.25 14.26 14.27 14.28 Engine 1-'lan 1 84 months 250,000 miles -HP over 460 horses Engine 1-'lan 2 60 months 250,000 miles Engine Plar, 2 IL months 250,000 miles Engine P lan 2 84 months 250,000 m iles Engine Plan 2 60 months 250,000 m iles -HP over 460 horses Engine Plan 2 72 months 250,000 miles -H P over 460 horses E ngine 1-'lan 2 84 months 250,ouo miles - H P over 460 horses Engine after-treatment systems (EATS) 60 months 250,000 miles Engine after-treatment systems (EATS) 72 months 250,000 miles Engine after-treatment systems (EATS) 84 months 250,000 miles M-Drive Transmission 48 months 500.000 miles M-Drive Transmission 60 months 500.000 miles M-Drive HD Transmission 48 months 250.000 miles M-Drive HD Transmission 60 months 250.000 miles M-Drive Clutch 48 months 250.000 M-Drive Clutch 60 months 250,000 HVAC (Air Cond1tioninq) 60 months Starter 60 months 300,000 mites Alternator 60 months 300,000 miles Starter & Alternator 60 months 300,000 miles For Prebuild and Pilot meets See RFP special Terms and conditions Prebuild specification meeting (per person) to be held in St. Paul/Minneapolis area. Pilot inspection meeting (per person). 1s.o TRAILER TOW OPTIONS· 15.1 15.2 15.3 15.4 15.5 Trailer tow package extended to rear of frame Traiier oackaqe extend to rear of frame per Spec 12.12 Sinqle 7 pin SAE type, end of frame Dual 7 pins standard SAE type, end of frame ( 1) for trailer with electric brakes, (1 ) for trailer with air brakes Hand control valve for trailer brakes 16.0 MANUALS/ TRADE-IN INTEREST FEE: Percent interest per month (non-compounding) on unpaid cab & 1s.1 chassis balance. Applies only to CPV Members. (Payable after trade-in is delivered to vendor) Percentage/per month. SEE Special Terms and Conditions re interest to State agencies. 16.2 Manuals in print form, parts repair and service, per set 16.3 Manuals in CD form parts repair and service. per set 16.4 Premium Tech Tool 17.0 Delivery Charges: 11.1 Price per loaded mile List starting point 11.2 Roseville, MN 55113 18.0 Maintenance /Body Shop Repair Rate Per Hour 1s.1 Rate for initial Inspection/Diagnostics T 3.soo.oo $ - $ 1,900.00 $ - $ 3.800.00 $ - $ 4,300.00 $ - $ 2,950.00 $ - $ 5,675.00 $ - $ 6.450.00 $ - $ 675.00 $ - $ 825.00 $ - $ 950.00 $ - $ 971.00 $ - $ 2 ,067.00 $ - $ 775.00 $ - $ 1,150.00 $ - $ 395.00 $ - $ 695.00 $ - $ 600.00 $ - $ 203.00 $ - $ 231.00 $ - $ 315.00 $ - $ 1.00 $ 900.00 $ 1 $ 317.00 $ 317.00 $ 417.00 $ - 1 $ 117.00 $ 117.00 $ 158.00 $ - 1 $ 47.00 $ 47.00 I $ 900.00 $ - $ 500.00 $ - $ 3,800.00 $ - 2.00 1 $ 161.00 I $ 250 1s.2 Rate for Mechanical Work 18.3 Rate for Body Work 167.00 1 $ 167.00 $ 19.0 Quantity Discounts: 20 Next Model Year Upcharges Enter the following Production Model Year here »>>»»> 20.1 Percentage Upcharge for the following Model Year Base Unit 2023 1.50% $ 1,517.00 20.2 Percentage Upcharge for the following Model Year Options 1.50% $ 1,517.00 Total Cost: $107,412.00 251 • crrror CHANHASSEN CITY OF CHANHASSEN 7700 MARKET BLVD., PO BOX 147 CHANHASSEN, MN 55317 952-227-1140 lax 952-227-1170 Purchase Order No, t.Jse emp ld PURCHASE ORDER - Vendor. Ship To Name Address Name TB ET Address City ____ S! Phone ZIP ___ _ City St Qty \ Phone Units Description I Unit Price e.,cx.._, H"'1 d 'y"ed-' i ~ t..5 1 .5..,cl.; f l6u) -\-W j 11\.'7 J _5u. I '1 ~ /J'< ·e,..\d-e... y-LJ pre... W(...+ °'-.S Sp'<'...,c:.~ ,<fed Payment Details @ Check 0 Cash Sub Total Shipping & Handling Taxes State ZIP ____ _ TOTAL I I I I I .I 0 Account No. 0 Credit Card ------ Name CC# [ BUDGET CODE# Exp Dale Approval =._en~ignature City Manager Signature Noles/Remarks ] Order No Sales Rep Date Ship Via 252 IZJ TBEI ~.i,~ ...... ~ Quote Response Form Page J of 12 02/09/2022 12:08 PM Ox Dados I ClyS!eel I D.ml""" I Rug!,( I J-C<a!t I Tram PROUDLY MADE IN Tl-IE USA 52182 Ember Road End User: Lake Crystal MN 56055 507-726-2728 Customer: 101217 CHARLIE SIEG LE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Taken By: Brandon Oachs Phone: 952-292-4694 Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LC00120563 Net 30Days. 7/6/2021 4/29/2022 CASSEM, MARTY USD UM EA Quantity =lt=em=----_D_e=sc'-'-r~i p.cct=ioc=n'----__________________ ----'U"-'n""i'-'-t ""P.;c..r=ic~e 1.00 2085014 MAB ULTRA-SS-1 O'-LR27-46/36/36-CHAN-1NST 22,012.00 **SS BACKUP CAMERA MOUNT -MOVE TO PASSENGER SIDE** Box Make and Model J-CRAFT -ULTRA-SS Stainless Steel List Truck Type Box Fits Single Axle Box Style Square, Western Crossmemberless Width & Length of Box 96" wide O.D. Extended Price 22,012.00 Side Panel Description 7 GA 201 STAINLESS STEEL panel, fully boxed top rails, horizontally braced, w/sloped self cleaning rubrails, without board pockets, with inverted box top rails dirt shedding. Front Panel Description 7 GA 201 STAINLESS STEEL construction, reinforced top lip, with rcinforcings at 1/3 points. Floor Description 1/4" thick Hardox Material, approx 95" wide. Comer Post Description 7 ga 201 STAINLESS steel, full depth, located at rear of body. 1/4" SS Rear Apron and latching hardware Under Structure Description Structural I-BEAM longsills (no crossmembers) Tailgate Description 7 ga 201 Outler STAINLESS steel construction. 1-1/4" dia top & bottom pins, Airtrip linkage standard. Hinge Description Upper gate hinges constructed of 1" thick steel, supported by dual 1/2" ears. Description of Peripheral Items (Lights, Access Steps, etc.) FMVSS-108 approved (rubber grommet mounted) L.E.D. clearance lights, wiring harness, and L. E.D. cluster of 3 included. A irtrip tailgate linkage, Rear mudflaps included. Is Installation included in price? Yes_X_ or No __ IsBoxPainted? Yes __ or No_X_ (See details below Box will be Stainless Steel Finish with Rock Guard Underside & Black on Top of Floor) Warranty Infonnation 24 Months from "in service" date Price Includes: **SS BACKUP CAMERA MOUNT -MOVE TO PASSENGER SIDE** 1.007 -10' 100ULTRASS-LR27-46-36-36 1.1 -Air operated tailgate latch 1.7 -Installation of Body 1.8 -Installation of Air Trip 1.11 -J-Crafi Z-Coat/Rock Guard Understructure Single Axle Body 1.011 -Front mud flaps to be mounted to the body in lieu of truck frame 1.052 -Snow Stake Pockets Thru Boxed Top Rail - **-Include**** 5 each side Stake pockets through box top rail that are 2" x 1.5" City will use for side extensions for hauling snow*** 1.100-Tarp!Tie Rail (2" Flatbar) full length both sides (ADD) per/ft of Stainless Steel Body 253 Quote Response Form Page 2 of12 02/09/2022 12:08 PM OJ< -• I cri,,,IBol I llLnClass I lru!!bV I J.cfllft I Tmts PROUDLY MADE IN THE USA EA EA 1.102 -Stow-A-Way Access ladder, w/ steps above (1 ea) MX body series only (SS) Type w/ 2 Steps Above** -Mounted on the Drivers Side Front Comer 1.054 -Dual "split" sander manifold., in rear comer posts -Move manifolds inboard as far as possible 1.055 -Tailgate top lever pin release (Single Axle bodies only) NOTE: ECN Body to have the J-Craft Style QD**"' 1.074 -Cabshield, SS 1/2 type (24") weld-on style attached 1.048 -CONSPTCUfTY TAPE, Installed (Single Application) -Note: For Single Axle Truck ** 1.064 -ASSY SHOVEL HOLDER TUBE -45" -PNT -FIX TO LIGHTER THICKNESS PIPE*"" -Round Tube (use muffler tube thickness or close to it) & hammer to hold shovel -Mounted to truck frame bolted on -Painted Black -Note: Install to verify Shovel will fit with Body and Cab before installing -Special Customer Request NON-Contract Item ** 1.280 -Frame Paint Black after Equipments Installed Hoist 2.0 Box Hoist Make and Model RUGBY LR-27 Class & type NTEA class 50, Type T underbody Rated capacity 14.1 ton -10' body 12.7 ton -11' body Maximum PSI operating pressure 2450 PSI Cylinder bore & stroke 7" dia x 20" Stroke Piston rod diameter & description 2" dia Hard Chrome Plated Sub-frame construction Hinge point constructed of 5"angle, with I" pin supports, 3-l/2"solid block hinges, & 2" dia pins (greasable), and 2 safety props included. Is installation included in price? Yes_X_ or No __ Warranty Info 24 Months from "in service" date Includes: 2.1 -LR27 Hoist Price 2.3 -Installation Price Include all Parts & Labor Install Notes: **USE BRASS SCREW TYPE CAP FITTINGS ON ALL AIR LINES I-CRAFT HAS TO DEAL WITH** **MAKE SURE THE BACK UP ALARM IS ON THE BACKSIDE OF THE HINGE ON BRACKET FACING DOWN TOWARDS THE GROUND SO IF'WATER GETS IN lT, IT WON'T FREEZE AND GO BAD** 1.001817152 WHELEN-DOT3410D SYSTEM W/TIR.3 -INST 4,426.00 4,426.00 1.114 -WHELEN PACKAGE /J-CRAFT (DOT34 l OD) warning light system 410, consisting of:(2) ST A JNLESS STEEL Micro 400 3 Lamp with 60' TPR Cable, 400 Series Rear Lightheads with Stainless Steel boxes with side TTR3 (ADD4TlR3). Rear lights include (2) Linear400 Amber, (2) LED Back Up, and (2) LED BTT. Includes DOT-LED Flasher/Junction box and install kit. - Installed Notes: -Install to mount Wing Strobe just past horizontal brace on moldboard and inset off moldboard screw through moldboard and cut screws off. -Strobe Lights on Top, STT in the Middle, Backup on bottom 1.001930124 PLOW LIGHT-JW SPEAKER HEATED-AL-INST 1,323.00 1,323.00 254 Quote Response Form Pagc3 of12 02/09/2022 12:08 PM o. Bo• I CrYBlMI J tutall!S I ftuglly I J.Cndt I 1'rlMe PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 Taken By: Brandon Oachs End User: C ustomer: 101217 CHARLIE SJEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSE N MN 55317 USA Pho11e: 952-292-4694 Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LC00120563 Net 30Days. 7/6/2021 4/29/2022 CASSEM, MARTY USD UM Quantity l_t_em _____ D_es_c_ri~p_ti_on ___________________ U_ni_t _P_ri_cc Extended Price l.161 -Mirror mounted JW Speaker (Heated) Plow light package (Alum brackets) with 4th Leg Ins talled to Secure Mirror better . Note : Chassis must come with Hood Mirrors for this to work EA 1 .00 1650649 BODY UP SWITCH E/ELECTRIC CONTROLS-INSTL 245.00 245 .00 2.3 -Body "UP" Switch EA 1.00 2372632 MAB HENKE-10'-PPW-FM-RL-SS MOLD-HYDPB-IN 16,395.00 16,395.00 255 Quote Response Form Page 4 of 12 02/09/202212:08 PM Ox -es I Crys!Bel I ll.ndl"" I Rigby I .I-Craft I Trauls PROUDLY MADE IN lliE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 Taken By: Brandon Oachs End User: Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Phone: 952-292-4694 Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LC00120563 Net 30 Days. 7/6/2021 4/29/2022 CASSEM, MARTY USD UM Quantity Item ~D""'e.c..sc""r""'i p""ti"'"o""nc...,_ ________________ _ Unit Price Extended Price EA Wing Plow • Make and Model Henke Postless Plow Wing Rear Lift Where Mounted on Truck Front of Chassis Post Structure 23" by 15" HD Parallel Ann Structure with 3" x I 0" x 2" Double Acting Lift Cylinder. With Rear Lift for Heel Stow Cylinder. Moldboard Description Smooth Rolled 3/16" hi-tensile 50,000psi Steel Plate, Leading end height 29" and discharge end height 36", non-tripping edge. Anti-Chatter Feature. Moldboard Cutting Edge Description Sec options below for cutting edge Lift Height Rear Mount Lift 12.65" of Float & Front Mount Lift 14.5" of Float Hydraulic Cylinder Description 4" x 15" x 2" Double Acting Wing Stow Cylinder with built in Counter Balance Valve. 3" x 10" x 2" Post Cylinder. Push Beam Type Single hydraulic push beam with built in accumulator Rear Attached Structure Standard Henke Rear Attach (Front or Rear Mount Capable) Paint Postless Wing painted to your color specification (Chanhassen Green) Warranty Information 12 Months from "in service" date Includes: 4.003 -Wing 10', Spring Cushion Pushbeam, LESS CUTTING EDGES 4.1 -Installation of Wing Plow -w/Standard Bulkhead Couplers 4.8 -Front Mount PPW IN LIEU of the Rear Mount 4.22 -Single Hydraulic push-beam 4 x 28 with built in accumulator IN LIEU of Spring Cushioned push-beam 4.25 • 304 Stainless Steel Wing Moldboard in lieu of Steel 4.27 -Mailbox Cut on Wing Moldboard 4.28 -Add for paint other than standard -(Chanhassen Green) -Note: Make sure couplers are easy & accessable to put on and remove & Weatherpack Wing Strobe Wiring Disconnect **NOTE: NO CUTTING EDGES PER CHANHASSEN· THEY WILL DO THEIR OWN** 1.002153666 MAB PLOW HITCH-QCP-S/A-REV-STD CPLR-MACK 4,710.00 4,710.00 256 ~TBEI Quote Response Form Page 5 of 12 02/09/2022 12:08 PM ~.,,r..-o;..,,.-<-"' 0• Bodes I cr,siee1 I tuatll!.'IS I Rugby I ~ I TrlNb PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 Taken By: Brandon Oachs End User: Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Phone: 952-292-4694 Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LC00120563 Net 30Days. 7/6/2021 4/29/2022 CASSEM, MARTY UM Quantitv Item Descrip tion EA **VERIFY FRONT WING HOLE JN FRONT ATTACH FOR PROPER HEIGHT** Front Hitch -Make and Model Henke Drop Pin (QCP) -Pick Truck Attach in Options Below Lift cylinder description See Options Below Truck frame mounting requirements l 8"-24" front frame extensions. Warranty Info 12 months from "In-Service" date Includes: 5 .1 -Installation of Front Hitch 5.2 -3 line standard bulkhead coulpers 5.12 -Truck Attach kit, J-Craft Style 5.14 -3" X 10" Single Acting Cylinder 5 .18-Spring Return -Channel bumper on each side of hitch Bolt On -Painted black -Note: Make sure couplers are easy & accessable to put on and remove 1.00 1350265 HENKE 41Rl2IS-SS, ECT, UH-GREEN-INS Unit Price 8,837.00 USD Extended Price 8,837.00 257 Quote Response Form OJ< Bodes I ~I I lmCISS!I I ftugt,y I J-Cmlt I lrBvol PROUDLY MADE IN Tl-IE USA PRICE SCHEDULE 6.0 VENDOR TO PROVIDE 2-Way Reversible Plow FOLLOWING DETAIL Two-Way Reversible Snow Plow-Make and Model Henke 2 -Way Reversable I-Plows Moldboard height 42" Moldboard smoothed rolled design at what radius. 21" Radius Discharge height 42" Plow Throat depth from vertical to deepest point in. 26'' Moldboard thickness & type of steel 10 gauge Rolled Plate Moldboard with Integral Shield Type, size and number of vertical reinforcement ribs. Plate, 1/2" x 4" Tapered, Qty. 6 Adjustable cutting edge angles to pavement measured from roadway 3 positions from 10 to 25 degrees surface through perpendicular back toward truck. State number of hook up points from moldboard to frame. 4 points with I" bearing surface Type and size ofreinforcement of frog at either end. 5/8" x 4" x. 4" with 1/2" gussets between bolt holes Type and size of circle frame 3 1/2" x 3 1/2" x 1/2" rolled angle Page 6 of 12 02/09/202212:08 PM Size of double acting reversing cylinders. Hydraulic power reverse with (2) 3" x 10" x 2" D.A. cylinders & cushion valve Size and type ofreinforced snow flap 2 ply 12" rubber flap (optional) Type and size of push frame 4" x 4" x 3/8" square steel tube Cutting Edge (AASHO punched) size. See Below for Cutting Edges Distance beyond vertical that snow deflectors integral with 26.5" at 10 degree layback moldboard extends. Size of adjustable snow shoes See Below for Shoe Options Weight of plow (less hitch and hydraulics) 1,771 lbs average weight between 10' -12' plows Type and number of resettable HD compression spring trip mechanisms. ECT -External compression trip Painting system with type of paint Commercial Blast, Industrial primer, Plow painted to your color specification (verify at time of order) Warranty Info 12 months from "ln-Scrvice" date Includes: Length 12' Moldboard height 42" Trip ECT -External Compression Trip 6.009-ROAD WARRIOR PLOW -42Rl2IS·ECT-LESS CUTTING EDGES 6.7 -Plow Portion QCP 6.41 -Rod Markers 6.42 -Jack Stand 6.45 -Rubber Shield 12 6.62 -304 Stainless Steel Moldboard for IO', 11' & 12' 4.34 -Add for paint other than standard -Chanhassen Green (Face of plow not painted) -Note: Henke to Add Grease Zerks in Plow Reversing Cylinder pins for rod and base end **NOTE: NO CUTTING EDGES PER CHANHASSEN -THEY WILL DO THEIR OWN** 258 Quote Response Form Page 7 of 12 02/09/2022 12:08 PM Oil 11o,1,_ I cr)'S!eel I eu-aaas. I Rugby I J-Criirt I li!Ml PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 Taken By: Brandon Oachs End User: Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Phone: 952-292-4694 Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LC00I20563 Net 30 Days. 7/6/2021 4/29/2022 CASSEM, MARTY USO UM EA EA Quantity l::.::t;:;.;em=--___ 0D::..:ec::.s~cr:..:.ia:.cPt=io=-=n~--------------------'-U_;cn=it-=P'-"r""'ice=---=E=x=t=cn=d=ed=-=P'-"r=ic=e 1.00 2242427 J-CRAFT 6x4TG-SS-SALTSPEC-PREWET BAR-INS 5,945.00 5,945.00 8.0 NON-MnDOT PRlCE SCHEDULE SANDER Sander -Make and Model J-Craft 6TGS SS Salt Special Auger size 6" Auger Type of Sander Stainless Steel Under tailgate type, 6" dia (carbon steel) 4" pitch single auger, direct hydraulic drive, Oversized auger motor for low speed operation & continuous flow, LH Discharge w/POLY self-leveling spinner assembly, Dual over-center locks on hopper cleanout door, mtg brackets and mtg tabs weldt-'d to hopper, In Stainless Mill Finish. number of spinners Single Left Hand Spinner Warranty Infonnation 24 Months from "in service" date Includes: -Standard Couplers 8.1 -Installation of Sander include all Pans & Labor 8.11 -Exterior spill plates made from stainless steel 8.14 -Adder for Stainless Steel Prewet Tube in Sander· DO NOT DRJLL HOLES -CUSTOMER WILL DRILL THEIR OWN HOLES IN SS BAR -Extra 6" SS salt shield inside sander -Note: Position the two hoses on the motor forward -(not down). **-Note: Add two pieces on inside of sander to keep flow plates lined up when dumping.** -HOSE SOCKS NEEDED ON ALL HYDRAULIC LINES FOR SANDER** -ADD HOSE CLAMPS AND SS BRACKET FOR PASSENGER SIDE HOSES TO MOUNT TN CHAIN HOLDER** 1.00 2284972 MAB HYDRAULICS-61 00-GEN5-CH ANHASSEN-INS 33,818.00 33,818.00 259 Quote Response Form 0,: II<>'™ I Clysteo! 1 lllnClaos I Rugby I J-cr.tt I Travis PROUDLY MADE IN THE USA 9.0 NON-MnDOT PRICE SCHEDULE HYDRAULICS Hydraulics -Make and Model Force America pump, Force/Parker MCV-1SO Add-A-Fold Valve Cab controls description Force America electronic control assembly, Floor Mounted Page 8 of 12 02/09/2022 12:08 PM Sander control description Force America model CC-6100 manually adjustable Electronic control, w/stand-by, blast, ground- speed interrupt, & liquid hookup. Pump drive description Automatic Transmission Mounted PTO Pump type Variable displacement, axial piston type, load-sensing, Valve description Closed center load-sensing type, w/mid-inlet, manifold design Number and type functions 9 functions: Hoist Undrbody D/A LR27, Plow Lift SIA, Plow Angle DIA, Wing Heel DIA, WingToe D/A, Wing Push Bar DIA, Sander Auger, Sander Spinner, Hydraulic Pre-Wet. -With Relief on Hoist and Float on Plow Lift Cylinder (Note: Customer to Use Precise System and need to know when plow float is activated through Precise GPS) Type of valve actuation Elect solenoid, w/manual over-ride Reservoir size w/filler-breatber, sight glass, suction screen, and magnetic plug Fluid type A TF ( equivalent to Dexron Hl) Filter style Remote mount, or intank w/12 volt DC condition indicator, & return line check valve. Valve enclosure Steel construction, frame mount design, w/removable cover Hose recommendation 2" dia suction, 1-1/4" dia return, 1" dia pressure, w/balance to match equipment port sizing. R2 for pressure lines, R 1 for return lines, R4 for suction line. Return line manifold inclued. Includes: 9.7 -MCV-1SO VALVE 9 FUNCTIONS INSTALLED 9.1 -Installation (Hose, plumbing, hardware, labor, etc.) of hydraulics. 9.25 • FORCE BRACKET, ARM, DISPLAY MOUNT, PIPING-SCREEN MOUNT 9.27 -FLOOR MOUNT CONTROL ST AND, INSTALLED (ADDER) 9.32 -IN-TANK mounted filter w/12 volt indicator, installed 9.59-Force TXV120 (7.3 CID) pump, w/ 280 hotshift P.T.O. for Allison Trans application, installed -Transmission Mounted Pump 9.73 -Temp/Low oil indicator system, VT35 Mounted w/light mounted in cab installed 9.85 -Adder Internal Counter Balance Valve (lntergrated into Valve) (Wing Post) 9.91 -VT35 stainless steel valve enclosure in lieu of Standard 9 .00 I -(ADDER) for 6100 Hydraulic Closed Loop Prewet Feedback Cable 9.030 -(ADDER) for optional Harness for Camera (x2 Backup & Wing) 9.22 -MODULAR ULTRA-4-6100 Commander control installed Control to be configured with -1st stick (Plow up & Plow Steer -2nd Stick Wing Toe & Wing Heel -3rd Stick Hoist -4th Stick Push Bar NOTE for INSTALL: Make sure there is room between the control box and power board so they do not vibrate against each other and make sure this is bolted tight to the solid floor. **MAKE SURE TO MOUNT VAL VE BODY AS HIGH AS POSSIBLE WITH EVERYTHING CLEAR AND CAPABLE OF USE** **MAKE SURE WHERE HOSES COME OUT OF VA VLE THAT THEY DON NOT RUB ON VAL VE ENCLOSURES SHARP SURFACES** 260 Quote Response Form Page 9 of 12 02/09/2022 12:08 PM l)l( Bodies I OJSl2d I CUaClells I Rugl>f I J.Cla/t I 1'lllllls PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 Taken By: Brandon Oachs End User: Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK.PLACE CHANHASSEN MN 55317 USA Phone: 952-292-4694 Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LC00120563 Net 30Days. 7/6/2021 4/29/2022 CASSEM, MARTY UM EA EA Quantity I_t=em""-___ D----'-es=c"'-ri""·p=ti=o=n __________________ U"-'n=i~t ~P=ri'-'-'-ce 1.00 2401522 MAB AIR SPRING KIT, AUTO, MACK-INSTALLED 1,625.00 **NOTE VERIFY KIT IS AUTOMATIC NOT MANUAL FOR REGUALATOR ** 10.0 NON-MnDOT PRICE SCHEDULE AIR BAG SYSTEM Air Bag System FOLLOWING DETAIL Air Bag System, Make & Model Canadian LoadShare model HS Air bag load capacity at installed height (pounds/inches) 9,500 lbs Air bag diameter 8" Diameter Air bag minimum operating pressure 20 psi Air bag maximum operating pressure 100 psi Grade of fasteners used to mount system. Grade 8 Should air bag system be installed before snow fighting equipment is installed? Yes X or No __ Warranty Info 24 months from "In-Service" date Includes: 10.5 -Air spring kit, Auto adj., Mack -Note: Make sure Air Bag is clear from oil filter and all other things when filled and not filled. 1.002329303 LIGHTBAR/STROBE-ROOF MOUNT-MACK-INST 1.173 -Roof mounted Mircor Edge lights (Alum Crossbar) Installed. (Note: Applicable on trucks with drip rails only!) 842.00 USD Extended Price 1,625.00 842.00 -Micro Edge Strobes, and tum signals will be installed on light bar. *Note: Mount the lighl bar ahead of cabshield with enough clearance for cab to move side to side and back and forth** EA 3.00 2222111 FRAME END CAP-W/OEM-3/4"-WSTAR/FL-INST 333.00 999.00 **VERIFY CHASSIS FRAME TO END CAP"'* I .002 -Frame End cap W /OEM Stop-Tail-Tum Light mounts (Required if no rear hitch selected), Installed EA 1.002147095 LED DOUBLE FACE TURN LIGHTS INSTALLED 256.00 256.00 l .106 -LED Double Face Turn Lights (Mounted off Crossbar side plates) 261 Quote Response Form Page 10 of 12 02/09/2022 12:08 PM ox Bodes I ~ I D..-aaaso l Rugby I J.Crall I T,w!s PROUDLY MADE IN 'THE USA 52182 Ember Road End User: Lake Crystal MN 56055 507-726-2728 Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Taken By: Brandon Oachs Phone: 952-2924694 Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LC00120563 Net 30 Days. 7/6/2021 4/29/2022 CASSEM, MARTY USD UM EA EA EA EA EA Quantity =lt=e=m'----_D~e_sc~r~ip_ti_·o_n __________________ _.:U:::..n:..::i:.:.t..:..P..:...ri=-=c-"'e --=E=-=x=te::::nc::,d_:,:ed,c__..:._P~ri=ce 1.001350422 INSTALL, ON SPOT TIRE CHAIN .KlT(GENERIC) 2,549.00 2,549.00 1.045 -On Spot Tire Chains System Installed (Per axle) -Note: Make sure to Install correctly so chains do not drag or touch the ground when not in use 1.001446473 PRE WET TAILGATE KIT LDS-TGI 00-INS 5,565.00 5,565.00 Includes: 1.254 -LDS-TG 100-EGF Tailgate mount for all dump bodies. 100 gallon tank, STAINLESS STEEL mtg hardware, plumbing, & Electric Gravity Feed Valve system, installed I.261 -PRE-WET UPCHARGE to go with Hydraulic (Closed Loop) Pump IN LIEU of the standard Gravity Feed on all TG Systems Installed Includes: -TGJO0 100 gal TG Tank KIT -TG I 00 MK-SS-ADJ Mounting Kit -9503x001 TG-CS Quick Fill KIT -9504x00l TG-CS Suction Plumbing KIT -9505x003 TG-CS-FM Discharge Nozzle -SS-HPU-HCL Tank Mount Hyd Closed Loop -9004x002 HPU Relief Valve Kit -**•**•Mount the tank so that the pump is on the right side of the tmck"'********""" .. * -Note: Install to make sure no hoses come out bottom side ofumk as they set it on the bottom side for storage. (See Pictures in Digital Pictures) Tank must have vent in it Note: Need two Bulkhead Fittings & one 5 meter cable, and one 6' cable - cable and hoses to stay with tank but the other cable to stay back inside body rubrail. 1.00 2190624 PRECISE-"ARC"-SENSOR-WIRELESS-G EN 5-INS 5.1 -Air and Road Temperature Sensor, Wireless (GEN 5) 1117640 -Installed 2.001852519 WHELEN-LED SPOT LIGHT(P36SLCHG)-INS 1.174 -Accessory LED work light with disconnect (WHELEN SPOT/FLOOD P36SLCHG) -Mount Wing Work Light off Battery Box -Mount Sander Work Light in Ground Sensor Shield on Sander 1.00 1818419 WHELEN WING STROBE TlRJ(WPLOWZlA) INST 565.00 565.00 250.00 500.00 302.00 302.00 262 ~TBEI Quote Response Form Page 11 of 12 02/09/2022 12:08 PM -~,,--·- Ox 11o,1os I Cr,,,iad I lb'aaB.'IS I~ I ~ I Trmits F'ROUDLY MADE IN lHE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 Taken By: Brandon Oachs End User: Customer: 101217 CHARLIE SIEGLE CTTY OF CHANHASSEN (PARK PLACE) 7901 PARK.PLACE CHANHASSEN MN 553 l 7 USA Phone: 952-292-4694 Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LC00120563 Net 30 Days. 7/6/2021 4/29/2022 CASSEM, MARTY USO UM EA EA EA EA Quantitv _lt_em ____ .:::D--=.es;;.::cc::.r~i p=ti=o=n ________________ _ Unit Price Extended Price 1.107 -Whelen Amber Wing Strobe Super LED TJR3 w/20' HD TPR (WPLOWZlA) Installed 2.00 1922962 ADDITIONAL CAMERA, NV-PC-1110-VLI-INST 311.00 1.287 • PC-1110-VLI Series™ Night Vision Camera K.lT ... (Includes: Camera and 10111 AV Cable) Installed. Backup Camera Mouned off Drivers Side Rear Piller Top Comer -Triggered to Reverse Wing Camera• Mounting Location TBD Cameras will tie into Force GEN 5 Screen for Viewing. 1.00 1649853 ELECTRONIC BRAKE CONT. VOYAGER PKG INS. 325.00 7 .28 -Electronic VOYAGER Brake controller w/wiring to rear socket, installed in cab of truck, Installed ( 1649853) Wired to 7 RV Socket in Hitch 1.002401523 MNDOT ST ATE CONTRACT PURCHASE (193058) 0.00 After reviewing yow equip. needs, and per the State of MN contract number (193058) release number S-863(5) and J-Craft contract number 193058, valid thru April 31, 2022 we offer this for your consideration. Note: I. This quote is a summary of the State of MN price pages, and detailed spec sheets. 2. Warranty is 24 months from In-Service date. ISO 9001:2008 CERTrFIED J-Craft is certified as a NTEA MVP member. 622.00 325.00 0.00 1.00 9900060 SURCHARGE 7,500.00 7,500.00 ****NOT A STATE CONTRACT LINE ITEM**** SURCHARGE FOR STEEL COST BEING FAR GREATER THAN NORMAL TO COVER BUILD COSTS. 263 rzJ TBEI _._.._,,__ Ox Bodes I Qystael I DlnC!aaa I Ruglr; I -I TnrllS PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 Quote Response Form End User: Customer: 101217 CHARLIE SIEGLE Page 12 of 12 02/09/2022 12:08 PM CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 Taken By: Brandon Oachs USA Phone: 952-292-4694 Fax: Estimate Terms Quote Date Expiratioo Date Salesperson LC00120563 Net 30 Days. 7/6/2021 4/29/2022 CASSEM, MARTY Municipal Terms of Sale: If you accept this proposal please sign and date below with PO# if you use one: PO# ------------- Accepted By (Print): ____________ _ Accepted By (Signature):. __________ _ Date:___,.-----------,--- Note: If Changes need to be made after PO is submitted we will need a revised PO reflecting the changes. Visit us online at www.j-craftinc.com/ OPTlON TO ADD: Customer Currency USD ADD $2,744.00 TO TOTAL TO GO WITH A SHUR CO ELECTRIC ARM TARP WITH TENS TON HOOP AND STAINLESS STEEL BRACKETS ON BODY INSTALLED. Sale Amount: Freight: Sales Tax: FET Charges: Total Amount: 119,361.00 0.00 0.00 0.00 119,361.00 264 Capital Improvement Program City of Chanhassen, MN Contact Charlie Howley 2022 2026 thru Department Fleet - Capital Description The plows for the leased vehicles will be purchased separately. 2022 pickups #'s 131,402,408,411,419,420,401 2023 pickups #'s 132 Project #F-100E Priority n/a Justification Budget Impact/Other Useful LifeProject Name Attachments (Plows) for leased vehicles Category PW - Streets Type Equipment Account #2 Account #1 400-1320-4705 Account #4 Account #3 Status Active Total2022 2023 2024 2025 2026Expenditures 156,000120,000 12,000 12,000 12,000Equipment 120,000 12,000 12,000 12,000 156,000Total Total2022 2023 2024 2025 2026Funding Sources 156,000120,000 12,000 12,000 12,000Fleet Capital 120,000 12,000 12,000 12,000 156,000Total 265 • CITY OF CHANHASSEN Purchase Order No. use emp Jd Cl'IYOF CIIANJUSSEN 7700 MARKET BLVD., PO BOX 147 CHANHASSEN, MN 55317 952~227 -1140 fax 952-227 -i 170 PURCHASE ORDER Vendor. ------------.. Ship To Name Address Name A c..,5 P,_~_· _.,,._..;;.£.:-..::Q"'-v-"--'-\ +fA'"'"'~":..:.....:::;e...:..vi:_..+_,__ __ Address City Phone Qty St ZIP ___ _ City St Phone Units Description Unit Price tJ c;:.:S fc.-l-~'\.. ~1 \,J\d-e.. OvT 5L--\oc:J jJIO · i.J LE./) L1c,'-'-tS "# 4-C'S We.s+e.r'n. ?/(/' P'<"c f}v5 s ... ,,cwfJ w LED L1CJ~+5 Payment Details @ Check 0 Cash F I 00 t: Sub Total Shipping & Handling Taxes State ZIP ----- ----- TOTAL ! I •I i 0 Account No. 0 Credit Card TOTAL l,;t~S43;C.-0 I Name cc# Exp Dale C BUDGET CODE# l ________ ____.J] Approval Department Head SignatLJre ~½-~ City Manager Signatt1re Notes/Remarks Order No Sales Rep Date Ship Via 266 ~@.,H/11 NEIJ'tlllC 5UCUB} CORPORA TE HEADQUARTERS: 9150 Pillsbury Avenue South, Bloomington, MN 554W-3686 -Pllone: ((/52) 888-2525 · Fax; /952) 656-7159 · Website; www.aspenequipment.com Cust Name: Chanhassen Public Works Quota Number: Quote Date: 217/2022 Contact: Phone: Charlie Siegle 952-227-1140 CHANHASSEN PU Bl IC WORKS-25-WES-44599-11-2 2-v1 Fax: E-Mail: csiegle@ci.chanhassen.mn.us Aspen Equipment, LLC. is pleased to offer the following quotation for your consideration Q!Y Part/S pec Number 1 3.44 UTWO81 0GEN2 3.143 52280-1 Important Nole: Option: 3.164 72525 Tax Nole: Submitted by, Mark Lundeen 612-719-4414 Description Western 8' Wide Out plow Gen 2, Ultra mount 2 Blade height 31" on Moldboard, 35" st ends Blade gauge is 14 GA steel Four (4) trip springs Pivot bar Six (6) vertical ribs Angling rams are 1-112" x 10" Width at full angle: (7'2" Retracted,9' Expanded, 7'11" Scoop) Torsion bar Dlsc Shoes are optional 1/2" x 6" high carbon steel cutting edge Blade guides Western Wide-Out Deflector Kit Truck rating and compatibilly MUST be verified prior to plow installation Adder for NIGHTHAWK LEO Headlight Kit, Complete $593.00 State of Minnesota Contract 200568 Applicable sales tax a ndlor FET estj mates will be confinned and added to the final i nvolce Quote Sub Total: Estimated Sales Tax; Total: Installed $6,840.00 $450.00 $7,290.00 $0.00 $7,290.00 • F.O.B.: Bloomington, MN (Unless otherMse specified) • Equipment Spedications subj,,ct ta change Note: Options are priced each and are not included in the total. • Quote valid for JO days from date of quotation • Chassis mod~ications including, but not limited to atterationsor relocation of components related to fuel tanks, air tanks. brakes, exhaust systems, battery boxes, protrusions above and below the frame rails, shoMning or lengthening frame rails ano lhe like will be added to the selling pnce. -Mlg's Surcharges may be added to this quota~on. Exh8us/ Syslems: With tha new EPA mandated diesel exhaust S)'$terns for 2007 and newer many changes are taking place. Manulaciurers are often unable to depict accurately how the exhaust systems are configured and have diffic,,lty stipulating whether certain components (I.e. PTOs and pumps) may fit in lhe confined spacBS beneath lhe truck. 2007 EPA COMPLIANT DIESEL EXHAUST SYSTEMS CANNOT BE MODIFIED. RELOCATED OR REPLACED BY ASPEN EQUIPMENT, LLC. Due to evolving designs. Aspen Equipment, ll.C. can nol maintain expertise on every ch ass is/engine/lransm issior\lexhaust conllgura tlon possible. regaroless of who orders or specifies It. Nor can Aspen Equipm e,,t, LLC. guaranlea Iha ta ch ass is ordered today wi II not change In design poor to delivery from the factory. Therefore, Aspen EQu lpmenl. LLC. does nol warrant Iha! quoted products can be ins ta I led on a ch ass is wilhoul modifications lo the chassis or products installed. As such, Aspen Equipment, LLC. will not be responsible for the cost of modificalio,... due to e,:l'lausl systems conflicting with \he installation of quoted products. Asp;,n Equipmant, LLC. will make every reasonable effort to ensure that Installations are completed wltlloul addmonal charges to the customer. t of 3 267 CORPORA TE HEADQUARTERS: 9150 P1//sbury A veooe Sourh. Bloomington, MN 55420-3666 -Phone: /952) 888-2525 · Fax: /952) 656-7159 · Wet>si/e: www_a,;penequipment.com Cust Name: Contact: Phone: Fax: Chanhassen Public Works Charlie Siegle 952-227 -1140 Quote Number: Quote Date: 2/7/2022 CHANHASSEN PUBLIC W0RJ<S-25-WES-44599-11-19-vl E-Mail: csiegle@ci.chanhassen.mn.us Aspen Equipment, LLC. is pleased to offer the following quotation for your consideration Q!Y Part/Spec Number 1 3.12 UTPP85 3.137 57425 Important Note: Option: 3.164 72525 Tax Note: Submitted by, Mark Lundeen 612-719-4414 • FO-B-: Bloomington, MN (Unless otheiwise spec~i•d) • Equipment S pe,;ifiC-'tions subjecl to change • Quote valid for JO days from date o1 quotation Description Western 8'6" Pro Plus Series steel, Ultramol.lnt 2 Blade height 31-1/2' Blade gauge is 12 GA steel Four ( 4) trip springs Pivot bar Two (2) shock absorbers Eight (8) vertical ribs Angling rams are 1-1/2" x 12' Width at full angle: (8' Plow = 6'11", 8'6" Plow= 7'4", 9' Plow= 7'9") Torsion Bar Two (2) cast iron disc shoes 1 /2" x 6" high carbon steel cutting edge Blade guides Western Pro Plus HD Deflector K~ -Std 1 O" D Truck rating and compatibilty MUST be verified prior to plow installation Adder for NIGHTHAWK LED Headlight Kit, Complete $593.00 State of Minnesota Contract 200568 Applicable sales tax and/or FET estimates will be confirmed and added to the final Invoice Quote Sub Total: Estimated Sales Tax: Total: ~ $5,306.00 $431.00 $5,737.00 $0.00 $5,737.00 Note: Options are priced each and are not Included in the total. • Chassis modifica1ions lnciud i ng, but not I im ited to alterations orreloC-'tion of components relsled to fuel Ian ks, air tanks, brakes, exhaust systems, battery boxes, protrusions above and belOw me frame rails, shortening or lengthening frame rails and the like will be added to the selling price_ -Mfg"s Surcharges may be added to this quotation. Exhaust Systems: W ~h the new EPA mandated diesel exhaust systems fot 2007 and newer many changes are laking place_ Manufacturers are oflen unable to depict accurately how the exhaust systems are oonf,g ured and have difficulty slie<J lating whetl1er certain oom pon anlS ( I.e. PTOs and pumps) may fit in the confined spaces beneath 1he truck_ 2007 EPA COMPLIANT DIESEL EXHA LJST SYSTEMS CANNOT BE MODIFIED. RELOCATED OR REPLACED BY ASPEN EQUIPMENT, LLC. Due to evolving designs, Aspen Equipmenl, LLC_ can not maintain expe~ise on every cha ssislengine/lransmlsslon/exha us\ oonfigurafion possible. regar<iless of who orders or specnies ;1. Nor can As pen Equipment, LLC. guarantee Iha! a chassis or<i ered today wil I not change in design prior to delivery from the factory. Therefore, Aspen Equipment. LLC. does not warrant that quoled products can be installed on a chassis without modificaijons to the chassis or products inslalled. As such, Aspen Equipment, LL C. will not be respor"ISible for lhe cost of m odifiMtions due to exhaust systems CQ<Tllicting with lhe installation of quoted prod uclS. Aspen EQUipment. LLC. will make every reasonable effOtt to ensure that installations are completed without add ltlonal charges to the custom er. 1 of3 268 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: February 28, 2022 RESOLUTION NO: 2022-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING PURCHASES OF 2022 FLEET AND EQUIPMENT WHEREAS,the City manages a fleet of vehicles and equipment; and WHEREAS,the approved 2022 Capital Improvement Plan includes the purchase of a new dump truck and miscellaneous attachments for leased vehicles; and WHEREAS,the City obtained quotes from reputable dealers of the vehicle and equipment; and WHEREAS,the quotes received are under the budgeted amount. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes the purchases of 2022 fleet and equipment. PASSED AND ADOPTED by the Chanhassen City Council this 28 th day ofFebruary,2022. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 269 City Council Item February 28, 2022 Item Resolution 2022-XX: Approve Rehabilitation Work for Sanitary Sewer Lift Station #24 Improvements File No.PW055 Item No: E.8 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving rehabilitation work for sanitary sewer lift station #24." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The City annually rehabilitates public sanitary sewer lift stations to keep this critical infrastructure in reliable and proper working order. BACKGROUND The City has a total of 32 public sanitary sewer lift stations. A city map showing all of the stations is attached for reference. Lift stations collect and pump sewage from low points up to higher elevation gravity lines. All sewage eventually enters the Met Council Interceptors for conveyance and treatment. List Station #24 (1801 Lyman Blvd.) is the City's largest capacity station capable of pumping 1450 gallons per minute and serves approximately 2,850 properties. The rehabilitation work includes replacement of one of the four pumps, replacing the slide gates, and adding in equipment to control build up of Fats, Oils, and Grease (FOG) and reduce odor emitting from the station. 270 Annual lift station improvements are included in our CIP and are identified as CIP Project No. SS-017. DISCUSSION BUDGET SS-017 Project budget: $190,000 Item Quote Wet Well Wizard $ 11,972.00 Slide Gates* $ 81,300.00 Pump $ 28,501.20 TOTAL $ 121,773.20 *The slide gate work will be performed via a contractor while the other work will be performed using City forces. The other LS work identified in Project No. SS-017 (Rails and pump for LS #4 & pump for LS #2) will be procured outside of the LS#24 work. RECOMMENDATION Staff recommends approval of the Lift Station #24 rehabilitation work. ATTACHMENTS Sanitary Lift Stations Map CIP Project No. SS-017 LS 24 Pump Quotes LS 24 Wet Well Wizard Quote LS 24 Slide Gate Replacement Proposals Resolution 271 Xä Xä Xä Xä XäXä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Xä Lake Dr E Po nd Promen ade RedCedar PointRd NezPerceDrMissionHillsDrConestoga CtC o lu mbiaLn Blueb o nnetBlvdWashi ngtonBl vdTristanKnollMarketBlvdC h a s k a Rd HarvestLnDogwo o d Rd BaneberryWayWW 96th St Kiow a TrlBaneberry Way EShorewoodOaksDr LakeSusa n HillsDrO akside Cir LakeDr WPark Rd Bl uf f Cr eekDr Lake Dr AudubonRdW 78th St Eag l e RidgeRdBrettonWay Pontiac Ln Carver Beach Rd SunsetTrlCommonwealt hBlvdLakeHazeltineDrPheas a nt Dr Blue Sage Ln W W77th StHighwood Dr GrayFox Curv Nicholas Way PleasantViewRdWas htaBayRd CharingBndAutumnRidgeAvePlymouth Ln Colonial Ln Mayfield CtCree Dr Riley R d gLakeRiley DrPonderosa DrHummingbirdRd ChoctawCirPipewoodCurvRojinaLn Ri verRockDrNMeadow Ct Sandpi perTrlCamden Ri dge Dr Kings Rd Frisco Ct Teal Cir Wildflower LnRosewood Dr Arr o w h e a d Ct MissionHill s Way W KurversPoint Rd HesseFarmCir Eagle CtDogwood Ave Minnewashta Ct MainStRubyLnFaw n Hi l l RdW9 4th StSuffolkDr R ileyCurvSanta Ve r a Dr Dengler LnPintail CirMurrayHillRd MillCreekLn L a keLucyRd Sh o r e v i e w C t BluffRidgeCtMerganser Ct DakotaAveHunte r s C t Cheyenne Spur HenryCtSpoonbillCirTern CtArboretumVillageLn La k e SusanDr WhiteDoveCir Santa Fe TrlCoach CtSt a gH or n L n DelphiniumLnGunflint Ct Arboretum Village Cir Maple Rd Southern Ct Linden Cir Coach LnAutumnRidgeCtCoach PlIndependence CirDiamondCt Erie SpurSh a d o wm e r eYosemiteAve Rockburn Rd OverlookCtMission HillsCt W oodDuck Ln Sierra CtArlingtonCtMolineCir ValleyRidgeCtPontiacCtSaratogaCirVogelsbergTrlOriole AveCascade C t CardinalAveParkland Way Lesle e C u r v CrocusCtTulipCtSantaFeCirMiranda Way Mountain View CtMil l s Dr Deerfoot Trl Jo shuaCir LakeSusanCtForestAveEdge w o o d C t Southwest VillageDr Ha wkcrestCirConeflowerCurvNCentury CtMurray HillCt Basswood Cir Sprin gf ieldD rChippewaTrlPaddockLn LakewayDrMinnew a sh ta P kwyRedwing Ct DeglerCi rManchesterDr WashingtonCir Harrison HillCtStratford BlvdThrush Ct PleasantViewLnPi nehurst Dr KerberBlvdWi ndmillDrTo pazDr Ellendale LnMulberr yCirWels ley CtRockyIslan dLn CenturyTrl Creekview Ct Koehnen CirE Primrose PlFox Hollo wDr PioneerCirGreenleafCtCentury PlFoxtail Ct ArboretumVill ageTrlL on gacres Dr LakeAnnParkDr Preakness Ln Rice CtComme rc e D rSouthwestVill a g eLoopPoppy Dr L a redoL n Bighorn DrMaple Cir D akota LnMa rshDrAlde r WayRiverR o c kDr S SouthShoreDrMa lla rd Ct Village Ct PaisleyCtHighcrestCirMe a d o w L n CastleRdgMoccasi nTrl Vil l a g e S t Olympic Cir Lak e view RdE Sandy Hook Rd A utu mn RidgeWay Village Ln Waterleaf Ln E CrestviewDr Frontier CtHopi Rd Blue Sage Ln E TrappersPassGreatPlainsBlvdD evonsh ire Dr Frontier TrlHid d e n Ci r Bluff ViewCt Picha Dr Bent z Ct CoulterBlvd Chaparral CtWa t e r s E d g e D rIthilien ShastaCirE Hallgren Ct Erie AveStoneCreek CtLaredo DrFox Ct Quiver DrWoodDuckCir Sier r a Trl Settlers Ct Br oken Ar r ow Dr Stoug h t o n A v e Yuma DrHighover Ct SBelmont LnBramble Dr Melody Hill Rd Lincoln Ln B arbaraCt Redwing Ln Ridgehill RdPheasant Cir RedFox Cir St oneCreekDr GrayFoxLnMis si onHillsLnForest CirUticaLnFoxHollowCtRedCedarCvValley View Ct Sadd lebrook Cur v Dove Ct Ospre yLnRoosevelt DrFlamingo DrTecumseh Ln SaratogaDr Pai sl ey Path Stratford R d g Shenendoah Sinn e n Cir Gunf l i nt Tr l LoneCedarCir TetonLn Highland Dr Hick or yRd ShoreDr Clover Ct W78thSt Egret Ct Pelican Ct JeffersonDrVioletRdAudubonRdLucyRidge LnOxbow B ndVas sermanTrlMadison DrBenwoodCirChanhassen Hills Dr N KiowaCirNez PerceCt Partridge Cir DerbyDrNearMountain Blvd Highov e rDrSwanC tW86th StBurlwoodDrLakeHarri s onCir FoxPathDak o t a C i r Pipewood Cir West VillageRd Ashton Ct Valley R idge Trl S BlueJayCirJuniper Ave Bluebill TrlMelodyHillPr a i ri eFlower BlvdUticaCirMonkCtPleasantView CirSouth Cedar Dr Pipe w o o d C t M elodyL nNorthwoodCtRidgeviewPt CountryOaks Dr Willow CrkOrchardLn Heml o c kWayWestern Dr Timberwoo dDrPenamint Ln LodgepolePtW 76th St Ch eyenneAv eLucyRidgeCt Acorn L nWindsorCt AlisaLnHighgateCir HiddenCtConef lower CurvSPleasantParkDrPur plePkwyBuckingwoodCtC entury Cir WalnutCurv Oakwood Rdg Creekwood Dr BlackbirdCt Saddlebro okTrlFreedom LnGreenbriarAveWashtaBay Ct Pi maLnW 77thSt TreetopRdCanterburyCir BridleCreek Cir FawnHill CtW62ndSt Chan ViewCountryOaksRdForestRidgeCir Greenview Dr Jeurissen LnRingneckDr ChesterfieldLn FoxDrBarbe r ry C ir Lone Eagle Dr HesseFarm R d Kelly CtRidgevi ewWayCrestview Cir CactusCurv Lyman BlvdTanagersLn MelodyHillCir AudubonCirBrinkerSt Lakeway CtRenai ssanceCtArrowheadLnAutumnRidgeLn Peaceful Ln BitternCtH o rse sh o e CurvWi llowView C vBriarwoodCt MalloryCtLandin gs Ct Highover TrlLilac Ln WestLakeDrTrailsEndRd Mary Jane CirTanagers PtIbisCtHeartlandCtAmberwo o d L n Heron Dr Saddlebrook Pass Hawthorne Cir Quail XingRedman LnI ndi anHillRdPark Ct Maplewood Ter Cascade Cir WhiteDoveDr 63rd St W RaspberryHillCreek Run Trl Sunnyval e DrMissionHillsCirSteller Cir Mari go ld C tMaplewood Cir Quinn Rd CottongrassCtAppleTreeLnHarrisonHillTrlHwy 5 Park DrEmerald Ln Jersey WayValleyViewPlBe a conCt Declaration DrCenturyBlvdChurch RdCrossroad s BlvdStoneCreekRdHighoverCtNKirkwoodCir Twin Maple Ln DartmouthDr PinewoodCir HighoverWay L a k eLucy Ln Vineland Ct FoxfordRdPleasant View CvPineview Ct Whitetai l Ridge Ct Nor thMano rRdTroendle CirValle y R idgeTrl N Koehnen Cir Chestnut L nBluffC r eek Blvd Hidden Ln Del RioDr South Shore Ct Andrew Ct Lyman Ct Cheyenne Trl Vasserma nPl Eri eCi r PowersPlBentBowTrlCascadePassKno b HillL n HawkcrestCtWhite Oak Ln Maple Shores Dr Canyo nCurvRefle c tionsRdPim licoLnDeerwood Dr Ironwood Rd Corporate Pl Hill StStonegate R dPontiacCir P e n a mintCt Wyns o n g L n Hill sdaleCtCones t o g a Trl Trapline Ln PawneeDrStoneCreek LnW ChaparralLnStrattonCt Cimarron Cir Glendale Dr Timber HillRd Bluff CirUticaTerLandi ngs Dr UplandCirBellevueCtPower sBlv d BruleCirTr ottersCirLa kePtSommergate Moha wkDrMandanCirHunt erDr Summit Cir GoldenCtMa ggie Way 82nd StE IroquoisTownline Rd P i pewood Ln 64th StWW65th St Flintlo c k T r lW187thStMcGlynn Dr UnnamedSa p p h ireLnLa keRiley TrlLuke woodDrRedOakLn Highover Ln Eastwood CtCypressDrMarshlandTrl Piper Ridge Ln CastleRidgeCt LongviewCirArboretu mBlv d AlisaCtShadow LnHuronTiguaLnCartwayLnStoneCreek LnE Hiawatha Dr WestFar m Rd Crossroads Ct Bethes d a C i r KiowaFox Hill D r Par k PlBigWoods Blvd Gr and viewRd Mayapple Pass PointeLa k eLucyCoR d 101 Woodhill Dr Dell Rd M ountai n Way DrakeCtBrendenCtWestLakeCtChesMarDr LakeRileyBlvdSunr idge Ct Arboretum Blvd Ho mesteadLnMin n e was ht a WoodsDrButte Ct Hol l y Ln Lotus Trl Majestic Way Gal pinCt CrestviewDr RidgeRdFirTreeAveKimbe rly Ln North BayDrShawneeLnCrimsonBayRdWater TowerPl Quattro DrStrawberryLn Mul b erryCirE SandyHookCir Heidi L n Preserv e Ct Ches MarFarm Rd Moto r pl ex Ct TanadoonaDr L a keHa rri son RdStonefieldLnElmTreeAve Mea d owlarkLnS umme rfield Dr LakotaLn W79t h StMarket St C h a n h a s s e nHillsD rS West wo odDrDeer br ook DrBridleCreek Trl Bou ld e r RdW82ndStAr b oretu mDrLakeridgeRd Red Cedar Cv Arbo re tum Vill a geCirMain St Pleasant ViewCir Bluff Creek Blvd HesseFar m CirHeidiLnWest F a r m RdLakeridgeRd 32. 32 34. 34 7. 7 4. 4 36. 36 12. 12 9. 9 22. 22 30. 30 27. 27 13. 13 20. 20 24. 24 35. 35 1. 1 2. 2 19. 19 21. 21 15. 15 33. 33 31. 31 16. 16 6. 6 23. 23 29. 29 17. 17 37. 37 28. 28 10. 10 3. 3 14. 14 18. 18 8. 8 38.38 5. 5 26. 26 11. 11 25. 25 ST15 ST18 ST17 ST14 ST61 SA5 SA5 SA7 SA7 SA101 SA41 SA41 )212 LS 21: Trappers Pass LS 14: Pleasantview E LS 6: Minnewashta S LS 28: Kings Rd LS 4: Washta Bay Rd LS 3: Hwy 7 LS 16: Pleasantview W LS 12: Lotus Landing LS 5: Holly Lane LS 25: Heather Court LS 7: Minnewashta N LS 27: Moccasin Trail LS 30: Lake Lucy Road LS 11: Utica Lane LS 31: Stonefield LS 10: Big Woods LS 13: Sandy Hook LS 2: Frontier Trail LS 1: Frontier Beach LS 24: Garage LS 26: Galpin LS 20: 96th St LS 22: Dell Rd LS 18: Lake Riley S LS 17: Lake Riley N LS 29: LS 8: Shore Dr LS 15: Horse Shoe LS 19: Dogwood LS 23: Lake Ann LS 32: Foxwood 8600 Lyman/Galpin: 1730 Motorplex/Audub: ST101 STMarket ST101 ST101 GH117 Lift Stations Xä Lift Stations - City Xä Lift Stations - Private Xä Lift Stations - Planned 0 1,0002,0003,0004,000 Feet 272 Capital Improvement Program City of Chanhassen, MN Contact Charlie Howley 2022 2026 thru Department Utilities - Sanitary Sewer Description The sanitary lift station rehabilitation program is designed to minimize sewer backups and emergency calls due to failed lift station equipment. The City currently maintains 32 lift stations. Many of these lift stations are high service pumps and need frequent servicing. The program will service or replace pumps, pipe gallery, and electrical components as needed. The proposed lift stations scheduled for improvements over the next 5 years are as follows: 2022 - #4, #2 and #24 2023 - #1 & #7 permanent generator 2024 - #6 (includes a permanent generator) 2025 - #20 2026 - #14 Project #SS-017 Priority n/a Justification Reduce emergency calls and potential sewer backups. Budget Impact/Other Useful Life Unassigned Project Name Sanitary Sewer Lift Station Rehabilitation Program Category Utilities - Sewer Type Improvement Account #2 Account #1 701-7025-4751 Account #4 Account #3 Status Active Total2022 2023 2024 2025 2026Expenditures 705,000190,000 170,000 150,000 95,000 100,000Maintenance 190,000 170,000 150,000 95,000 100,000 705,000Total Total2022 2023 2024 2025 2026Funding Sources 705,000190,000 170,000 150,000 95,000 100,000Utility Fund -Sewer 190,000 170,000 150,000 95,000 100,000 705,000Total 273 274 275 TM Client: City of Chanhassen 779 County Road B2 , St. Paul, MN 55113 Contact: Joey Gillen and Jerry Johnson Terry Estenson Project: Lift station 24 Odor abatement Quote Date : October 1st 2021 TEstenson@nwpeco.com Quote Number:211001TE Ref Reliant number 10121 (P) 651.628.0683 (F) 651-447 2158 (C) 612-940-3033 Item Qty. Unit Description Unit Price [$] Value [$] 1 2 3 2 1 1 Each Each each Reliant Wet Well Wizard with 50 feet three ply hose and cam lock fittings Reliant 3 hp 460 volt 3 phase blower ,skid mount with two cam lock connections,non hazardous location duty.Includes PRV, air filter ,pressure gauge and mag starter. For exterior mounting,one FRP “hut” for weather protection,silencing and vandalism. Optional $1340.00 $10,472.00 TOTAL PRICE $11,972.00 Including 40 feet of extra hose Pricing Comments Taxes not included Freight not included PP and added Quote valid for 60 days Submittals 1-3 Days after receipt of order, Delivery: TBD-- weeks after receipt of approved drawings Term: Net 30 Days FOB: Shipping point: New Orleans ,LA Terry Estenson Note: add $4.00 per foot if required extra hose. 276 To:Contact:City of Chanhassen Chanhassen Lift Station Slide Gate ReplacementProject Name:Bid Number: Fax:(952) 227-1110 Address:Chanhassen, MN 55317 Phone:(952) 227-1100 Project Location:Chanhassen, MN Bid Date:11/3/2021 Total PriceUnit PriceUnitItem DescriptionItem # Estimated Quantity 1 1.00 LS $40,950.00 $40,950.00Remove & Replace Slide Gates - Labor & Equipment Only 2 1.00 LS $40,350.00 $40,350.00Provide Stainless Steel Slide Gates - 1 Each 24"x36", 2 Ea 24"x24" Notes: • This quote includes: - Removal of existing slide gates and installing new slide gates - Installing riser brackets • This quote excludes: - Sucking down and cleaning out existing wet wells, Minger will work with City of Chanhassen vac truck to clean the work area and dewater the wet well that we will be working in. - Bypass pumping, Minger will work with the City of Chanhassen to divert flow into either wet well. Minger is under the assumption that flow can be diverted to either wet well and the gates can be installed with bypass not being required. • If you have any questions or concerns regarding this quote please let me know. Thank you for the opportunity and we look forward to working with you in the future. Luke Minger ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: Minger Construction Co., Inc. Authorized Signature: Estimator:Luke Minger (952) 368-9200 lukem@mingerconst.com 11/3/2021 12:41:58 PM Page 1 of 1 277 278 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: February 28, 2022 RESOLUTION NO: 2022-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING REHABILITATION WORK FOR LIFT STATION #24 WHEREAS,there are 32 public sanitary sewer lift stations in the City; and WHEREAS,the lift stations need rehabilitation from time to time in order to keep them in proper working order; and WHEREAS,Lift Station #24 has been identified for rehabilitation in 2022 via the City’s Capital Improvement Plan (CIP) Project No. SS-017; and WHEREAS,the City obtained competitive quotes for the applicable portions of the work; and WHEREAS,the quoted improvements are within the identified project budget. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes the rehabilitation work for Lift Station #24. PASSED AND ADOPTED by the Chanhassen City Council this 28 th day ofFebruary,2022. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 279 City Council Item February 28, 2022 Item Resolution 2022-XX: Accept Feasibility Study and Call Public Hearing for the 2022 Lake Lucy Road Rehabilitation Project No. 20-03. File No.20-03 Item No: E.9 Agenda Section CONSENT AGENDA Prepared By George Bender, Assistant City Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution accepting the feasibility report for the 2022 Lake Lucy Road Rehabilitation Project No. 20-03 and calls for a public hearing to be held on March 21, 2022." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Consider accepting the updated feasibility study prepared for the 2022 Lake Lucy Road Rehabilitation Project and call for a public hearing. BACKGROUND As part of the overall Pavement Management Program (PMP), the City annually plans to rehabilitate a section or sections of public streets across the City. The Five-year Capital Improvement Plan (CIP) identifies the near-term streets to be rehabilitated. Lake Lucy Rd between TH 41 and Galpin is designated as a Municipal State Aid (MSA) roadway segment. 280 Key dates and items relative to the project: On November 7, 2019, the Engineering Department prepared and released a request for proposals (RFP) for consultant services for the project. On November 22, 2019, the Engineering Department received three proposals from consultants for professional services for the Lake Lucy Road project. On December 9, 2019, the City Council approved a consultant contract with WSB & Associates and authorized preparation of a feasibility study for the project. On January 28, 2020, the Engineering Department hosted an open house to introduce and discuss the project with the public. Notifications were sent to residents in the nearby areas who will be affected by the project. On April 13, 2020, the City Council accepted the feasibility study and called a Public Hearing to be held on April 27, 2020. On April 27, 2020, the City Council hosted a Public Hearing and ordered the improvements including preparation of plans and specifications for the project. On May 26, 2020, the City Council accepted the plans and specifications and authorized publication of an advertisement to bid the project. On June 18, 2020, the City opened sealed bids for the project. On June 22, 2020, the City Council called a Public Hearing to be held on July 13, 2020. On July 13, 2020, the City Council conducted a Public Hearing and did not adopt the final assessment roll and award a construction contract. Due to the COVID-19 pandemic, MnDOT put State Aid Fund Advances on hold, which were slated to fund a portion of the project. The City elected to delay this project until funding was available. The City subsequently modified the 5-year Capital Improvement Plan (CIP) and this project was scheduled to be completed in 2022. DISCUSSION The section of Lake Lucy Road between State Highway 41 (Hazeltine Boulevard) and County Road 117 (Galpin Boulevard) is a collector street and is in need of roadway pavement rehabilitation. The City's five​-year Capital Improvement Plan originally planned for the rehabilitation of this segment of roadway corridor in 2020. The project was delayed due to the COVID-19 pandemic and rescheduled for 2022. Staff utilized the City's Pavement Management Program and site investigations to determine the project limits of the 0.66​-mile long urbanized street corridor. The existing road section was originally constructed between 1994 and 1998. Lake Lucy Road is designated as a Municipal State Aid (MSA) route. The City will utilize State Aid funding and special assessments to finance the street portion of the improvements. City utility funds will be used for funding any of the necessary utility and surface water improvements. The average pavement overall condition index (OCI) relative to this length of roadway is within the range where overlays should be considered. The western half of the section is a few years older and the associated OCI is predictably lower than the eastern half. An RFP for a geotechnical exploration and pavement evaluation was prepared and distributed by the Engineering department. American Engineering Testing, Inc. was hired to perform the work and prepare a geotechnical report for the project area. The report confirmed there is a pavement performance change about 350 feet east of Brendan Court. This confirms the different OCI ratings through the project area. The report attributes the differing pavement distresses observed between the 281 western and eastern sections due to weaker supporting soils in the western half. The feasibility study in conjunction with the geotechnical report evaluated several different alternatives for pavement rehabilitation and recommended an alternative ​type of a mill and overlay. A standard 2.5-​‐ inch mill and overlay is recommended to be combined with a seal coat between the milled surface and new bituminous layer. This rehabilitation combination technique is known as a 'Texas Underseal'. The additional seal coat layer is intended to delay reflective cracking between the existing base layer and the new overlay. Two or three additional years of service life are expected to be gained by adding this technique to a standard mill and overlay. The weaker support soils in the western half will not be able to be fully corrected until a reconstruction project is performed. The 'Texas Underseal' is effectively intended to buy additional time for the service life of the pavement section. The trail along the corridor is intended to be rehabilitated via a full depth reclamation. Some spot repair of curb and gutter and other public utilities are also part of the project. All pedestrian ramps will be brought into ADA compliance in accordance with the ADA transition plan. A capacity analysis of the storm sewer system was performed to verify it was adequately designed to serve the area. The analysis verified the existing system meets current design standards and the updated NOAA Atlas​14 rainfall model standard. A spread and run analysis was also performed for each catch basin to identify any ponding concerns on the roadway. The analysis identified three catch basin locations where an additional catch basin should be added to reduce temporary ponding during an intense rainfall event. Major replacement of watermain and sanitary sewer is not necessary. The valves on the watermain are planned to be rehabilitated by changing out the bolting on the valves. The age of the original installation indicates the bolting is likely to be mild steel. The bolts will be replaced with stainless steel to protect them long term from the corrosive soils found in Chanhassen. Minor repairs primarily related to reducing infiltration and inflow are recommended for the sanitary sewer system. An open house informational meeting for public involvement was originally hosted on January 28, 2020. As appropriate, comments received were factored into the preliminary design and are included in the feasibility report. Speeding along the corridor was the primary common concern. At that time, Staff commissioned a speed study to be performed along the corridor to analyze the concern. The study was conducted over a 7-​day period in February. The actual vehicular travel speed was not displayed to the driver on the apparatus during the study in order to record typical traveled speeds along the corridor without inducing a natural slowing at the device. From an engineering perspective, the 85th percentile is used to determine if there is a speeding concern. The 85th percentile speed was at the 30​-mph speed limit with an average pace between 23 mph and 33 mph. As part of the final design, the City elected to include two driver feedback signs with the project on each end of the corridor. These signs were installed in 2021 as part of another project so the neighborhood did not have to wait for this rehabilitation project. The proposed improvements will also address current NPDES and Riley Purgatory Bluff Creek Watershed District requirements in regards to water quality treatment and best management practices for stormwater runoff related to construction activities. As part of going through a minor refresh process for the plans, the Engineering Department elected to have the design consultant review one pond in the project area for a potential clean-out. Additional data and storm pond maintenance prioritization has been completed since this project was designed. The pond is in need of clean-out and the stormwater infrastructure associated with the pond also requires 282 maintenance. The plan is to bid the pond work as an alternate with the project. If reasonable pricing is received the work can be included with the construction project. Funding Budget for the proposed work has been included in the CIP for the project to be constructed in 2022. Funding for the project is proposed to come from the pavement management fund (PMP) including use of MSA funds and special assessments to benefiting properties for the street improvement costs. The special assessments will be managed per the City's Assessment Policy. City utility enterprise funding will be utilized to cover the rehabilitation needs specific to each utility. The preliminary special assessment amount for this project area is calculated in the table below. There are three separate factors that have been applied to reduce this assessment amount. The first factor is related to the street rehabilitation technique selected to be utilized with the project. This will be the first time a 'Texas Underseal' is utilized in Chanhassen. As this is a unique selection that the Engineering Department wants to test on a project in Chanhassen, Staff believes it is not fair to include costs associated with this technique to the benefitting properties. The second factor is relative to the assessable street frontage along a collector street. Driveways are purposely minimized along collector streets and therefore the amount of assessable properties is less than a standard residential street. This factor has similarly been applied to past projects such as Minnewashta Parkway. The third factor is relative to assessing for a standard street width. Assessment Summary Amount Assessable Street Cost (less 'Texas Underseal')$487,040 Residential Property Portion of Assessable Street Cost (40%)$194,820 Pro-rated Assessable Front Footage (48.15%)$93,800 Pro-rated Standard Residential Street Width (86.11%)$80,800 Residential Property Units 20 Per Unit Preliminary Assessment Rate $4,040 Schedule Task Date Conduct Public (Improvement) Hearing, Approve Plans, and Authorize Ad for Bid March 21, 2022 Open Bids April 27, 2022 Host Open House May 2022 Conduct Public (Assessment) Hearing, Accept Bids, and Award Contract May 9, 2022 Begin Construction June 2022 Substantial Completion September 2022 BUDGET The project is intended to be funded from State Aid funds, special assessments, and City utility funds. The overall project budget is shown in the table below. A complete engineer's estimate was prepared with the feasibility study and is included in the report. Some of the budgetary amounts have been 283 exceeded but are within range of the target amount. Staff believes it is likely when the project is bid the competitive process will come in under the currently estimated amount. The estimated project costs are as follows: Funding Source Budgetary Amount Estimated Amount Surface (Street and Trail) Improvements - PMP Fund $640,000 $662,400 Watermain Improvements $110,000 $133,000 Sanitary Sewer Improvements $60,000 $28,500 Storm Sewer Improvements $65,000 $68,100 Storm Pond Maintenance (Alternate - not included in Total)$0 $33,900 Total Project Cost $875,000 $892,000 RECOMMENDATION From an engineering and financing perspective this project is feasible and cost effective. Staff recommends that Council accept the feasibility study for City Project Number 20-03 and call for a Public Hearing to be held during the Council meeting on March 21, 2022 to facilitate public input regarding the project. ATTACHMENTS Streets 2022 Projects Streets 5-Year CIP - 2022-2026 CIP Project ST-045 Feasibility Report - FINAL Geotechnical Report Resolution 284 Lake Virginia Christmas Lake Lotus Lake Brendan Pond Lake Harrison Kerber Pond Lake Susan Rice Marsh Lake Lake Riley Rice Lake Lake St. Joe Lake Minnewashta Lake Ann Lake Lucy ST15 ST18 ST14 ST17 ST61 Minnewashta Regional Park North Lotus Lake Park Meadow Green Park Lake Ann Park Chanhassen Pond Park Chanhassen Nature Preserve Chanhassen Recreation Center Lake Susan Park Rice Marsh Lake Preserve Power Hill Park Fox Woods Preserve Bandimere Community Park Bluff Creek Golf Course Hesse Farm Park Preserve Lake Susan Preserve Raguet Wildlife Management Are MN Valley National Wildlife Re MN Landscape Arboretum Seminary Fen Scientific & Nat* Bluff Creek Preserve Independent School District 11 Independent School District 112 Independent School District 276 Riley Ridge Park Lake Ann Park Preserve SA5SA5 SA7 SA7 SA41 SA101 SA5 SA41 )212 )212 PowersBlvdAudubonRdChanhassen RdArboretum Blvd Pioneer TrlGalpinBlvdLyman BlvdGalpinBlvdHazeltineBlvd MarketBl vdPowers BlvdGreatPlai ns Blv d Arboretum Blvd Flying C l o u d D r ST101 ST101 GH117 Document Path: K:\Departments\Engineering\CIP\2022-2026\CIP_5Year_2022-2026.aprxDate Created: 9/29/2021 Created By: City of Chanhassen - Engineering Department µ0 3,000 Feet 0 0.5 Mile 2022 Projects City of Chanhassen Legend 2022 - Municipal State Aid (MSA) 2022 285 ################################################# # ###################################################################### Lake Virginia Christmas Lake Lotus Lake Brendan Pond Lake Harrison Kerber Pond Lake Susan Rice Marsh Lake Lake Riley Rice Lake Lake St. Joe Lake Minnewashta Lake Ann Lake Lucy ST15 ST18 ST14 ST17 ST61 Minnewashta Regional Park North Lotus Lake Park Meadow Green Park Lake Ann Park Chanhassen Pond Park Chanhassen Nature Preserve Chanhassen Recreation Center Lake Susan Park Rice Marsh Lake Preserve Power Hill Park Fox Woods Preserve Bandimere Community Park Bluff Creek Golf Course Hesse Farm Park Preserve Lake Susan Preserve Raguet Wildlife Management Are MN Valley National Wildlife Re MN Landscape Arboretum Seminary Fen Scientific & Nat* Bluff Creek Preserve Independent School District 11 Independent School District 112 Independent School District 276 Riley Ridge Park Lake Ann Park Preserve SA5SA5 SA7 SA7 SA41 SA101 SA5 SA41 )212 )212 PowersBlvdAudubonRdChanhassen RdArboretum Blvd Pioneer TrlGalpinBlvdLyman BlvdHazeltineBlvd Mar ketBlvdPowers BlvdGreatPlai ns Blv d Arboretum Blvd Flying C l o u d D r ST101 ST101 GH117 GH117 Document Path: K:\Departments\Engineering\CIP\2022-2026\CIP_5Year_2022-2026.aprxDate Created: 9/29/2021 Created By: City of Chanhassen - Engineering Department µ0 3,000 Feet 0 0.5 Mile 5-Year CIP - Streets (2022-2026) City of Chanhassen Legend 2022 2023 2024 2025 2026 2022 - Municipal State Aid (MSA) 2023 - Municipal State Aid (MSA)### # ##2023 - County/State Project ######2024 - County/State Project ### # ##2025 - County/State Project 286 Capital Improvement Program City of Chanhassen, MN Contact Charlie Howley 2022 2026 thru Department Street Improvements Description Maintenance, rehabilitation, and/or reconstruction of local streets that are identified as part of the Municipal State Aid (MSA) system. These projects are programmed based on available funding and need, and then identified on the City's 5-year Capital Pavement Management Plan which gets updated annually. Funding from MSA can also be used for the City's share of County of MnDOT projects. Project #ST-045 Priority n/a Justification Roads deteriorate over time. The City performs preventative maintenance on roads to extend their useful life. Eventually all roads will need to be reconstructed once maintenance and/or rehabilitation techniques are not feasible. The City receives annual funding from MnDOT for State Aid roads. The funding comes in both a construction allotment and a maintenance amount. If there is a need greater than the funding, MSA does allow for advancing funds from future years funding, but requires special approval. Budget Impact/Other The 2021 MSA funding is being used for the Minnewashta Parkway project which is listed as part of CIP ST-012. Useful LifeProject Name MSA Roadway Improvements - Lake Lucy Road Category Street Improvements Type Improvement Account #2 Account #1 420-4xxx-4xxx Account #4 Account #3 Status Active Total2022 2023 2024 2025 2026Expenditures 875,000875,000Construction 875,000 875,000Total Total2022 2023 2024 2025 2026Funding Sources 176,000176,000Streets - PMP Assessments 464,000464,000Streets - PMP MSA Funds 60,00060,000Utility Fund -Sewer 65,00065,000Utility Fund -Surface Wtr 110,000110,000Utility Fund -Water 875,000 875,000Total 287 FEASIBILITY REPORT CITY PROJECT NO. 20-03: 2022 LAKE LUCY ROAD REHABILITATION PROJECT CITY OF CHANHASSEN | CARVER COUNTY, MINNESOTA FEBRUARY 28, 2022 Prepared for: City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 WSB PROJECT NO. R-015301-000 288 FEASIBILITY REPORT Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 CITY PROJECT NO. 20-03: 2022 LAKE LUCY ROAD REHABILITATION PROJECT FOR THE CITY OF CHANHASSEN, MINNESOTA February 28, 2022 Prepared By: 289 CERTIFICATION Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 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. Adam Gadbois, PE Date: February 28, 2022 Lic. No. 54787 Quality Control Review Completed By: Eric M. Eckman, PE Date: February 28, 2022 Lic. No. 49954 290 TABLE OF CONTENTS Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 TITLE SHEET LETTER OF TRANSMITTAL CERTIFICATION SHEET TABLE OF CONTENTS 1. EXECUTIVE SUMMARY ................................................................................................. 1 2. INTRODUCTION ............................................................................................................. 2 2.1 Authorization ........................................................................................................ 2 2.2 Scope .................................................................................................................. 2 2.3 Data Available ...................................................................................................... 2 2.4 Project Location ................................................................................................... 2 3. EXISTING CONDITIONS ................................................................................................ 3 3.1 Street and Bituminous Trail .................................................................................. 3 3.2 Municipal Utilities ................................................................................................. 3 4. PROPOSED IMPROVEMENTS ...................................................................................... 4 4.1 Streets ................................................................................................................. 4 4.2 Bituminous Trail ................................................................................................... 4 4.3 Municipal Utilities ................................................................................................. 4 4.4 Permits and Approvals ......................................................................................... 5 4.5 Right-of-Way/Easements ..................................................................................... 6 4.6 Private Utilities ..................................................................................................... 6 4.7 Public Involvement ............................................................................................... 6 5. FINANCING .................................................................................................................... 7 5.1 Opinion of Probable Cost ..................................................................................... 7 5.2 Funding Sources .................................................................................................. 7 6. PROJECT SCHEDULE ................................................................................................... 8 7. FEASIBILITY AND RECOMMENDATION ...................................................................... 9 Appendix A Figure 1: Project Location Figure 2: Underlying Soils Map Figure 3: Watermain Utility Map Figure 4: Sanitary Sewer Utility Map Figure 5: Storm Sewer Utility Map Appendix B Figure 6: Drainage Area Map Figure 7: Catch Basin Spacing Map A Figure 8: Catch Basin Spacing Map B Figure 9: Catch Basin Spacing Map C Pond LL 2-14-1 Memorandum 291 TABLE OF CONTENTS (continued) Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 Appendix C Public Involvement Meeting Appendix D Opinion of Probable Cost Appendix E Figure 10: Preliminary Assessment Map Preliminary Assessment Roll Appendix F Geotechnical Report, American Engineering Testing, dated 12/20/19 292 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 Page 1 1. EXECUTIVE SUMMARY The City Project No. 20-03: 2022 Lake Lucy Road Rehabilitation Project consists of roadway milling and bituminous overlay on approximately 3,500 feet (0.66 miles) of roadway, extending from Hazeltine Blvd (TH 41) to Galpin Blvd (CR 117) on Lake Lucy Road. The proposed improvements will also include full depth reclamation and bituminous paving of the adjacent trail, spot curb and gutter replacement, ADA pedestrian curb ramp improvements, minor utility repairs, and drainage improvements. Replacing portions of the City’s deteriorating utility infrastructure in conjunction with the proposed street improvements provides an opportunity to minimize the replacement costs and traffic disruptions than if repaired separately. Proposed utility improvements include the following: ▪ Repair or replacement of deficient storm sewer and storm manholes ▪ Replacement of all existing storm and sanitary manhole castings that do not meet current City standards ▪ Bolting replacement on all gate valves and hydrant valves ▪ Anode bag installation on watermain It is also proposed that maintenance is performed on adjacent Pond LL 2-14-1 The total estimated project cost is $925,900, which includes a 5% contingency and 10% indirect costs for legal, engineering, administrative, and financing items. The project is proposed to be funded through special assessments to benefiting property owners, City utility funds, and State Aid funds. The project is proposed to be assessed to the adjacent benefiting properties in accordance with the City’s assessment practice, which is to assess 40% of the street improvement costs. Due to Lake Lucy Road being designated as a collector roadway, the assessments are prorated to reflect assessable front footage along Lake Lucy Road and to reflect a standard residential street width of 31 feet (back of curb to back of curb). Costs associated with the trail improvements are not assessable. The remaining percentage of the street improvement costs will be funded through State Aid funding and the full cost of the utility improvements will be funded through City utility funds. The project is proposed to be substantially completed in 2022, including restoration items. The project is feasible, necessary, and cost-effective from an engineering standpoint and should be constructed as proposed herein. 293 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 Page 2 2. INTRODUCTION 2.1 Authorization On December 9, 2019, the City of Chanhassen City Council authorized the preparation of an engineering feasibility report for the City Project No. 20-03: Lake Lucy Road Rehabilitation Project by WSB. The project was subsequently ordered by the City Council on April 27, 2020, designed, and bid on June 18, 2020. Due to the COVID-19 pandemic, MnDOT put State Aid Fund Advances on hold, which were slated to fund a portion of the project. The City elected to delay this project until State Aid funding was available. The City has authorized that updates be made to the feasibility report and that the project be bid again for construction in 2022. 2.2 Scope This report investigates the feasibility of proposed improvements to streets, bituminous trail, utilities, and a storm water basin, along Lake Lucy Road which are identified within the City’s Capital Improvement Plan (CIP) for 2022. Improvements outlined within this report include bituminous pavement milling and paving, full depth reclamation and paving of the adjacent trail, drainage, storm sewer, and storm water basin improvements, minor watermain improvements, minor sanitary sewer repairs, and ADA pedestrian curb ramp improvements. The proposed improvements will also include spot repairs to curb and gutter in addition to concrete aprons. 2.3 Data Available Information and materials used in the preparation of this report include the following: ▪ City of Chanhassen record drawings ▪ City of Chanhassen GIS maps ▪ Field observations of the area ▪ Sanitary Sewer Televising, Pipe Services, completed in November 2018 ▪ Geotechnical Evaluation Report, American Engineering Testing, dated 12/20/19 ▪ Structure Inspection Reports, provided by City Staff in January 2020 ▪ Storm Sewer Televising, HK Solutions Group, completed in August 2021 ▪ Surveyed Information ▪ City Wide HydroCAD Model and Drainage Area Maps dated July 2006 2.4 Project Location The project is located on Lake Lucy Road, which lies east of Lake Minnewashta between Hazeltine Blvd (TH 41) to Galpin Blvd (CR 117). The project area is identified on Figure 1 in Appendix A. 294 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 Page 3 3. EXISTING CONDITIONS 3.1 Street and Bituminous Trail The existing Lake Lucy Road is a designated Municipal State Aid Street with a 36-foot roadway width (back of curb to back of curb) and an 80-foot right-of-way width. The existing pavement is bituminous with an 8-foot-wide bituminous trail along the north side of the road, B618 concrete curb and gutter, and storm sewer with drain tile at the low-points to drain the roadbed. Record plans indicate Lake Lucy Road was constructed in multiple segments between 1994 and 1998. The pavement surface within the proposed improvement area is aging and exhibiting inconsistent longitudinal and transverse cracking. These types of distresses are too advanced to be addressed with patching and/or chip sealing. The Geotechnical Report identified two significantly different types of underlying soils underneath Lake Lucy Road, which may have contributed to the different pavement distresses along the roadway. A map of the underlying soils can be found on Figure 2 in Appendix A. The underlying soils of the western segment were found to be weaker and have an estimated design R- value of 12, while the underlying soils on the eastern segment were found to be stronger with an estimated design R-value of 30. Record drawings indicate the pavement section of the western section consists of 6.5” of bituminous pavement and 18” of aggregate base. The eastern section is shown to consist of 3.5” of bituminous pavement and 12” of aggregate base. The difference in R-value and pavement sections may have been the reason for inconsistent pavement distresses along the roadway. Outside of the roadway, the curb and gutter and driveway aprons are in good condition; however, some cracking and localized settlements have occurred. The bituminous trail adjacent to Lake Lucy Road shows signs of pavement distress on the surface and the pavement cores obtained from the trail exhibited stripping which occurs when the asphalt loses bond with the aggregate material underneath. Additionally, two of the five pavement cores taken from the trail shows the base underneath the pavement is thinner than what is shown on the record plans. 3.2 Municipal Utilities The existing watermain system consists of a 12-inch DIP within Lake Lucy Road. The watermain was installed at the time the roadway segments were initially constructed and is functioning adequately. However, based on the history of watermain within the City, the practice has been to make some minor improvements to these watermains in conjunction with street rehabilitation projects to reduce the potential for disruptive and costly watermain breaks in the future. A map of the existing watermain system can be found on Figure 3 in Appendix A. The existing sanitary sewer system consists of 8-inch and 10-inch PVC pipe within the project area. The existing sanitary sewer was televised in 2018, and the mainline sewer was found to be in good condition with isolated mineral deposits and limited minor sags. The sanitary sewer services to adjacent properties were not televised with the mainline televising; however, residents were notified that a request could be made to have the City Utility Department televise the sanitary service including the private portion between the right-of-way and the home. In addition to the municipal sanitary sewer system, there is a large diameter sanitary forcemain operated by Metropolitan Council Environmental Services (MCES) along Lake Lucy Road. A map of the existing sanitary sewer system can be found on Figure 4 in Appendix A. The existing storm sewer infrastructure within the project area mainly consists of reinforced concrete pipe that was installed at the same time the roadway segments were initially constructed. The system collects storm water runoff from the roadway and adjacent storm sewer systems, which outlet to various downstream ponds in the area. The City has indicated that there are no known flooding issues in the project area. A capacity analysis of the storm sewer was conducted by WSB as a part of this report to ensure there is adequate flow capacity in the system. The adjacent ponds next to the project site upstream and downstream were also reviewed by WSB. A map of the existing storm sewer system can be found on Figure 5 in Appendix A. 295 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 Page 4 4. PROPOSED IMPROVEMENTS 4.1 Streets The pavement section along Lake Lucy Road shows signs of pavement distress and needs repair to extend the useful life of the roadway. The improvement options explored included: full reconstruction, pavement reclamation, and mill and overlay. The full reconstruction and pavement reclamation approaches are typically performed when the pavement is at the end of its serviceable life and has deteriorated to such a condition that lower cost rehabilitation methods are not effective. Based on the existing pavement distresses observed along Lake Lucy Road we believe the existing pavement is not at the end of its serviceable life and can be effectively rehabilitated. Other considerations including previous repair history, roadway age, traffic volumes, and future roadway classification, were factors in determining the most cost-effective method to extend the life of the roadway. Based on the considerations stated above, a full-width 2.5-inch mill and bituminous overlay with a Texas Underseal is recommended. The resulting pavement section will meet MnDOT State Aid design standards for structural design strength. Texas Underseal is a chip seal coat applied to the milled surface prior to overlaying the new pavement. They help a conventional mill and overlay to perform better as it delays non-thermal cracks from reflecting through the bituminous overlay. A typical mill and bituminous overlay will extend a pavement’s life another eight to ten years. When Texas Underseals are applied to milled pavement prior to the bituminous overlay, it can add two to three additional years compared to a standard mill and overlay. As an alternative to the mill and overlay improvements, full depth reclamation could be performed to provide a more long-term improvement. According to the MnDOT Pavement Design manual, full depth reclamation could extend the useful life of the roadway by 20 years or more when proper maintenance is performed. This alternative was presented in the original feasibility report and evaluated during final design. It was determined by the City to proceed with pavement mill and overlay at this time. In addition to the street improvements, new ADA compliant pedestrian curb ramps are proposed to be installed at all crosswalk locations within the project area. Based on visual field inspection by City Staff, approximately 20% of the concrete curb and gutter within the project area is deficient and is recommended for replacement. Additional curb and gutter will be impacted by catch basin improvements, hydrant replacements, and ADA improvements. 4.2 Bituminous Trail The Geotechnical Report considered two rehabilitation options for the bituminous trail; reconstruction and 1.5-inch bituminous overlay. Reconstruction of the bituminous trail would come at a significant cost while the overlay approach would only temporarily remove the existing pavement distres ses, and we would expect cracks and other deformities to reappear after only a short time. The recommended option to rehabilitate the trail is with full depth reclamation. This option provides for a new pavement section while also enhancing the aggregate base section of the trail. To account for the thin aggregate base section shown in the pavement cores, additional aggregate material will be added to the top of the trail in specific areas prior to reclamation to provide a suitable foundation for the trail. 4.3 Municipal Utilities The existing 12-inch DIP watermain in Lake Lucy Road is functioning adequately and has no known breaks within the project area. Additionally, there are no documented issues with gate valves and there is only one deficient hydrant (ID: 10-034) within the project area. However, due to the age of the watermain, there is a high probability that the bolting on the gate valves consist of mild steel. Current City standards require stainless steel bolts due to the highly corrosive soils in the area. Proposed improvements to the watermain include replacement of all gate valve and hydrant valve bolts. Additionally, sacrificial anode 296 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 Page 5 bags provided by the City will be installed by the contractor. Anode bags have been shown to extend the service life of the utility by overcoming the external corrosion caused by the soil. It is proposed that the project specifications be written such that the oldest segments of watermain will have bolts replaced first. Thus, if during replacement it is revealed that the bolts are not experiencing noticeable corrosion, the remainder of the watermain segments and associated valves and bolts can be left in place. The sanitary sewer system was televised and inspected by City staff and minor repairs are recommended. The proposed minor repairs to the system include removal of mineral deposits at joints, replacement of concrete adjustment rings, installation of chimney seals to reduce inflow and infiltration, and replacement of casting lids that do not conform to the City’s standards. City staff inspections revealed limited need for manhole repair and replacement. The sanitary sewer services to adjacent properties were not televised with the main line, and therefore recommendations for repair or replacement are not included in this report. However, residents were notified that a request could be made to have the City Utility Department televise their private sanitary service. The storm sewer system was inspected by City staff and minor repairs are recommended. The proposed minor repairs to the system include replacement of structures identified to be in poor condition, replacement of deficient drain tile, replacement of deficient concrete adjustment rings, and invert and doghouse repairs. WSB performed a capacity analysis of the existing storm sewer and that analysis determined that all storm sewer within the project limits was adequately sized for the 10-yr design storm event. A spread and run analysis was completed along Lake Lucy Road . This analysis found that three catch basins would need to be added at various low points in order to meet current state aid requirements, as shown on Figures 6-9 in Appendix B. The City-wide HydroCAD model dated July 2006 was modified to refine drainage area boundaries and update the model to use Atlas-14 rainfall depths with MSE 3 rainfall distribution. The updated HydroCAD model was used to identify trunk storm sewer capacity within the project corridor and to evaluate adjacent ponding areas. The model results show that the trunk storm sewer is not undersized and adjacent ponds maintain at least 1 ft of freeboard from all low points on Lake Lucy Rd during the 100-year 24-hr rainfall event. Six ponds were analyzed with the existing conditions from the Storm Water Asset Management Program (SWAMP). Two of the ponds in their existing conditions were shown to be due for maintenance, as seen from the SWAMP scores of 25-50 in Figure 6 of Appendix B. It is proposed that maintenance is performed on one of these ponds, LL 2-14-1, in conjunction with the other proposed improvements. A memo discussing the proposed improvements ins included in Appendix B. The opinion of probable cost is included within the memo and also in Section 5.1 of this report. Results of a sediment sample are not yet available, so the cost to excavate the material is provided as a range until the contamination level of the sediment is determined. Runoff rates and volumes from the project area will not be changed from pre-project conditions because the project does not propose an increase in impervious surface. The existing cross slopes of the streets will also be evaluated during the design phase of the project. Any area without an adequate crown will be identified, and a 2% crown will be established with paving operations to shed water off the driving surface. 4.4 Permits and Approvals Based on the nature of the construction and overall size of the project, the following permits have been identified and will be prepared and submitted on behalf of the City: • Minnesota Pollution Control Agency – NPDES Construction Activity Permit • RPBC Watershed District – Erosion and Sediment Control • MnDOT – Miscellaneous Work in Right-of-way (Hazeltine Blvd) • Carver County – Right-of-way Permit (Galpin Blvd) 297 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 Page 6 4.5 Right-of-Way/Easements The surface and utility improvements proposed will be contained within the existing right-of-way. It is not anticipated that additional easements or rights-of-way will be required for these improvements. 4.6 Private Utilities A Gopher State One Call has been completed to identify the private utilities that are near or adjacent to the project area. Staff will meet with these utility companies regarding this project to discuss any impact of the proposed improvements. 4.7 Public Involvement A public informational meeting for the proposed improvements was held on January 28, 2020. Preliminary information was presented to attendees regarding the proposed improvements, costs, funding, schedule, and impacts associated with the project. Comment cards were available to attendees at the meeting and are included in Appendix C. A total of 8 individuals from 8 different properties within the project area attended the public informational meeting. Follow-up meetings will be held with individual property owners during the design process as necessary. The primary feedback received during the meeting was regarding traffic speeds along the Lake Lucy Road corridor. City staff subsequently performed a speed study along the corridor and found the posted speed limit of 30 MPH to be appropriate for the vehicle speeds observed during the study. The original project included the addition of two driver feedback signs; one for each direction of traffic. These signs were installed as part of a separate project and are currently operational along Lake Lucy Road. A second public informational meeting for the proposed improvements was held on February 3, 2022. There were no attendees from the public. 298 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 Page 7 5. FINANCING 5.1 Opinion of Probable Cost The Opinion of Probable Cost for the project is included in Appendix D. The opinions of cost incorporate estimated 2022 construction costs and include a 5% contingency factor and 10% indirect costs for legal, engineering, administrative, and financing items. 2022 Lake Lucy Road Rehabilitation Project Estimated Cost Summary Surface Improvements $662,400 Watermain Improvements $133,000 Sanitary Sewer Improvements $28,500 Storm Sewer Improvements $68,100 Pond Maintenance* $33,900 Total Project Cost $925,900 *Pond maintenance was not proposed with the original feasibility report. 5.2 Funding Sources Funding for the City Project No. 20-03: 2022 Lake Lucy Road Rehabilitation Project will come from City funds, State Aid funds, and Special Assessments. The project is proposed to be assessed to the adjacent benefiting properties in accordance with the City’s assessment practice, which is to assess 40% of the street improvement costs based on residential units. The assessable costs are prorated to reflect assessable front footage along Lake Lucy Road and to reflect a standard residential street width of 31 feet (back of curb to back of curb). Costs associated with the trail, utility improvements, and pond maintenance, are not included in the assessment. The table below provides a summary of the unit assessment rate calculation. The remaining percentage of the street improvement costs will be funded through State Aid funds and City funds, and 100% of the utility improvements are proposed to be funded through City Funds. The preliminary assessment roll can be found in Appendix E along with an assessment map identifying the benefiting properties. The proposed Special Assessments are as follows: 2022 Lake Lucy Road Rehabilitation Project Assessment Summary Assessable Street Cost $486,000* 40% of Assessable Street Cost $194,400* Prorated Assessable Front Footage (48.15%) $93,600* Prorated for Standard Residential Street Width (86.11%) $80,600* Residential Units 20 Per Unit Assessment Rate $4,030* *Rounded figure 299 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 Page 8 6. PROJECT SCHEDULE The proposed schedule for this improvement project is as follows for construction to occur in 2022: Public Informational Meeting ......................................................................................... February 3, 2022 City Council Accepts Updated Feasibility Report and Orders Public Hearing ........................................................................................... February 28, 2022 State Aid Submittal ............................................................................................................ March 4, 2022 Public Hearing, Council Approves Updated Plans and Specifications, and authorizes Ad for Bid .......................................................... March 21, 2022 Open Bids ........................................................................................................................... April 27, 2022 Public Informational Meeting ........................................................................................... Early May 2022 Assessment Hearing/Accept Bids/Award Contract .............................................................. May 9, 2022 Begin Construction .................................................................................................................. June 2022 Substantial Completion .................................................................................................. September 2022 300 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 Page 9 7. FEASIBILITY AND RECOMMENDATION The City Project No. 20-03: 2022 Lake Lucy Road Rehabilitation Project includes street pavement mill and overlay improvements with spot curb and gutter replacement, bituminous trail rehabilitation, watermain improvements, minor utility improvements, and ADA improvements along Lake Lucy Road. The total estimated cost for the project is $925,900. Proposed funding for the project is provided through a combination of special assessments, City funds, and State Aid funds. Based on the information contained in this report, it is the recommendation of WSB to proceed with the City Project No. 20-03: 2022 Lake Lucy Road Rehabilitation Project. This project is feasible, necessary, and cost-effective from an engineering standpoint. The project feasibility is subject to financial review by the City of Chanhassen. 301 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 APPENDIX A Figure 1: Project Location Figure 2: Underlying Soils Map Figure 3: Watermain Utility Map Figure 4: Sanitary Sewer Utility Map Figure 5: Storm Sewer Utility Map 302 ?ÌA@ Lake Lucy RdGalpin BlvdHazeltine BlvdManchester RdLake Harrison RdHighover DrPinehurst Dr Crestview Dr Br e n d e n Ct Topaz Dr Highover Tr H e m lo c k L a Ruby LaC r e s t v i e w C i r Highgate Cir Briarwood CtAmberwood LaM-588 Alder Way Edgewood Ct 1 inch = 400 f eet Document Path: K:\015301-000\GIS\Maps\Figure1_ProjectLocation.mxd Date Saved: 3/2/2020 8:16:10 AMLake Lucy Road Rehabilitation ProjectChanhassen, MN Proje ct L ocation Figure 1 - Project Location Map 0 400Feet¯ 303 ?ÌA@ Lake Lucy RdGalpin BlvdHazeltine BlvdManchester RdLake Harrison RdHighover DrPinehurst Dr Crestview Dr Br e n d e n Ct Topaz Dr Highover Tr H e m lo c k L a Ruby LaC r e s t v i e w C i r Highgate Cir Briarwood CtAmberwood LaM-588 Alder Way Edgewood Ct 1 inch = 400 f eet Document Path: K:\015301-000\GIS\Maps\Figure2_SoilsMap.mxd Date Saved: 3/3/2020 2:10:02 PMLake Lucy Road Rehabilitation ProjectChanhassen, MN R Va lue = 30R Va lue = 12 Figure 2 - Underlying Soils Map 0 400Feet¯ 304 !( !( !( !( !( !(!<!(!<!( !(!( !( !(!( !( !(!<!( !(!<!<!( !( !( !(!<!( !( !(!<!<!(!( !( !(!<!( !( !( !(!(!( !(!<!<!<!<!<!<!( !(!( !( !( !( !( !( !( !( !( !(!(!<!<!( !(!(!(!( !(!( !( !( !( !( !( !( !( !( !(!<!<!( !(!(!( !( !(!( !( !( !( !( !( !( !( !( !( !(!(!(!( !( !( !( !(!( ")") ") ") ")")") ")")!<!(!<!( !( !( !(!(!( !( !( !( !(!(!( !( !(!(!( ") G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 ?ÌA@ Well House No. 7Lake Lucy RdGalpin BlvdHazeltine BlvdManchester RdLake Harrison RdHighover DrPinehurst Dr Crestview Dr Br e n d e n Ct Topaz Dr Highover Tr H e m lo c k L a Ruby LaC r e s t v i e w C i r Highgate Cir Briarwood CtAmberwood LaM-588 Alder Way Edgewood Ct 1 inch = 400 f eet Document Path: K:\015301-000\GIS\Maps\Figure3_WatermainMap.mxd Date Saved: 4/6/2020 8:10:51 AMLake Lucy Road Rehabilitation ProjectChanhassen, MN Proje ct L ocationWater Mains G!5 Hydrant !<Bu tterfly ")Curb Box !(Gate !(Hydran t Valve !<Plug Figure 3 - Watermain Utility Map 0 400Feet¯ 305 """""""""" """"""""""""""""""""""""""""""" """""""""""""""""""""""""""""""""""""""""""""""""""""" !(!(!( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( ?ÌA@ Lake Lucy RdGalpin BlvdHazeltine BlvdManchester RdLake Harrison RdHighover DrPinehurst Dr Crestview Dr Br e n d e n Ct Topaz Dr Highover Tr H e m lo c k L a Ruby LaC r e s t v i e w C i r Highgate Cir Briarwood CtAmberwood LaM-588 Alder Way Edgewood Ct 1 inch = 400 f eet Document Path: K:\015301-000\GIS\Maps\Figure4_SanitaryMap.mxd Date Saved: 3/3/2020 2:03:21 PMLake Lucy Road Rehabilitation ProjectChanhassen, MN Proje ct L ocationMet Cou ncil InterceptorSewer Gravity Mains !(Sewer Manholes Figure 4 - Sanitary Sewer Utility Map 0 400Feet¯ 306 """"" """""""""""""""""""""""""""""""""" " """"""""""""""""""""""!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( #* #*#* #* #* #* #* #* #* #*#* #*#* #*#* #* #*#*#* #* #* #* #* #* #*#* #*#* #*#*#*#* #* #* #*#*#* #*#* #*#* #* #* #* #* #*#*#* #* #*#* #* #* #* #*#* #* #* #*#* #* #* #* #* #* #* #* #* #*#* #* #*#* #* #* #* #*#*#*#*#*#* #*#*#* #*#* #* #*#* #* #* #* #* #* #*#*#* #* #* #* #* #*#* #*#* #*#* #*#* #*#* #*#* #* #*#* #*#* #* #* #* #* #* #* #*#* #* #* #*#* #* #* #* #* #* #*#*#* #* #* #* #* #* #* #*#* #* #* #*#* #* #*#* #*#* #* #*#* #* #* #* #*#* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #*#* #* #* #*#* #* ?ÌA@ Lake Lucy RdGalpin BlvdHazeltine BlvdManchester RdLake Harrison RdHighover DrPinehurst Dr Crestview Dr Br e n d e n Ct Topaz Dr Highover Tr H e m lo c k L a Ruby LaC r e s t v i e w C i r Highgate Cir Briarwood CtAmberwood LaM-588 Alder Way Edgewood Ct 1 inch = 400 f eet Document Path: K:\015301-000\GIS\Maps\Figure5_StormMap.mxd Date Saved: 3/3/2020 2:05:39 PMLake Lucy Road Rehabilitation ProjectChanhassen, MN Proje ct L ocationStorm Gravity Mains #*Storm Inlets !(Storm Manholes #*Storm Discharge Points Figure 5 - Storm Sewer Utility Map 0 400Feet¯ 307 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 APPENDIX B Figure 6: Drainage Area Map Figure 7: Catch Basin Spacing A Figure 8: Catch Basin Spacing B Figure 9: Catch Basin Spacing C Pond LL 2-14-1 Memorandum 308 Document Path: K:\015301-000\GIS\Maps\LakeLucyRd\11x17_landscapeborder1 Date Saved: 2/13/2020 8:00 PM1 inch = 400 feet 0 400 Feet Lake Lucy Road Rehabilitation City of Chanhassen Figure 6 - Overall Subdrainage Areas #* #* #* #* #* #*#* #* #* #* #* #*#* #* #* #* #*#* #* #* #* #* #* #* #* #*#* #* #*#* #* #* #* #* #* #* #* #* #* #*#* #* #* #* #* #*#* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #* #*#*#* #* #* #*#* #* #* #* !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !( ") ")") ") ") ") ") ") ")")")") ") ") ") ")") ")") ")") ") ")") ") ")") ")")") ") ") ") ") ") ")") ")") ")")")") ") ") ")")") ")") ")") ") ") ") ") ") ")") ") ")") ") ") ") ")") ") ") ")") ") ")") ")") ") ") ")") ")") ") ") ") ") ") ") ") ") ")") ")") ") ") ") ") ") ") ") ") ") ") ")")")")") ") ")")") ")") ") ")") ") ") ") ") ") ")")") ") ") ") ") ")") ")") ")") ") ") ")") ") ") ") ")")") ")")") ") ") ")") ")") ") ") ") ") ")")") ") ")") ") ") ") ")")") ")") ") ")") ") ") ") ") ") ")") ")") ") ")") ")") ") ") ") ") ")") ") ") ") ") ") ")") ") ") ") ") ") ")") ") ")")") ") ") ") ") ") ")") ")") ") ")")")") ")") ") ")") ") ") ")")") ") ") ") ") ") ") ")") ") ") ")") ") ")") ")") ") ")"""""""""""""""""" """"""""""""""""""""""""""""""""""""""""""""""" " """""""""""""""""""""" """""!(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( ") ")") ") ") ") ") ") ") ")")")") ") ") ") ")") ")") ") ")") ") ")") ")") ") ") ") ") ") ")") ")") ")")")") ") ") ")")") ")") ")") ") ") ") ") ") ")") ") ")") ") ") ") ")") ") ") ") ")") ") ")") ")") ") ") ")") ")") ") ") ") ") ") ") ") ") ")") ")") ") ") ") ") ") ") ") ") ") ") ")")")")") ") ")")") ")") ") ")") ") ") ") ") ") ") ")")") ") ") ") ") ")") ")") ")") ") ") ")") ") ") ") ")")") ")")") ") ") ")") ")") ") ") ") ") ")")") ")") ")") ")")") ") ") ") ") ")")") ")") ") ")") ") ") ") ") ") ")") ")") ") ")") ") ")") ") ") ") ")") ") ") ") ") ") ")") ") ") ") ") ") ")") ") ")")") ") ") ") ") ") ") ") ") ") ")")")") ")") ") ")") ")") ") ") ")")") ") ") ") ") ") ") ")") ") ") ")") ") ")") ")") ") ") ")")") ")")") ") ") ") ") ") ")") ") ") ") ")")") ")") ")")")HighoverCtSTopaz Dr Ches MarFarm RdR u b y L a WoodDu c k La Galpin BlvdDiamondCtMelody HillCirWhit e D o v e C i r ManchesterRdPiper Ridge La Topaz DrEdgewood C t PinehurstDrAlderWay RingneckDrL a k e L u c y R d LucyLaWhi t e D o v e D r Lake L u cyCt Portridge Cir CrestviewD rHighgate Cir Briarwood CtLakeHarris o nCirHighoverDr Crestview Cir EmeraldLaAmberwoodLa Hi g h o v er Way Highover CtNHemlockLaWhitetail Rid g e C t M u rrayHillRdLa k e LucyLa 65th St W Saphi r e L aM-591Brenden CtHighover TrHazeltineBlvd LakeHarris o n R d M-588 LM-A1.1 LM-A1.3.4 LU-A1.5.7 LU-A5.2 LU-A5.3 LU-A1.8 LU-A5.6.1 LM-A1.3 LU-A1.9 LU-A1.5.7.1 LU-A1.10 LM-A1.7 LU-A5.4 LU-A5.5 LU-A5.7 LM-A2.1 LU-A5.6.1 LU-A6.2 LU-A5.5.1 LU-A5.6.2 LU-A6.3 LU-A.5.6.3LU-A5.6.2 LU-A5.6 LM-A1.3.1 LU-A1.9.1 LM-A1.3.2 LU-A5.2.1 LM-A1.3.3 ")Proposed Catch Basins HydroCAD Drainage Areas Subwatersheds Storm Sewer ")Catch Basin !(Storm Manhole #*Storm Flared End Section Project Area National Wetland Inventory SWAMP Scores 0 - 25 25 - 50 50 - 75 75 + 309 Document Path: K:\015301-000\GIS\Maps\LakeLucyRd\Drainage Areas1 Date Saved: 2/13/2020 8:00 PM1 inch = 100 feet 0 100 Feet Lake Lucy Road Rehabilitation City of Chanhassen Figure 7 - Catch Basin Spacing Map A #* #* #* #* #* #* #* #*"""""""""" """""""""" """"""""""""" " " """""""""""""" " !( !( !( !( !( !( !( !( !( !( !(!( ") ") ")") ") ") ") ") ") ") ") ") ") ") ") ") ")") ") ") ") ") ") ") ") ") ") ")") ") ") Lake Lucy RdHazeltine BlvdLakeHarrisonRdBrenden CtHighov e r D r 986 10281 042 104 4 1038990 10301036 9921034103698 8 1 006 1006104299 6102899010301042103 6 1040101010261040 99610401016 10321042992 996 1004994 1 034 990998 10329929941000 1002 1004 1006 1008 97697898010049829841018 1020 9861 0 2 2 9881028 9901 0 2 4 992 1026 1 0 3 0 9941040 10381038 1 012101410169981000996996100210061004101099810081000 1006 1030 1034 1 0 3 2 1028 1026 1036 1024 10221020 1006 1018 1002 1004 10161014 1012 10081010 5015 5012 5017 5013 5016 5009A 5102 5101 5011 5104 5106 5105 5015B 5015A ")Proposed Catch Basins Drainage Areas #*Existing Outlet National Wetland Inventory Parcels LiDAR Contours Index Intermediate Storm Sewer !(Storm Manholes Project Area SWAMP Scores 0 - 25 25 - 50 50 - 75 75 + 310 Document Path: K:\015301-000\GIS\Maps\LakeLucyRd\Drainage Areas1 Date Saved: 2/13/2020 8:00 PM1 inch = 100 feet 0 100 Feet Lake Lucy Road Rehabilitation City of Chanhassen Figure 8 - Catch Basin Spacing Map B #* #* #* #* #*#* #* #* #*"""""""""""" " "" """"""""""""""""""""""""" " "" "" """ """""""""!( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( ")") ") ") ") ")")")")")")")") ") ") ")") ") ") ") ") ") ")")") ")") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ")") ") ") ") ") ") ") ") ") ") ") ") ") L a k e L u c y Rd Highgate CirBrenden CtManchester Rd 9 7 410021024 1006 974 10349 7 4101 2 97410081038 100010 181 00810081036 1 0581036 10321054 1 01 21 06010021 0 581008 974 1000 1008 1 00610 1 4 1004974 9941 0 08103499210041030 105 6 9901054 1 0 2 8 1 0 1 21020 9 741052 1018 1050 1 0 0 4 104 8 1002 1046100 4 100 4 104 4 104010361038 1042 1032 1034 1030 1 01410321028 978 1 0 1 6 1028 10 141030102410 26 1024 1022 10201018 1016 1022 1012 1014 1 0 2 6 1024 1006 1006 974 990992 994996 1000 1002 998 976 982 984 1004 986 988 980 97 8 10 1 210061010 10085006 5005 5001 5004 5007 5003 5009 5008 5012 5016 5002 5009A 5102 5101 5011 5106 5105 5007 ")Proposed Catch Basins Drainage Areas #*Existing Outlet National Wetland Inventory Parcels LiDAR Contours Index Intermediate Storm Sewer !(Storm Manholes Project Area SWAMP Scores 0 - 25 25 - 50 50 - 75 75 + 311 Document Path: K:\015301-000\GIS\Maps\LakeLucyRd\Drainage Areas1 Date Saved: 2/13/2020 8:00 PM1 inch = 100 feet 0 100 Feet Lake Lucy Road Rehabilitation City of Chanhassen Figure 9 - Catch Basin Spacing Map C #* #* #* #* #* #* #*"""""""""""""""""""""""""" " " """ """"""""""""""""""""""""""""""""!( !( !( !( !( !( !( !( !( !( !( !( ") ") ") ") ") ")")")")")")")") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ")") ") ") ") ") ") ") ") ") ") ")") ") ")DiamondCtManchester Rd Ruby La Lake Lucy Rd Highgate Cir Briarwood CtGalpinBlvd998 1044 9989941040 1016 1042 10041036 1038 10 1 2978 1 0121024 1018100610001000 10 1897010321034 994 1 0081022 100810001002998 1 01 210109721030 1008 10169949721028 100410101006 10141026 1 0061022 1002100210 1 4 9961020996996998992992101210001 0 0 8 1014 9 8 21012 1 0 0 6 100 4 10 029961000 10061 0 0 4 1004101810101020 970 998 10 14 9741000974100898810169969761014 97697810089989901012982 996980984986994988990992992 1 01 09949969981000994100210049781006 980982 984986 1 012 988 994 9909921004100210101008 100699610009985006 5005 5001 5004 5007 5003 5002 5000 5001A 5007 ")Proposed Catch Basins Drainage Areas #*Existing Outlet National Wetland Inventory Parcels LiDAR Contours Index Intermediate Storm Sewer !(Storm Manholes Project Area SWAMP Scores 0 - 25 25 - 50 50 - 75 75 + 312 K:\015301-000\WR\Pond Memo\Pond Design Memo.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM Memorandum To: George Bender, PE, Chanhassen Assistant City Engineer From: Bill Alms, PE Henry Meeker, EIT Date: February 23, 2022 Re: Lake Lucy Road Improvement Project | Pond LL 2-14-1 City of Chanhassen, MN WSB Project No. 015301-000 This memo summarizes our review of Pond LL 2-14-1 and improvement options. Pond LL 2-14-1 is located east of the intersection between Lake Lucy Rd and Lake Harrison Cir. Table 1: Pond LL 2-14-1 Summary Pond Area 0.09 acres Current Average Depth 1.1 feet Current Bathymetric Volume 0.10 acre-feet Current SWAMP Score 24 Outlet Diameter 15-inch RCP Inlet Diameter 30-inch RCP Survey Date February 2022 Inspection Observation The inlet trash guard into Pond LL 2-14-1 has come off the FES, as shown in Figure 1. The outlet control structure is severely damaged. A large section of concrete has been separated from the rest of the structure, as shown in Figures 2-4. In addition, there were signs of water bypassing the structure and spilling over the edge of the pond, see Figure 5. Figure 1: Inlet Trash Guard Damage Figure 2: OCS Damage 313 Mr. George Bender February 23, 2022 Page 2 K:\015301-000\WR\Pond Memo\Pond Design Memo.docx Figure 3: OCS Damage Figure 4: OCS Damage Figure 5: Water Overflow Sediment Sample Results One sediment sample was collected at the inlet of Pond LL 2-14-1. The sample was assigned to Management Level 1. Additional information on the sediment analysis completed can be found in the attached Sediment Analysis Memo. Water Quality Analysis SWAMP was used to estimate the total phosphorus (TP) and total suspended solids (TSS) annual reductions for Pond LL 2-14-1 under various maintenance options, as shown in Table 2. Table 2: Pond LL 2-14-1 Maintenance Options *Cost estimates include a 1.4x contingency multiplier and a 1.75x multiplier for appurtenant work. Option Description Volume to Excavate (cy) Estimated Cost to Excavate* TP Removal Efficiency (%) Annual TP Reduction (lbs/yr) TSS Removal Efficiency (%) Annual TSS Reduction (tons/yr) 1 (Existing) 1.1’ average depth N/A N/A 21 3.10 41 0.94 2 Excavate to 2’ average depth 140 $10,300 30 4.51 57 1.29 3 Excavate to 3’ average depth 290 $21,400 37 5.53 63 1.44 4 Excavate to 4’ average depth 440 $32,500 42 6.27 68 1.55 314 Mr. George Bender February 23, 2022 Page 3 K:\015301-000\WR\Pond Memo\Pond Design Memo.docx Riley Purgatory Bluff Creek Watershed District (RPBCWD) Permitting Concerns For further improvement of basin TP and TSS removals, the footprint of the basin may be expanded. However, due to the location of the pond in the vicinity of wetland areas, additional permitting requirements must be considered. The basin footprint may be expanded where the land is not shown as a wetland in the National Wetland Inventory or RP BCWD records, see Figure 6. However, a full wetland delineation may be required to complete this expansion to ensure there are no wetland losses. Figure 6: Basin Expansion and Wetland Location 315 Mr. George Bender February 23, 2022 Page 4 K:\015301-000\WR\Pond Memo\Pond Design Memo.docx Maintenance Access Routes Figure 7 shows the preferred access route to Pond LL 2-14-1. This route has the most ideal access slopes to the pond, but will require a temporary easement or right of entry agreement with the property owners at 2237 Lake Lucy Rd. Other access routes are available but would involve steeper slopes and temporary wetland impacts that would require permitting through RPBCWD and as such are not preferred. Figure 7: Preferred Access Route Recommendations We recommend Option 3 as shown in Table 2, dredging the pond to remove accumulated sediment and improve TP and TSS removal efficiencies as much as possible. We also recommend replacing the inlet and outlet structures of this basin to return it to its designed hydraulic characteristics. Replacing the inlet flared end section and outlet control structure would cost an estimated $12,500. 316 317 318 K:\015301-000\Admin\Docs\Pond Memo\LL-2-14 - MEMO - Sediment Analysis.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM 2/23/2022 George Bender, PE Assistant City Engineer City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Re: Lake Lucy Road Rehabilitation (City Project No. 20-03) 015301-000 Sediment samples were collected from the LL 2-14-1 basin within the City of Chanhassen in accordance with the Minnesota Pollution Control Agency’s (MPCA) Managing Stormwater Sediment Best Management Practice Guidance. The work that was completed is described below. Field Procedures Sediment samples were collected on February 7, 2022 from the LL 2-14-1 basin. The sediment samples were collected as core samples and were submitted to Pace Analytical for the analysis of arsenic, copper, polycyclic aromatic hydrocarbons (PAHs), and carcinogenic PAHs (cPAHs). The sample from the basin was also analyzed for RCRA metals to provide additional data if landfill disposal is required. The Pace Lab Report is attached. Data Review The results of the analysis were compiled into the MPCA Sediment Spreadsheet (attached) for comparison to Residential and Industrial Soil Reference Values (SRV)s. The cPAH results were used to calculate a benzo(a)pyrene (BaP) equivalence value, which was a lso compared to SRVs. Each sample was assigned a management level based on the following criteria: Management Levels: Level 1: Non-Regulated Material Level 2: Regulated Material Suitable for Industrial Reuse Level 3: Regulated Material Not Suitable for Reuse The management levels identified for the 2022 Chanhassen sediment samples are: Basin ID Number of Samples Management Level LL 2-14-1 1 Management Level 1 – Non-regulated material Sincerely, WSB Kyle Blazek Environmental Scientist Attachments: Sediment Summary Spreadsheets Sediment Sampling Map Pace Sediment Lab Report 319 Project name: Lake Lucy Road Rehab Project (015301-000) Sample date: 2/7/2022 Residential SRV Industrial SRV Chemical Reporting limit* mg/kg mg/kg mg/kg Metals Arsenic 9 20 Copper 100 9000 Noncarcinogenic PAHs Acenaphthene 1,200 5,260 Acenaphthylene na na Anthracene 7,880 45,400 Benzo(g,h,i)perylene na na Fluoranthene 1,080 6,800 Fluorene 850 4,120 2-Methylnaphthalene 100 369 Naphthalene 10 28 Phenanthrene na na Pyrene 890 5,800 Carcinogenic PAHs/ B[a]P Equivalents Reporting limit* mg/kg Potency Equiv. Factor (PEF) Site Conc. mg/kg BaP Equiv. Conc. mg/kg Benzo(a)anthracene 0.10 0.0035 0.000 Benzofluoranthenes (Total) 0.10 0.0112 0.001 Benzo(a)pyrene 1.00 0.0049 0.005 Chrysene 0.01 0.0055 0.000 Dibenz(a,h)acridine 0.10 0.0014 0.000 Dibenz(a,h)anthracene 0.56 0.0012 0.001 7H-Dibenzo(c,g)carbazole 1.00 0.0022 0.002 Dibenzo(a,e)pyrene 1.00 0.0024 0.002 Dibenzo(a,h)pyrene 10.00 0.0019 0.019 Dibenzo(a,i)pyrene 10.00 0.0031 0.031 Dibenzo(a,l)pyrene 10.00 0.0071 0.071 7,12-Dimethylbenz(a)anthracene 34.00 0.00099 0.034 Indeno(1,2,3-cd)pyrene 0.10 0.0040 0.000 3-Methylcholanthrene 3.00 0.0038 0.011 5-Methylchrysene 1.00 0.0014 0.001 Total B[a]P Equivalents 2*23 0.180 Total B[a]P Equivalents - Kaplan Meier 2*23 Residential SRV (suitable for residential land use) Industrial SRV (suitable for industrial land use) "J" flagged data - sample concentration is above method detection limit but below reporting limit SRV = soil reference value PAHs = polycyclic aromatic hydrocarbons B[a]P = benzo[a]pyrene conc. = concentration Sample locations * Based on background threshold value (BTV) since residential SRV calculated to be below an estimate of ambient background SB-1 2.3 9.4 0.0016 0.0027 0.00093 0.0047 0.0085 0.00086 0.0030 B[a]P Equivalent - Each contaminant sample concentration is multiplied by it's Potency Equivalency Factor (PEF) to obtain a B[a]P equivalent concentration. All B[a]P equivalent concentrations are summed to calculate the total B[a]P equivalent concentration. For nondetect data, use the procedures outlined in Appendix B of "Managing Stormwater Sediment BMP Guidance For Municipalities". 0.0036 0.0030 0.0077 * Reporting limit- insert reporting limit in this column from the lab analytical results reports (converting to mg/kg if necessary) Summary of stormwater pond sediment testing wq-strm4-79 • 4/2/20https://www.pca.state.mn.us • Available in alternative formats • 651-296-6300 • 800-657-3864 • Use your preferred relay service Page 1 of 1 320 321 #=CL# February 21, 2022 LIMS USE: FR - KYLE BLAZEK LIMS OBJECT ID: 10596714 10596714 Project: Pace Project No.: RE: Kyle Blazek WSB & Associates 701 Xenia Ave S. Suite 300 Minneapolis, MN 55416 LL 2-14-1 Dear Kyle Blazek: Enclosed are the analytical results for sample(s) received by the laboratory on February 08, 2022. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - Minneapolis If you have any questions concerning this report, please feel free to contact me. Sincerely, Jared Dickinson jared.dickinson@pacelabs.com Project Manager (612)607-1700 Enclosures cc:Dan O'Neill, WSB & Associates 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 Minneapolis, MN 55414 (612)607-1700 Page 1 of 17322 #=CP# CERTIFICATIONS Pace Project No.: Project: 10596714 LL 2-14-1 Pace Analytical Services, LLC - Minneapolis MN 1700 Elm Street SE, Minneapolis, MN 55414 1800 Elm Street SE, Minneapolis, MN 55414--Satellite Air Lab A2LA Certification #: 2926.01* Alabama Certification #: 40770 Alaska Contaminated Sites Certification #: 17-009* Alaska DW Certification #: MN00064 Arizona Certification #: AZ0014* Arkansas DW Certification #: MN00064 Arkansas WW Certification #: 88-0680 California Certification #: 2929 Colorado Certification #: MN00064 Connecticut Certification #: PH-0256 EPA Region 8 Tribal Water Systems+Wyoming DW Certification #: via MN 027-053-137 Florida Certification #: E87605* Georgia Certification #: 959 Hawaii Certification #: MN00064 Idaho Certification #: MN00064 Illinois Certification #: 200011 Indiana Certification #: C-MN-01 Iowa Certification #: 368 Kansas Certification #: E-10167 Kentucky DW Certification #: 90062 Kentucky WW Certification #: 90062 Louisiana DEQ Certification #: AI-03086* Louisiana DW Certification #: MN00064 Maine Certification #: MN00064* Maryland Certification #: 322 Michigan Certification #: 9909 Minnesota Certification #: 027-053-137* Minnesota Dept of Ag Approval: via MN 027-053-137 Minnesota Petrofund Registration #: 1240* Mississippi Certification #: MN00064 Missouri Certification #: 10100 Montana Certification #: CERT0092 Nebraska Certification #: NE-OS-18-06 Nevada Certification #: MN00064 New Hampshire Certification #: 2081* New Jersey Certification #: MN002 New York Certification #: 11647* North Carolina DW Certification #: 27700 North Carolina WW Certification #: 530 North Dakota Certification #: R-036 Ohio DW Certification #: 41244 Ohio VAP Certification (1700) #: CL101 Ohio VAP Certification (1800) #: CL110* Oklahoma Certification #: 9507* Oregon Primary Certification #: MN300001 Oregon Secondary Certification #: MN200001* Pennsylvania Certification #: 68-00563* Puerto Rico Certification #: MN00064 South Carolina Certification #:74003001 Tennessee Certification #: TN02818 Texas Certification #: T104704192* Utah Certification #: MN00064* Vermont Certification #: VT-027053137 Virginia Certification #: 460163* Washington Certification #: C486* West Virginia DEP Certification #: 382 West Virginia DW Certification #: 9952 C Wisconsin Certification #: 999407970 Wyoming UST Certification #: via A2LA 2926.01 USDA Permit #: P330-19-00208 *Please Note: Applicable air certifications are denoted with an asterisk (*). 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 Minneapolis, MN 55414 (612)607-1700 Page 2 of 17323 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 10596714 LL 2-14-1 Lab ID Sample ID Matrix Date Collected Date Received 10596714001 SB-1 Solid 02/07/22 14:01 02/08/22 08:35 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 Minneapolis, MN 55414 (612)607-1700 Page 3 of 17324 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 10596714 LL 2-14-1 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 10596714001 SB-1 EPA 6010D 8 PASI-MDM EPA 7471B 1 PASI-MLMW ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 39 PASI-MJNG PASI-M = Pace Analytical Services - Minneapolis 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 Minneapolis, MN 55414 (612)607-1700 Page 4 of 17325 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10596714 LL 2-14-1 Sample:SB-1 Lab ID:10596714001 Collected:02/07/22 14:01 Received:02/08/22 08:35 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.QualPQL Analytical Method: EPA 6010D Preparation Method: EPA 3050B Pace Analytical Services - Minneapolis 6010D MET ICP Arsenic 2.3 mg/kg 02/18/22 12:42 7440-38-202/15/22 14:101.4 1 Barium 90.1 mg/kg 02/18/22 12:42 7440-39-302/15/22 14:100.70 1 Cadmium 0.23 mg/kg 02/18/22 12:42 7440-43-902/15/22 14:100.21 1 Chromium 8.5 mg/kg 02/18/22 12:42 7440-47-302/15/22 14:100.70 1 Copper 9.4 mg/kg 02/18/22 12:42 7440-50-802/15/22 14:100.70 1 Lead 11.3 mg/kg 02/18/22 12:42 7439-92-102/15/22 14:100.70 1 Selenium 0.61J mg/kg 02/18/22 12:42 7782-49-202/15/22 14:101.4 1 Silver <0.049 mg/kg 02/18/22 12:42 7440-22-402/15/22 14:100.70 1 Analytical Method: EPA 7471B Preparation Method: EPA 7471B Pace Analytical Services - Minneapolis 7471B Mercury Mercury 0.026J mg/kg 02/21/22 09:44 7439-97-602/15/22 16:260.029 1 Analytical Method: ASTM D2974 Pace Analytical Services - Minneapolis Dry Weight / %M by ASTM D2974 Percent Moisture 30.8 %02/09/22 09:31 N20.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3550C Pace Analytical Services - Minneapolis 8270E MSSV CPAH by SIM Acenaphthene <1.6 ug/kg 02/10/22 19:33 83-32-9 R102/09/22 08:3214.4 1 Acenaphthylene <2.7 ug/kg 02/10/22 19:33 208-96-8 R102/09/22 08:3214.4 1 Anthracene <0.93 ug/kg 02/10/22 19:33 120-12-7 R102/09/22 08:3214.4 1 Benzo(a)anthracene 3.5J ug/kg 02/10/22 19:33 56-55-3 R102/09/22 08:3214.4 1 Benzo(a)pyrene 4.9J ug/kg 02/10/22 19:33 50-32-8 R102/09/22 08:3214.4 1 Benzo(e)pyrene 4.4J ug/kg 02/10/22 19:33 192-97-2 R102/09/22 08:3214.4 1 Benzo(g,h,i)perylene 4.7J ug/kg 02/10/22 19:33 191-24-2 R102/09/22 08:3214.4 1 Benzofluoranthenes (Total)11.2J ug/kg 02/10/22 19:33 N2,R102/09/22 08:3243.3 1 Carbazole <1.5 ug/kg 02/10/22 19:33 86-74-8 R102/09/22 08:3214.4 1 2-Chloronaphthalene <1.6 ug/kg 02/10/22 19:33 91-58-7 M1,R102/09/22 08:3214.4 1 Chrysene 5.5J ug/kg 02/10/22 19:33 218-01-9 R102/09/22 08:3214.4 1 Dibenz(a,h)acridine <1.4 ug/kg 02/10/22 19:33 226-36-8 R102/09/22 08:3214.4 1 Dibenz(a,h)anthracene <1.2 ug/kg 02/10/22 19:33 53-70-3 R102/09/22 08:3214.4 1 Dibenz(a,j)acridine <4.9 ug/kg 02/10/22 19:33 224-42-0 L2,R102/09/22 08:3214.4 1 Dibenzo(a,e)pyrene 2.4J ug/kg 02/10/22 19:33 192-65-4 R102/09/22 08:3214.4 1 Dibenzo(a,h)pyrene <1.9 ug/kg 02/10/22 19:33 189-64-0 R102/09/22 08:3214.4 1 Dibenzo(a,i)pyrene <3.1 ug/kg 02/10/22 19:33 189-55-9 R102/09/22 08:3214.4 1 Dibenzo(a,l)pyrene <7.1 ug/kg 02/10/22 19:33 191-30-0 R102/09/22 08:3214.4 1 7H-Dibenzo(c,g)carbazole <2.2 ug/kg 02/10/22 19:33 194-59-2 R102/09/22 08:3214.4 1 Dibenzofuran <1.1 ug/kg 02/10/22 19:33 132-64-9 R102/09/22 08:3214.4 1 7,12-Dimethylbenz(a)anthracene <0.99 ug/kg 02/10/22 19:33 57-97-602/09/22 08:3214.4 1 Fluoranthene 8.5J ug/kg 02/10/22 19:33 206-44-0 R102/09/22 08:3214.4 1 Fluorene <0.86 ug/kg 02/10/22 19:33 86-73-7 R102/09/22 08:3214.4 1 Indeno(1,2,3-cd)pyrene 4.0J ug/kg 02/10/22 19:33 193-39-5 R102/09/22 08:3214.4 1 3-Methylcholanthrene <3.8 ug/kg 02/10/22 19:33 56-49-5 R102/09/22 08:3214.4 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 02/21/2022 04:34 PM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 5 of 17326 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10596714 LL 2-14-1 Sample:SB-1 Lab ID:10596714001 Collected:02/07/22 14:01 Received:02/08/22 08:35 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.QualPQL Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3550C Pace Analytical Services - Minneapolis 8270E MSSV CPAH by SIM 5-Methylchrysene <1.4 ug/kg 02/10/22 19:33 3697-24-3 R102/09/22 08:3214.4 1 1-Methylnaphthalene <3.0 ug/kg 02/10/22 19:33 90-12-0 M1,R102/09/22 08:3214.4 1 2-Methylnaphthalene <3.0 ug/kg 02/10/22 19:33 91-57-6 M1,R102/09/22 08:3214.4 1 Naphthalene <3.6 ug/kg 02/10/22 19:33 91-20-3 M1,R102/09/22 08:3214.4 1 5-Nitroacenaphthene <4.6 ug/kg 02/10/22 19:33 602-87-9 R102/09/22 08:3214.4 1 6-Nitrochrysene <4.6 ug/kg 02/10/22 19:33 7496-02-8 R102/09/22 08:3214.4 1 2-Nitrofluorene <5.9 ug/kg 02/10/22 19:33 607-57-8 N2,R102/09/22 08:3214.4 1 1-Nitropyrene <6.8 ug/kg 02/10/22 19:33 5522-43-0 N2,R102/09/22 08:3214.4 1 4-Nitropyrene <5.5 ug/kg 02/10/22 19:33 57835-92-4 N2,R102/09/22 08:3214.4 1 Perylene 8.2J ug/kg 02/10/22 19:33 198-55-0 R102/09/22 08:3214.4 1 Phenanthrene 3.0J ug/kg 02/10/22 19:33 85-01-8 R102/09/22 08:3214.4 1 Pyrene 7.7J ug/kg 02/10/22 19:33 129-00-0 R102/09/22 08:3214.4 1 Surrogates 2-Fluorobiphenyl (S)80 %.02/10/22 19:33 321-60-802/09/22 08:3243-125 1 p-Terphenyl-d14 (S)94 %.02/10/22 19:33 1718-51-002/09/22 08:3240-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 02/21/2022 04:34 PM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 6 of 17327 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10596714 LL 2-14-1 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: 798649 EPA 7471B EPA 7471B 7471B Mercury Solids Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10596714001 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:4243554 Associated Lab Samples:10596714001 Matrix:Solid Analyzed Mercury mg/kg <0.0080 0.018 02/21/22 09:40 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 4243555LABORATORY CONTROL SAMPLE: LCSSpike Mercury mg/kg 0.480.43 111 80-120 Parameter Units MS Result % Rec Limits Qual% RecConc. 4243556MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10596714001 4243557 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Mercury mg/kg 0.65 105 80-120104 4 200.620.026J 0.70 0.68 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 02/21/2022 04:34 PM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 7 of 17328 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10596714 LL 2-14-1 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: 798640 EPA 3050B EPA 6010D 6010D Solids Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10596714001 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:4243518 Associated Lab Samples:10596714001 Matrix:Solid Analyzed Arsenic mg/kg <0.15 0.97 02/18/22 12:38 Barium mg/kg <0.014 0.49 02/18/22 12:38 Cadmium mg/kg <0.033 0.15 02/18/22 12:38 Chromium mg/kg <0.030 0.49 02/18/22 12:38 Copper mg/kg <0.071 0.49 02/18/22 12:38 Lead mg/kg <0.10 0.49 02/18/22 12:38 Selenium mg/kg <0.32 0.97 02/18/22 12:38 Silver mg/kg <0.034 0.49 02/18/22 12:38 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 4243519LABORATORY CONTROL SAMPLE: LCSSpike Arsenic mg/kg 43.548.1 91 80-120 Barium mg/kg 48.848.1 101 80-120 Cadmium mg/kg 48.948.1 102 80-120 Chromium mg/kg 47.648.1 99 80-120 Copper mg/kg 47.148.1 98 80-120 Lead mg/kg 48.048.1 100 80-120 Selenium mg/kg 43.548.1 90 80-120 Silver mg/kg 22.324 93 80-120 Parameter Units MS Result % Rec Limits Qual% RecConc. 4243520MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10596714001 4243521 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Arsenic mg/kg 68.3 88 75-12588 1 2067.52.3 62.0 61.6 Barium mg/kg 68.3 107 75-125104 2 2067.590.1 163 161 Cadmium mg/kg 68.3 89 75-12590 0 2067.50.23 61.1 61.1 Chromium mg/kg 68.3 93 75-12593 1 2067.58.5 72.0 71.5 Copper mg/kg 68.3 93 75-12593 0 2067.59.4 72.5 72.4 Lead mg/kg 68.3 85 75-12586 0 2067.511.3 69.0 69.4 Selenium mg/kg 68.3 87 75-12588 1 2067.50.61J 59.9 60.2 Silver mg/kg 34.1 88 75-12588 1 2033.8<0.049 30.1 29.9 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 02/21/2022 04:34 PM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 8 of 17329 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10596714 LL 2-14-1 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: 797904 ASTM D2974 ASTM D2974 Dry Weight / %M by ASTM D2974 Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10596714001 Parameter Units Dup Result Max RPD QualifiersRPDResult 10596659001 4239476SAMPLE DUPLICATE: Percent Moisture %13.1 N2103014.5 Parameter Units Dup Result Max RPD QualifiersRPDResult 10596773007 4239583SAMPLE DUPLICATE: Percent Moisture %3.9 N24303.8 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 02/21/2022 04:34 PM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 9 of 17330 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10596714 LL 2-14-1 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: 797907 EPA 3550C EPA 8270E by SIM 8270E CPAH by SIM MSSV Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10596714001 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:4239486 Associated Lab Samples:10596714001 Matrix:Solid Analyzed 1-Methylnaphthalene ug/kg <2.0 10.0 02/10/22 12:54 1-Nitropyrene ug/kg <4.7 10.0 N202/10/22 12:54 2-Chloronaphthalene ug/kg <1.1 10.0 02/10/22 12:54 2-Methylnaphthalene ug/kg <2.1 10.0 02/10/22 12:54 2-Nitrofluorene ug/kg <4.1 10.0 N202/10/22 12:54 3-Methylcholanthrene ug/kg <2.6 10.0 02/10/22 12:54 4-Nitropyrene ug/kg <3.8 10.0 N202/10/22 12:54 5-Methylchrysene ug/kg <0.94 10.0 02/10/22 12:54 5-Nitroacenaphthene ug/kg <3.2 10.0 02/10/22 12:54 6-Nitrochrysene ug/kg <3.2 10.0 02/10/22 12:54 7,12-Dimethylbenz(a)anthracene ug/kg <0.68 10.0 02/10/22 12:54 7H-Dibenzo(c,g)carbazole ug/kg <1.5 10.0 02/10/22 12:54 Acenaphthene ug/kg <1.1 10.0 02/10/22 12:54 Acenaphthylene ug/kg <1.9 10.0 02/10/22 12:54 Anthracene ug/kg <0.64 10.0 02/10/22 12:54 Benzo(a)anthracene ug/kg <0.87 10.0 02/10/22 12:54 Benzo(a)pyrene ug/kg <1.1 10.0 02/10/22 12:54 Benzo(e)pyrene ug/kg <1.3 10.0 02/10/22 12:54 Benzo(g,h,i)perylene ug/kg <2.5 10.0 02/10/22 12:54 Benzofluoranthenes (Total)ug/kg <4.1 30.0 N202/10/22 12:54 Carbazole ug/kg <1.0 10.0 02/10/22 12:54 Chrysene ug/kg <0.98 10.0 02/10/22 12:54 Dibenz(a,h)acridine ug/kg <0.99 10.0 02/10/22 12:54 Dibenz(a,h)anthracene ug/kg <0.82 10.0 02/10/22 12:54 Dibenz(a,j)acridine ug/kg <3.4 10.0 02/10/22 12:54 Dibenzo(a,e)pyrene ug/kg <1.3 10.0 02/10/22 12:54 Dibenzo(a,h)pyrene ug/kg <1.3 10.0 02/10/22 12:54 Dibenzo(a,i)pyrene ug/kg <2.1 10.0 02/10/22 12:54 Dibenzo(a,l)pyrene ug/kg <5.0 10.0 02/10/22 12:54 Dibenzofuran ug/kg <0.79 10.0 02/10/22 12:54 Fluoranthene ug/kg <0.77 10.0 02/10/22 12:54 Fluorene ug/kg <0.60 10.0 02/10/22 12:54 Indeno(1,2,3-cd)pyrene ug/kg <0.88 10.0 02/10/22 12:54 Naphthalene ug/kg <2.5 10.0 02/10/22 12:54 Perylene ug/kg <1.4 10.0 02/10/22 12:54 Phenanthrene ug/kg <0.81 10.0 02/10/22 12:54 Pyrene ug/kg <0.94 10.0 02/10/22 12:54 2-Fluorobiphenyl (S)%.94 43-125 02/10/22 12:54 p-Terphenyl-d14 (S)%.105 40-125 02/10/22 12:54 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 02/21/2022 04:34 PM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 10 of 17331 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10596714 LL 2-14-1 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. 4239487LABORATORY CONTROL SAMPLE: LCSSpike 1-Methylnaphthalene ug/kg 75.8100 76 52-125 1-Nitropyrene ug/kg 68.3 N21006830-131 2-Chloronaphthalene ug/kg 77.9100 78 54-125 2-Methylnaphthalene ug/kg 74.8100 75 52-125 2-Nitrofluorene ug/kg 77.0 N21007760-132 3-Methylcholanthrene ug/kg 60.7100 61 30-131 4-Nitropyrene ug/kg 71.3 N21007142-135 5-Methylchrysene ug/kg 87.0100 87 63-125 5-Nitroacenaphthene ug/kg 69.8100 70 60-128 6-Nitrochrysene ug/kg 63.8100 64 30-143 7,12-Dimethylbenz(a)anthracene ug/kg 89.2100 89 30-125 7H-Dibenzo(c,g)carbazole ug/kg 85.2100 85 69-125 Acenaphthene ug/kg 76.7100 77 59-125 Acenaphthylene ug/kg 72.9100 73 56-125 Anthracene ug/kg 77.9100 78 62-125 Benzo(a)anthracene ug/kg 73.9100 74 60-125 Benzo(a)pyrene ug/kg 78.9100 79 67-125 Benzo(e)pyrene ug/kg 83.4100 83 64-125 Benzo(g,h,i)perylene ug/kg 83.5100 84 39-129 Benzofluoranthenes (Total)ug/kg 274 N23009167-125 Carbazole ug/kg 77.8100 78 66-125 Chrysene ug/kg 82.2100 82 60-125 Dibenz(a,h)acridine ug/kg 84.9100 85 66-125 Dibenz(a,h)anthracene ug/kg 88.0100 88 66-125 Dibenz(a,j)acridine ug/kg 8.1J L2100830-133 Dibenzo(a,e)pyrene ug/kg 84.9100 85 57-125 Dibenzo(a,h)pyrene ug/kg 90.0100 90 59-126 Dibenzo(a,i)pyrene ug/kg 79.1100 79 45-125 Dibenzo(a,l)pyrene ug/kg 52.4100 52 30-125 Dibenzofuran ug/kg 76.3100 76 61-125 Fluoranthene ug/kg 75.6100 76 66-125 Fluorene ug/kg 74.9100 75 63-125 Indeno(1,2,3-cd)pyrene ug/kg 83.9100 84 67-125 Naphthalene ug/kg 76.0100 76 50-125 Perylene ug/kg 91.1100 91 69-125 Phenanthrene ug/kg 78.3100 78 67-125 Pyrene ug/kg 79.1100 79 62-125 2-Fluorobiphenyl (S)%.88 43-125 p-Terphenyl-d14 (S)%.98 40-125 Parameter Units MS Result % Rec Limits Qual% RecConc. 4239488MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10596714001 4239489 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. 1-Methylnaphthalene ug/kg M1,R11443537-12557 47 30144<3.0 50.9 82.1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 02/21/2022 04:34 PM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 11 of 17332 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10596714 LL 2-14-1 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. 4239488MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10596714001 4239489 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. 1-Nitropyrene ug/kg N2,R11443630-13153 36 30144<6.8 52.6 76.1 2-Chloronaphthalene ug/kg M1,R11443948-12560 42 30144<1.6 56.8 87.1 2-Methylnaphthalene ug/kg M1,R11443540-12557 46 30144<3.0 51.0 81.7 2-Nitrofluorene ug/kg N2,R11444630-15067 37 30144<5.9 66.6 97.2 3-Methylcholanthrene ug/kg R11444130-13159 37 30144<3.8 58.7 85.3 4-Nitropyrene ug/kg N2,R11443930-13557 38 30144<5.5 55.9 81.8 5-Methylchrysene ug/kg R11445030-15072 37 30144<1.4 71.7 104 5-Nitroacenaphthene ug/kg R11443630-15056 40 30144<4.6 56.8 85.0 6-Nitrochrysene ug/kg R11443230-14345 33 30144<4.6 46.9 65.3 7,12- Dimethylbenz(a)anthracene ug/kg 144 47 30-14564 30 30144<0.99 68.0 92.0 7H-Dibenzo(c,g)carbazole ug/kg R11445130-12574 38 30144<2.2 73.1 107 Acenaphthene ug/kg R11444130-13960 38 30144<1.6 59.5 87.1 Acenaphthylene ug/kg R11443930-12557 37 30144<2.7 56.6 82.1 Anthracene ug/kg R11444530-15064 35 30144<0.93 65.0 92.6 Benzo(a)anthracene ug/kg R11444330-15062 35 301443.5J 65.2 92.4 Benzo(a)pyrene ug/kg R11444530-15064 32 301444.9J 70.4 97.6 Benzo(e)pyrene ug/kg R11444730-15067 34 301444.4J 71.9 101 Benzo(g,h,i)perylene ug/kg R11444630-15068 36 301444.7J 71.4 103 Benzofluoranthenes (Total)ug/kg N2,R14345130-15074 34 3043211.2J 233 330 Carbazole ug/kg R11444530-15065 35 30144<1.5 65.5 93.7 Chrysene ug/kg R11444630-15066 33 301445.5J 72.2 101 Dibenz(a,h)acridine ug/kg R11445030-12575 39 30144<1.4 72.8 108 Dibenz(a,h)anthracene ug/kg R11444930-14672 39 30144<1.2 71.1 105 Dibenz(a,j)acridine ug/kg R11444630-13362 31 30144<4.9 65.8 90.0 Dibenzo(a,e)pyrene ug/kg R11445130-12576 38 301442.4J 76.1 112 Dibenzo(a,h)pyrene ug/kg R11445330-12680 39 30144<1.9 78.7 117 Dibenzo(a,i)pyrene ug/kg R11444930-12573 39 30144<3.1 70.5 105 Dibenzo(a,l)pyrene ug/kg R11444330-12564 40 30144<7.1 61.6 92.5 Dibenzofuran ug/kg R11444343-12561 36 30144<1.1 61.5 88.3 Fluoranthene ug/kg R11443930-15057 33 301448.5J 64.6 90.5 Fluorene ug/kg R11444330-14761 35 30144<0.86 61.8 88.5 Indeno(1,2,3-cd)pyrene ug/kg R11444630-15069 37 301444.0J 70.5 103 Naphthalene ug/kg M1,R11443537-12558 50 30144<3.6 50.5 83.7 Perylene ug/kg R11445730-15082 34 301448.2J 90.5 127 Phenanthrene ug/kg R11444430-15062 33 301443.0J 66.6 92.7 Pyrene ug/kg R11444530-15066 33 301447.7J 73.2 102 2-Fluorobiphenyl (S)%.48 43-12579 p-Terphenyl-d14 (S)%.63 40-12596 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 02/21/2022 04:34 PM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 12 of 17333 #=QL# QUALIFIERS Pace Project No.: Project: 10596714 LL 2-14-1 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. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. WORKORDER QUALIFIERS WO: 10596714 The samples were received outside of required temperature range. Analysis was completed upon client approval.[1] ANALYTE QUALIFIERS Analyte recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated samples may be biased low.L2 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 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 02/21/2022 04:34 PM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 13 of 17334 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 10596714 LL 2-14-1 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 10596714001 798640 799146SB-1 EPA 3050B EPA 6010D 10596714001 798649 799233SB-1 EPA 7471B EPA 7471B 10596714001 797904SB-1 ASTM D2974 10596714001 797907 798260SB-1 EPA 3550C EPA 8270E by SIM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 02/21/2022 04:34 PM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 14 of 17335 Page 15 of 17336 2/8/22 Page 16 of 17337 Page 17 of 17338 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 APPENDIX C Public Informational Meeting 339 340 341 We were hoping for a comprehensive city plan. It’s hard to comment without one. The most disappointing issue is a lack of any plans for "Street Calming". No plans to add or enhanced crosswalks is also exempt. A simple street/path resurface hardly warrants a need for a meeting. Sounds like there has not been any recent traffic/flow/speed studies completed to date. We understand the street design and intent. This does not imply that Lake Lucy Road deficiencies don't exist. The most concerning issue is the speeding of the average vehicle along with increased volume. Both are assumed to increase with a nice new smooth road, not to mention the Galpin Road upgrade. Road design is the only proven way to mitigate traffic/pedestrian issues. We are not asking for a total redesign here. You folks are smart, educated and this is your bag. No one else can or will help keep this road safe, efficient and "calming". That's your job... Regards Jayson & Peggy Dreher -2144 Lake Lucy Road-jayson57@msn.com-612-270-7243 342 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 APPENDIX D Opinion of Probable Cost 343 WSB Project:2022 LAKE LUCY ROAD REHABILITATION PROJECT Design By:AOG Project Location:CITY OF CHANHASSEN Checked By:NTP City Project No.:20-03 WSB Project No:015301-000 Date:2/18/2022 ESTIMATED QUANTITY ESTIMATED COST ESTIMATED QUANTITY ESTIMATED COST 2021.501 MOBILIZATION LS 36,780.00$ 1 36,780.00$ 0.80 29,424.00$ 0.20 7,356.00$ 2101.524 CLEARING 1 TREE 800.00$ 2 1,600.00$ 2 1,600.00$ 2101.524 GRUBBING 1 TREE 800.00$ 2 1,600.00$ 2 1,600.00$ 2104.502 REMOVE CASTING EACH 250.00$ 20 5,000.00$ 1 250.00$ 19 4,750.00$ 2104.502 REMOVE DRAINAGE STRUCTURE EACH 600.00$ 2 1,200.00$ 2 1,200.00$ 2104.503 REMOVE SEWER PIPE (STORM)L F 30.00$ 22 660.00$ 22 660.00$ 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)7 L F 8.00$ 80 640.00$ 80 640.00$ 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)7 L F 6.00$ 100 600.00$ 100 600.00$ 2104.503 REMOVE CURB & GUTTER L F 13.00$ 2140 27,820.00$ 1940 25,220.00$ 200 2,600.00$ 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT 1 S Y 28.00$ 20 560.00$ 20 560.00$ 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 18.00$ 40 720.00$ 40 720.00$ 2104.518 REMOVE BITUMINOUS WALK S F 3.00$ 1360 4,080.00$ 1360 4,080.00$ 2104.518 REMOVE CONCRETE WALK S F 5.00$ 525 2,625.00$ 525 2,625.00$ 2104.602 REMOVE MINERAL DEPOSITS 1 EACH 750.00$ 1 750.00$ 1 750.00$ 2104.618 REMOVE BRICK PAVERS S F 6.00$ 125 750.00$ 125 750.00$ 2106.507 EXCAVATION - COMMON C Y 33.00$ 340 11,220.00$ 340 11,220.00$ 2106.507 EXCAVATION - SUBGRADE 1, 5 C Y 45.00$ 70 3,150.00$ 70 3,150.00$ 2123.510 COMMON LABORERS 8 HOUR 100.00$ 8 800.00$ 8 800.00$ 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 165.00$ 10 1,650.00$ 10 1,650.00$ 2211.507 AGGREGATE BASE (CV) CLASS 5 C Y 40.00$ 140 5,600.00$ 140 5,600.00$ 2215.504 FULL DEPTH RECLAMATION (P)5, 6 S Y 4.00$ 2730 10,920.00$ 2730 10,920.00$ 2231.604 BITUMINOUS PATCH SPECIAL 3 S Y 60.00$ 263 15,780.00$ 140 8,400.00$ 123 7,380.00$ 2232.504 MILL BITUMINOUS SURFACE (2.5") (P)S Y 2.25$ 13800 31,050.00$ 13800 31,050.00$ 2301.602 DRILL & GROUT DOWEL BAR (EPOXY COATED)EACH 18.00$ 112 2,016.00$ 112 2,016.00$ 2356.504 BITUMINOUS SEAL COAT 2 S Y 1.00$ 13800 13,800.00$ 13800 13,800.00$ 2356.506 BITUMINOUS MATERIAL FOR SEAL COAT 2 GAL 7.00$ 1380 9,660.00$ 1380 9,660.00$ 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 5.00$ 1518 7,590.00$ 1518 7,590.00$ 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,B)4.0" THICK S Y 60.00$ 20 1,200.00$ 20 1,200.00$ 2360.504 TYPE SP 9.5 WEAR CRS MIX(3,B)3.0" THICK S Y 14.00$ 2730 38,220.00$ 2730 38,220.00$ 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3,C)TON 83.00$ 2150 178,450.00$ 2150 178,450.00$ 2502.503 4" PERF PVC PIPE DRAIN 1 L F 35.00$ 65 2,275.00$ 65 2,275.00$ 2502.602 CONNECT TO EXISTING PIPE DRAIN 1 EACH 300.00$ 4 1,200.00$ 4 1,200.00$ 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 85.00$ 24 2,040.00$ 24 2,040.00$ 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 95.00$ 16 1,520.00$ 16 1,520.00$ 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1,200.00$ 2 2,400.00$ 2 2,400.00$ 2504.602 BOLT & VALVE BOX REPLACEMENT - GATE VALVE 1 EACH 4,000.00$ 6 24,000.00$ 6 24,000.00$ 2504.602 BOLT & VALVE BOX REPLACEMENT - BUTTERFLY VALVE 1 EACH 4,000.00$ 5 20,000.00$ 5 20,000.00$ 2504.602 BOLT & VALVE BOX REPLACEMENT - HYDRANT VALVE 1 EACH 3,500.00$ 9 31,500.00$ 9 31,500.00$ 2504.602 ADJUST VALVE BOX 1 EACH 600.00$ 11 6,600.00$ 11 6,600.00$ 2504.602 6" GATE VALVE & BOX 1 EACH 2,600.00$ 1 2,600.00$ 1 2,600.00$ 2504.602 8" GATE VALVE & BOX 1 EACH 3,400.00$ 1 3,400.00$ 1 3,400.00$ 2504.602 12" GATE VALVE & BOX 1 EACH 4,500.00$ 1 4,500.00$ 1 4,500.00$ 2504.602 INSTALL ANODE BAG 9 EACH 350.00$ 21 7,350.00$ 21 7,350.00$ 2506.502 CASTING ASSEMBLY EACH 1,000.00$ 2 2,000.00$ 2 2,000.00$ 2506.502 ADJUST FRAME & RING CASTING EACH 800.00$ 17 13,600.00$ 17 13,600.00$ 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 650.00$ 8.5 5,525.00$ 8.5 5,525.00$ 2506.602 CASTING ASSEMBLY SPECIAL 4 EACH 800.00$ 19 15,200.00$ 19 15,200.00$ 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 1,000.00$ 4 4,000.00$ 4 4,000.00$ 2506.602 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3')EACH 2,600.00$ 4 10,400.00$ 4 10,400.00$ 2506.602 GROUT CATCH BASIN OR MANHOLE EACH 600.00$ 19 11,400.00$ 19 11,400.00$ OPINION OF PROBABLE COST MNDOT SPECIFICATION NO. DESCRIPTION NOTES UNIT ESTIMATED UNIT PRICE PROJECT TOTAL ESTIMATED TOTAL QUANTITY ESTIMATED TOTAL COST LOCAL (NON-PARTICIPATING) FUNDING SOURCE S.A.P. 194-101-014 FUNDING SOURCE BASE BID - MILL AND OVERLAY STREET PAVEMENT 344 2506.602 CHIMNEY SEAL EACH 250.00$ 19 4,750.00$ 19 4,750.00$ 2521.518 6" CONCRETE WALK S F 20.00$ 1380 27,600.00$ 1380 27,600.00$ 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 26.00$ 2140 55,640.00$ 1940 50,440.00$ 200 5,200.00$ 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 105.00$ 70 7,350.00$ 70 7,350.00$ 2531.618 TRUNCATED DOMES S F 60.00$ 234 14,040.00$ 234 14,040.00$ 2563.601 TRAFFIC CONTROL LS 7,000.00$ 1 7,000.00$ 0.8 5,600.00$ 0.20 1,400.00$ 2564.618 SIGN TYPE C S F 55.00$ 94.0 5,170.00$ 94 5,170.00$ 2573.502 STORM DRAIN INLET PROTECTION EACH 160.00$ 25 4,000.00$ 25 4,000.00$ 2573.503 SEDIMENT CONTROL LOG TYPE STRAW L F 4.00$ 1565 6,260.00$ 1565 6,260.00$ 2574.507 COMMON TOPSOIL BORROW 1 CY 38.00$ 355 13,490.00$ 355 13,490.00$ 2574.508 FERTILIZER TYPE 3 LB 1.00$ 101 101.00$ 84 84.00$ 17 17.00$ 2575.504 SODDING TYPE LAWN S Y 9.00$ 2430 21,870.00$ 2030 18,270.00$ 400 3,600.00$ 2575.505 SEEDING ACRE 4,000.00$ 0.14 560.00$ 0.14 560.00$ 2582.503 4" DBLE SOLID LINE MULTI COMP GR IN L F 1.50$ 3174 4,761.00$ 3174 4,761.00$ 2582.503 24" SOLID LINE MULTI COMP GR IN L F 25.00$ 74 1,850.00$ 74 1,850.00$ 2582.518 CROSSWALK MULTI COMP GR IN S F 10.00$ 990 9,900.00$ 990 9,900.00$ 0 -$ CONSTRUCTION TOTAL - BASE BID 772,343.00$ 619,390.00$ 152,953.00$ CONTINGENCY TOTAL (5%)38,617.15$ 30,969.50$ 7,647.65$ SUBTOTAL 810,960.15$ 650,359.50$ 160,600.65$ INDIRECT COST TOTAL (10%)81,096.02$ 65,035.95$ 16,060.07$ TOTAL 892,056.17$ 715,395.45$ 176,660.72$ 345 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 APPENDIX E Figure 10: Preliminary Assessment Map Preliminary Assessment Roll 346 ?ÌA@ 2 3 19 1 18 4 20 97658 17 1516 11 12 14 13 10Lake Lucy RdGalpin BlvdHazeltine BlvdManchester RdLake Harrison RdHighover DrPinehurst Dr Crestview Dr Br e n d e n Ct Topaz Dr Highover Tr H e m lo c k L a Ruby LaC r e s t v i e w C i r Highgate Cir Briarwood CtAmberwood LaM-588 Alder Way Edgewood Ct 1 inch = 400 f eet Document Path: K:\015301-000\GIS\Maps\Figure10_AssessmentMap.mxd Date Saved: 4/6/2020 8:15:22 AMLake Lucy Road Rehabilitation ProjectChanhassen, MN Pro ject LocationAssessed ParcelsCity Own ed Parcels Figure 10 - Preliminary Assessment Map 0 400Feet¯ 347 City Project 2022 Lake Lucy Road Rehabilitation Project Street Improvement Cost (Less 10% Indirect Costs and 5% Contingency)485,922.15$ Project No.20-03 Assessable Cost @ 40%194,368.86$ Assessable Front Footage (48.15%)93,582.43$ Prorated for 31' Residential (86.11%)80,584.87$ Single Family Residential Units 20 Date:2/23/2022 Single Family Unit Assessment Rate (rounded figure)4,030.00$ MAP ID PARCEL ID PROPERTY ADDRESS OWNER NAME OWNER ADDRESS SINGLE FAMILY RESIDENTIAL UNIT EQUIVALENTS UNIT ASSESSMENT RATE ASSESSMENT AMOUNT 1 251460020 2323 LAKE LUCY RD Chanhassen, MN 55317 CHANHASSEN CITY PO BOX 147 Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 2 251470070 2275 LAKE LUCY RD Chanhassen, MN 55317 DIANA R & JEFFREY A HALL 2275 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 3 251470080 2249 LAKE LUCY RD Chanhassen, MN 55317 MARY ANN OLSON TRUST AGREEMENT 2249 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 4 258420010 2237 LAKE LUCY RD Chanhassen, MN 55317 ZHIJUN WANG 2237 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 5 258420020 2219 LAKE LUCY RD Chanhassen, MN 55317 KENNETH F & KRISTEN L THATCHER 2219 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 6 258420030 2201 LAKE LUCY RD Chanhassen, MN 55317 STEPHEN J & LAURIE A KERKVLIET 2201 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 7 258420040 2181 LAKE LUCY RD Chanhassen, MN 55317 BRUCE S SMITH 2805 GULL AVE MEDFORD, NY 11673 1 4,030.00$ 4,030.00$ 8 258420050 2165 LAKE LUCY RD Chanhassen, MN 55317 MATTHEW KRAMER 2165 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 9 258420060 2151 LAKE LUCY RD Chanhassen, MN 55317 BENJAMIN F SNYDER 2151 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 10 258420070 2135 LAKE LUCY RD Chanhassen, MN 55317 IH2 PROPERTY ILLINOIS LP 1717 MAIN ST SUITE 2000 Dallas, TX 75201 1 4,030.00$ 4,030.00$ 11 258420080 2117 LAKE LUCY RD Chanhassen, MN 55317 KELLY P DAVIES 2117 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 12 258420100 2122 LAKE LUCY RD Chanhassen, MN 55317 KAREN M RYAN 2122 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 13 258420090 2144 LAKE LUCY RD Chanhassen, MN 55317 DREHER FAMILY WEALTH TRUST 2144 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 14 251470060 2244 LAKE LUCY RD Chanhassen, MN 55317 GINA B SAUER REV TRUST 2244 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 15 251450030 2340 LAKE LUCY RD Chanhassen, MN 55317 BARBARA A MILLER TRUST 2340 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 16 251450020 2360 LAKE LUCY RD Chanhassen, MN 55317 SUSANNE SCHAER 2360 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 17 251450010 2380 LAKE LUCY RD Chanhassen, MN 55317 JASON G MOONEY & NANCY MCKENZIE 2380 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 18 253490030 2432 LAKE LUCY RD Chanhassen, MN 55317 BRUCE B & HOLLY H OLSON 2432 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 19 253490020 2444 LAKE LUCY RD Chanhassen, MN 55317 ADAM G LUKENS 2444 LAKE LUCY RD Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ 20 253490010 2450 LAKE LUCY RD Chanhassen, MN 55317 MOUNT OLIVET ROLLING ACRES INC 18986 LAKE DR E Chanhassen, MN 55317 1 4,030.00$ 4,030.00$ Lake Lucy Road Preliminary Assessment Roll 348 Feasibility Report City Project No. 20-03 2022 Lake Lucy Road Rehabilitation Project City of Chanhassen, MN WSB Project No. R-015301-00 APPENDIX F Geotechnical Report 349 CONSULTANTS •ENVIRONMENTAL •GEOTECHNICAL •MATERIALS •FORENSICS www.amengtest.com REPORT OF GEOTECHNICAL EXPLORATION AND PAVEMENT EVALUATION REVIEW 2020 Lake Lucy Road & Trail Rehabilitation Chanhassen, Minnesota Report No. 28-20260 Date: December 20, 2019 Prepared for: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 350 Page i 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. December 20, 2019 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Attn: Mr. Steve Ferraro, Construction Manager Re: Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation Chanhassen, Minnesota AET Report No. 28-20260 Dear Mr. Ferraro: American Engineering Testing, Inc. (AET) is pleased to present the results of our subsurface exploration program and pavement evaluation review for the 2020 Lake Lucy Road and Trail Rehabilitation project in Chanhassen, Minnesota. These services were performed in general accordance with our proposal dated November 15, 2019 and with your authorization on November 18, 2019. This report was previously submitted to the City of Chanhassen as a draft report dated December 17, 2019. After discussions with the City of Chanhassen and receipt of additional information, our report has been revised to reflect these discussions and additional information. We are submitting this report as an electronic pdf copy. Additional copies can be provided upon request. Please contact us if you have any questions about the report. Sincerely, American Engineering Testing, Inc. Krystle R. Staker Project Manager, Engineering Technician III Phone: (586) 850-9717 kstaker@amengtest.com CONSULTANTS • ENVIRONMENTAL • GEOTECHNICAL • MATERIALS • FORENSICS 351 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Copyright 2019 American Engineering Testing, Inc. All Rights Reserved Unauthorized use or copying of this document is strictly prohibited by anyone other than the client for the specific project. Page ii SIGNATURE PAGE Prepared for: Prepared by: City of Chanhassen American Engineering Testing, Inc. 7700 Market Boulevard 550 Cleveland Avenue North P.O. Box 147 St. Paul, Minnesota 55114 Chanhassen, MN 55317 (651) 659-9001/www.amengtest.com Attn: Mr. Steve Ferraro, Construction Manager Authored by: Reviewed by: Krystle R. Staker Melanie Fiegen, PE Project Manager, Engineering Technician III Senior Engineer I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under Minnesota Statute Section 326.02 to 326.15 Name: Melanie Fiegen Date: December 19, 2019 License #: 57611 352 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page iii TABLE OF CONTENTS Transmittal Letter ............................................................................................................................. i Signature Page ................................................................................................................................ ii TABLE OF CONTENTS ............................................................................................................... iii 1.0 INTRODUCTION .................................................................................................................... 1 2.0 SCOPE OF SERVICES ............................................................................................................ 1 3.0 PROJECT INFORMATION ..................................................................................................... 1 4.0 PAVEMENT & SUBSURFACE EXPLORATION TESTING PROGRAM .......................... 2 4.1 Pavement Thickness Testing (GPR) ...................................................................................... 2 4.2 Subsurface Field Exploration ................................................................................................ 3 4.3 Laboratory Testing ................................................................................................................ 3 5.0 SITE CONDITIONS ................................................................................................................. 3 5.1 Surface Observations ............................................................................................................. 3 5.2 Pavement Thickness .............................................................................................................. 5 5.2 Subsurface Soils/Geology...................................................................................................... 7 5.3 Ground Water ........................................................................................................................ 7 5.4 Review of Soil Properties ...................................................................................................... 7 6.0 DISCUSSION – LAKE LUCY ROAD .................................................................................... 8 6.1 R-Value Estimate ................................................................................................................... 8 6.2 Pavement Design ................................................................................................................... 9 6.3 Full Reconstruction – TH 41 to CR 117 ................................................................................ 9 6.4 Stabilized Full Depth Reclamation ...................................................................................... 10 6.5 Mill and Overlay .................................................................................................................. 11 6.6 Texas Underseal .................................................................................................................. 12 6.7 Pavement Maintenance ........................................................................................................ 12 7.0 DISCUSSION – LAKE LUCY TRAIL .................................................................................. 12 7.1 Full Reconstruction- Trail ................................................................................................... 13 7.2 Overlay - Trail ..................................................................................................................... 13 8.0 CONSTRUCTION CONSIDERATIONS .............................................................................. 14 8.1 Potential Difficulties ............................................................................................................ 14 8.2 Observation and Testing ...................................................................................................... 14 9.0 LIMITATIONS ....................................................................................................................... 15 DESIGN SHEETS State Aid 10-Ton ESAL Traffic Forecast Calculator MnDOT FlexPave Design Sheet – Full Reconstruction MnDOT FlexPave Design Sheet – SFDR Section – TH 41 to CR 117 MnDOT FlexPave Design Sheet – SFDR Section – Eastern STANDARD SHEETS Definitions Relating to Pavement Construction Bituminous Pavement Subgrade Preparation and Design Bituminous Overlay Milling and Preparation 353 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page iv TABLE OF CONTENTS CONTINUED APPENDIX A Ground Penetrating Radar Field Exploration and Testing GPR Data Analysis Results Figure 1 – GPR Testing Route APPENDIX B Pavement Core Log Reports APPENDIX C Geotechnical Field Exploration and Testing Boring Log Notes MnDOT Boring Log Descriptive Terminology AASHTO Soil Classification System Figure 2 – Pavement Core Testing Location Map Figure 3 – Soil Boring Location Map Subsurface Boring Logs Materials Test Reports APPENDIX D Geotechnical Report Limitations and Guidelines for Use 354 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 1 of 15 1.0 INTRODUCTION Rehabilitation is proposed for Lake Lucy Road and the adjacent trail between TH 41 and CR 117 in Chanhassen, Minnesota. To assist in planning and design, the City of Chanhassen (City) has authorized American Engineering Testing, Inc. (AET) to conduct a subsurface exploration and pavement evaluation review to include bituminous pavement coring, soil borings, ground penetrating radar (GPR), and perform a geotechnical and pavement engineering review for the project. This report presents the results of these services and provides our engineering recommendations based on this data. 2.0 SCOPE OF SERVICES AET's services were performed in accordance with our proposal to the City dated November 15, 2019 and authorized by the City on November 18, 2019. The authorized scope of services consisted of the following: • Perform ground penetrating radar (GPR) in both directions of travel on approximately 1.4 lane miles at a rate of 4 scans/foot. • Perform a total of 22 four-inch diameter pavement cores and 10 flight auger soil borings to a depth of 10 feet. • Conduct soil laboratory testing to include sieve analyses and moisture content testing. • Perform a geotechnical engineering review based on the data obtained and preparation of this report. The services reported herein are intended for geotechnical purposes only. The scope is not intended to explore for the presence or extent of environmental contamination in the soil or groundwater; however, obvious contamination detected by us would be reported to you. 3.0 PROJECT INFORMATION The project consists of rehabilitation of Lake Lucy Road and the adjacent trail along this segment of Lake Lucy Road. This segment of Lake Lucy Road is an MSA collector roadway and is approximately 0.66 center line miles. It is anticipated that the roadway will keep the existing grade and width. The City is considering multiple rehabilitation options to include full depth reclamation, stabilized full depth reclamation, mill and overlay, use of Texas underseal and/or full reconstruction for the road and trail, to meet State Aid standards and a 9-ton pavement design. Typical sections of the original construction for Lake Lucy Road were provided to us by the City. The section of Lake Lucy Road from Station 0+00 (TH 41) to Station 15+50 had an original pavement section consisting of 6 ½ inches of bituminous course (MnDOT Type 41, wearing course 355 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 2 of 15 and MnDOT 31, binder and base course) and 18 inches of Class 5 aggregate base (MnDOT 2211). The next section was approximately 325 feet in length and began about 35 feet east of Brenden Court to about 350 feet east of Brenden Court. This pavement section consisted of 5 ½ inches of bituminous (MnDOT Type 41A and MnDOT type 31B), approximately 12 inches of Class 5 aggregate base, and approximately 17 ¾ inches of select granular borrow modified 10%. From the end of this section to CR 117, the pavement section consisted of 3 ½ inches of bituminous (MnDOT Type 41) and 12 inches of gravel base Class 5 modified. The following published traffic information was available from MnDOT’s website for this segment of Lake Lucy Road: 2011 AADT: 2100, 2013 AADT: 2150, 2015 AADT: 2300, and 2018 AADT: 2600. Additional traffic information for 2015: 2270, 2017: 2200, and 2019: 2100 was provided by the City. The published MnDOT traffic counts were used in our pavement design. The above stated information represents our understanding of the proposed construction. This information is an integral part of our engineering review. It is important that you contact us if there are changes from that described so that we can evaluate whether modifications to our recommendations are appropriate. 4.0 PAVEMENT & SUBSURFACE EXPLORATION TESTING PROGRAM 4.1 Pavement Thickness Testing (GPR) The pavement section thickness testing program conducted for this project consisted of a high speed (air coupled) GPR antenna that collected material layer thickness data at a rate of four scans per foot. The data was collected using a 2 GHz antenna, which generally allows material layer measurements at depths of 18 to 20 inches with a resolution of less than about ½ inch. The GPR data collection is tied to GPS coordinates. The test data and details of the methods used appear in Appendix A. The GPR data was collected on November 20, 2019 according to SIR-30 processor settings established by GSSI RoadScan system. A calibration file, required for data post-processing, was collected prior to testing. Figure 1 shows the GPR scanning route. The GPR interface identification was accomplished using RADAN 7.0, a proprietary software package included with the GSSI RoadScan system. The software includes tools to aid in delineating pavement layer transitions, and automatically calculates their depths from the pavement surface using the calibration file(s) collected prior to testing. The identified layer(s) were also compared to the pavement core and soil boring data (when available) to validate the accuracy of the layer thicknesses. 356 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 3 of 15 The total depth of pavement is not always explicitly clear. Where gaps in clear identification of the pavement and base layer thicknesses are encountered, they are reported as a percent of the picking rate of the layer interface. A picking rate of 100 percent indicates the layer interfaces were visible in 100 percent of the scanned points. Factors influencing definition of radar scans include ambient electromagnetic interference, the presence of moisture, the presence of voids, and the similarity of material layer type between layers (e.g. gravel vs. gravelly sand). 4.2 Subsurface Field Exploration The subsurface exploration program conducted for the project consisted of 22 four-inch diameter pavement cores and 10 flight auger borings to a depth of 10-feet. The pavement cores were performed on December 10, 2019 and December 11, 2019, and the soil borings were performed on December 5, 2019. A total of 5 soil borings (even numbered borings) and 5 pavement cores were performed on the trail, adjacent to the soil borings performed in the roadway (odd numbered borings). The remaining pavement cores and soil borings were all performed within the drive lanes (inside and outside wheel paths) of the roadway. The test locations and soil boring depths were selected by the City. The approximate locations of the pavement cores and soil borings are illustrated in Figures 2 and 3. Reports containing the photographs and measurements of the pavement cores appear in Appendix B and the subsurface boring logs and details of the methods used appear in Appendix C. The logs contain information concerning soil layering, soil classification, and geologic description. 4.3 Laboratory Testing The laboratory test program included visual/manual classification of the soil samples, moisture content, organic content testing, and sieve analysis testing. The moisture content, organic content, and material finer than the #200 sieve are reported on the boring logs in Appendix C, adjacent to the samples they were performed on. The complete sieve analysis results are also attached in Appendix C following the subsurface boring logs. 5.0 SITE CONDITIONS 5.1 Surface Observations During the GPR survey, a digital video log (DVL) was collected to review the roadway surface conditions and note major pavement distresses. The surface conditions were also noted at the time of field testing. 357 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 4 of 15 The major pavement distresses identified along the roadway included severe propagating longitudinal cracking, severe propagating transverse cracking, the beginning stages of alligator cracking and additional longitudinal cracking in the outside wheel path, and delamination of the chip seal. Other pavement distresses identified include moderate edge cracking. Several patching maintenance repairs have been made to potholes, sections surrounding manhole covers, failure at edges, and throughout the roadway. Figure 5.1.1 Typical Distresses (Western Segment – 350’ E of Brenden Court to TH 41). 358 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 5 of 15 Figure 5.1.2 Typical Distresses (Eastern Segment – CR 117 to 350’ E of Brenden Court). 5.2 Pavement Thickness 5.2.1 GPR Results The GPR data show a clear interface between the bituminous and possible aggregate base with a picking rate of 100%, as well as a clear interface between the possible aggregate base layer and the underlying subgrade soils with a picking rate of 20%. Table 5.2.1 below presents the bituminous surface layer as “Surface” and the possible aggregate base layer as “Base.” The data plot identifying layer thicknesses, included in Appendix A, are data points collected at 3-inch spacing and averaged over 10 feet. There was a clear pavement change identified in the GPR data located approximately 350 feet east of Brenden Court. The GPR has been split into two sections. Table 5.2.1 GPR Thickness Results (inches) Roadway Termini Surface (inches) Base (inches) Begin End Avg CV 15th Avg CV 15th Lake Lucy Road CR 117 (Galpin Blvd) ~350 E of Brenden Ct 6.1 13% 5.5 9.3 13% 8.4 Lake Lucy Road ~350 E of Brenden Ct TH 41 (Hazeltine Blvd) 7.5 10% 6.8 * * * Note: Avg – Average; CV – Coefficient of Variation; 15th – 15th Percentile. *Base was present at the soil boring locations, however was beyond the depth of the GPR limits. 359 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 6 of 15 Table 5.2.1 shows the statistical results of the bituminous surface and possible aggregate base layer thickness measurements by GPR along each roadway section. The 15th percentile represents the value at which 85% of the section has a pavement layer thickness that is greater than identified. This is the value we generally recommend using for pavement design purposes. 5.2.2 Pavement Core and Soil Boring Results We performed 22 four-inch diameter pavement cores (C-1 to C-22) and 10 flight auger soil borings (B-1 to B-10). At the time of pavement coring, the aggregate base material was frozen and hand augers were not performed. Bituminous pavement was encountered at each of the pavement core and soil boring locations. Table 5.2.2 below shows the encountered bituminous pavement thicknesses from each location. Table 5.2.2 Pavement Cores ID Lane Wheel Path Thickness (in.) ID Thickness (in.) Core Boring Core Boring C-1 WB Outside 8.4 C-2/B-2 Trail 3.0 3.0 C-3/B-1 EB Outside 8.1 9.0 C-9/B-4 Trail 3.0 2.5 C-4 WB Inside 7.2 C-13/B-6 Trail 3.7 3.25 C-5 EB Outside 7.8 C-18/B-8 Trail 3.2 3.0 C-6 WB Outside 7.0 C-21/B-10 Trail 3.6 4.0 C-7 EB Inside 7.4 C-8/B-3 WB Outside/Inside 8.3 8.0 C-10 EB Outside 6.8 C-11 WB Inside 6.3 C-12/B-5 EB Outside 6.2 7.0 C-14 WB Outside 5.4 C-15 EB Inside 5.6 C-16 WB Outside 5.5 C-17/B-7 EB Outside/Inside 5.3 6.5 C-19 WB Inside 6.0 C-20/B-9 WB Outside 5.1 4.75 C-22 EB Outside 4.7 The bituminous pavement ranged from 4.7 to 9 inches within the roadway and 2.5 to 4 inches within the trail. Soils encountered directly beneath the bituminous pavement at roadway boring locations B-1, B-5, and B-7 consisted of a mixture of gravelly slightly plastic sandy loam and crushed limestone (A-1-b) and at boring locations B-3 and B-9 consisted of a mixture of crushed limestone and loamy sand (A-2-4). These materials appear to be ‘base’, however based on the gradations performed, do not meet a MnDOT Aggregate Base gradation. Throughout the report, 360 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 7 of 15 we will refer to them as ‘base-like materials.’ Soils encountered directly beneath the bituminous pavement at the trail boring locations B-2, B-4, B-6, B-8, and B-10 varied. These soils consisted of crushed limestone, mixture of loam and crushed limestone, loamy sand, gravelly loamy sand, and gravelly loamy sand with crushed limestone (A-1-a, A-2-6, A-2-4, A-1-b). Refer to the subsurface boring logs attached in Appendix C for specific information. 5.2 Subsurface Soils/Geology The underlying soils below the soil layer encountered directly beneath the bituminous pavement consisted of predominantly fill and till soils at each boring location. The soils encountered in the roadway borings were classified as loam, clay loam, plastic sandy loam, and loamy sand (A-6, A- 2-4). The soils encountered in the trail borings were classified as mostly as loam and clay loam (A-6). Slightly organic loam was encountered at B-10 (A-6). Refer to the subsurface boring logs attached in Appendix C for specific information. 5.3 Ground Water Groundwater was not observed in any of the boring locations within the sampled depth, however the lack of a water level does not indicate that groundwater does not exist within this depth. In general, the soils at the sites consist of sandy soils that should drain moderately well. Groundwater levels will fluctuate due to varying seasonal and annual rainfall and snow melt amounts and other factors. 5.4 Review of Soil Properties 5.4.1 Strength/Stability High strength/stability is needed from the upper portion of the subgrade to resist yielding from wheel loads. Although load intensity dissipates with depth, the more critical portion requiring high strength for wheel load resistance is normally considered the upper three feet of the subgrade (defined as critical subgrade zone in this report). Soils encountered within mostly the upper two feet of the roadway borings were generally non- cohesive; therefore, provided the soils are well compacted, good stability can be expected. Soils encountered within the deeper portion of the subgrade were silty/clayey soils, which can become unstable with construction traffic when wet. The borings only represent the conditions encountered at a single point and varying subgrade conditions may be encountered at the time of construction. We recommend stability along the roadway be evaluated as the subgrade soils are exposed. Beneath pavement areas, a test roll of the subgrade soils can provide an evaluation of the near-surface stability during construction. 361 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 8 of 15 5.4.2 Drainage and Frost Susceptibility The loamy sand materials (A-2-4) soils possess fair drainage characteristics, and the loam (A-6) have poor drainage and are more frost susceptible. In general, the non-cohesive soils encountered in the critical subgrade zone are considered to have low to moderate frost susceptibility. The silty or clayey subgrade soils encountered in the deeper subgrade are considered highly frost susceptible and are slow draining materials. This results in increased periods of upper subgrade saturation, which leads to increased detrimental frost effects (heaving and thaw weakening). 6.0 DISCUSSION – LAKE LUCY ROAD We understand the City is considering different pavement rehabilitation methods on this segment of Lake Lucy Road. Some of the rehabilitation options include full depth reclamation (FDR), stabilized full depth reclamation (SFDR), mill and overlay, resurfacing, Texas underseal, and full reconstruction. The City provided the current estimated Pavement Condition Index (PCI) ratings based on their pavement management system projections for the roadway, indicating the ride quality to be in the “Good” range. The condition of the cores also appear to be good to very good, with very little stripping except at the very bottom of the cores. However, the age of the pavement is approaching 23 to 25 years. Based upon our review of the pavement condition and thickness, pavement cores, and soil borings, we are presenting alternatives for you to consider based upon your budgetary constraints and pavement improvement goals. For definitions related to pavement construction and referenced in the following sections, please see the attached standard sheet entitled “Definitions Relating to Pavement Construction.” We have also included the standard sheets entitled “Bituminous Pavement Subgrade Preparation and Design” and “Bituminous Overlay Milling and Preparation.” 6.1 R-Value Estimate Based on the differences between the two segments identified on Lake Lucy Road, Table 5-3.3(a) within the MnDOT Pavement Manual (July 2007), and on our experience, we estimate the limiting A-6 soils on the western segment have a design R-value of 12 and the limiting A-2-4 soils on the eastern segment have a design R-value of 30. These values are only an estimate. If the actual R- value is required, additional subgrade soil samples can be obtained and laboratory testing can be performed to determine the R-value. 362 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 9 of 15 6.2 Pavement Design Using the published traffic data and MnDOT’s “State Aid 10-ton ESAL Traffic Forecast Calculator,” we estimate the 20-Year Flexible ESALs to be 343,000. We used MnDOT’s FlexPave program dated 4/30/2018 to evaluate the following pavement designs. From the design, using an R-value of 12, the Granular Equivalent (GE) needed to support the traffic loads is 24.75; using an R-value of 30, the GE is 15.31. Please refer to the attached design sheets. 6.3 Full Reconstruction – TH 41 to CR 117 The reconstruction approach will provide the best long-term pavement performance, rebuilding the pavement and subgrade of the existing road. With reconstruction, the intent is to improve the subgrade conditions as needed to provide proper strength and proper frost/drainage properties. Care should be taken to remove and correct for soils that are silty or clayey, which are considered highly frost susceptible and are slow draining materials. 6.3.1 Subgrade Preparation Bituminous pavement and aggregate base should be removed from existing pavement areas. Pavement recycling for this project could be performed by milling and removing the existing bituminous surfaces and then removing the existing aggregate base for blending outside the existing roadbed to create a recycled aggregate base material. Alternatively, the existing section appears appropriate for crushing and blending both the bituminous and aggregate base layer in- place with the intent of creating a recycled aggregate base. The final subgrade should have proper stability within the critical subgrade zone. Where granular soils are exposed (i.e., sands to silty sands), we recommend applying surface compaction. This compaction should take place with at least 4 passes of a self-propelled vibratory roller compactor having a drum diameter of at least 3 feet. Overall stability should be evaluated during the compaction process (deflection judgments by an AET geotechnical/pavement engineer). Instability will likely be a result of wetter clayey/silty soils beneath the exposed sandy soils. If clayey soils are exposed, stability should be evaluated using the test roll procedure. Where unstable soils are found, these soils should be improved by means of scarification, drying, and recompaction; or by subcutting and replacement. We recommend the final soils remaining in place can pass a test roll prior to placing the aggregate base. 6.3.2 Pavement Section Table 6.3.2 below shows our recommended pavement section based on the assumed traffic information, the subsurface conditions, and a “20-year” pavement life. 363 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 10 of 15 Table 6.3.2 – Full Reconstruction Pavement Design Layer MnDOT Material Type (Spec.) Lake Lucy Road TH 41 to CR 117 GE Bituminous Wear SPWEA340C (PG58H-34) 3.0” 6.75 Bituminous Non-Wear SPNWA330B (PG58S-28) 2.0” 4.50 Aggregate Base Class 5, 5Q, or 6 (3138) 7.0” 7.00 Subbase Select Granular (3149) 12.0” 6.00 Subgrade Preparation 2112 - - Total GE 24.25 Required GE 24.75 Use of recycled asphalt pavement (RAP) in the bituminous mix is a cost saving measure that is often suggested. If used, we recommend a maximum of 20% RAP with the mixes presented above; however, there will be a higher probability of pavement thermal cracking when RAP is used. In addition, we recommend limiting RAP within the upper wear course to a maximum of 10% to reduce cracking. If different bituminous mixes are utilized, a lower percentage of RAP may be needed. 6.3.3 Aggregate Base and Select Granular New aggregate base placed for pavement support should meet the gradation and quality requirements for Class 5, 5Q, or 6 per MnDOT Spec. 3138. Any bituminous millings placed on the roadway as aggregate base should meet the requirements of MnDOT Spec. 3135 Modified Aggregate Bases. Aggregate base placement and compaction should be performed according to MnDOT Spec. 2211. All aggregate base material (including existing, imported, or reclaimed) should be tested for compaction using the Penetration Index Method per MnDOT Spec. 2211.3.D.2.c. Select granular material should meet the requirements of MnDOT Spec. 3149. 6.4 Stabilized Full Depth Reclamation A stabilized full depth reclamation (SFDR) involves pre-grinding the existing bituminous pavement and underlying base material to create a recycled aggregate base. A portion of this material is then removed to control grade, and the remaining material is stabilized. This option will completely remove all the pavement distresses and can be designed for a ’20-year’ life. Our recommendation to perform a stabilized full depth reclamation consists of reclaiming the upper 12 inches of pavement, regrading and removing approximately 6 inches, stabilizing the lower 6 inches, and then paving back 6 inches of new bituminous pavement. The resulting section provided is shown in Table 6.4 and meets the minimum GE for a ’20-year’ design life. 364 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 11 of 15 Table 6.4 – SFDR Pavement Design – TH 41 to CR 117 Layer MnDOT Material Type (Spec.) Lake Lucy Road TH 41 to CR 117 GE Bituminous Wear SPWEA340C (PG58H-34) 3.0” 6.75 Bituminous Non-Wear SPNWEA330C (PG58S-28) 3.0” 6.75 SFDR 2215 6” 9.0 Existing Base Existing* 3” 2.25 Total GE 24.75 Required GE 24.75 *The remaining existing aggregate base is treated as only contributing 0.75” of GE due to the varying properties encountered in the soil borings. 6.4.1 SFDR – Eastern Segment Only As an alternative, we present the option to perform a stabilized full depth reclamation on the eastern segment of Lake Lucy Road (~350 feet east of Brenden Court to CR 117), which consists of reclaiming the upper 10 inches of pavement, regrading and removing approximately 4 inches, stabilizing the lower 6 inches, and then paving back 4 inches of new bituminous pavement. The resulting section provided is shown in Table 6.4.1 and meets the minimum GE for a ’20-year’ design life. Table 6.4.1 – SFDR Pavement Design – Eastern Segment Only Layer MnDOT Material Type (Spec.) Lake Lucy Road ~350 E of Brenden Ct to CR 117 GE Bituminous Wear SPWEA340C (PG58H-34) 2” 4.50 Bituminous Non-Wear SPNWEA330C (PG58S-28) 2” 4.50 SFDR 2215 6” 9.0 Existing Base Existing* 3” 2.25 Total GE 20.25 Required GE 15.31 *The remaining existing aggregate base is treated as only contributing 0.75” of GE due to the varying properties encountered in the soil borings. 6.5 Mill and Overlay A mill and overlay removes the upper portion of the existing bituminous, but leaves the lower portion in place; hence, improvements to the base and subgrade layers are not possible. This approach requires a sufficient bituminous layer such that enough bituminous remains to prevent the paving equipment from breaking through into the base layer. This remaining bituminous 365 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 12 of 15 thickness is typically considered to be at least 1½ inches; however, the required thickness also depends on the bituminous condition, as stripped or severely deteriorated bituminous pavement is not suitable. With the mill-and-overlay approach, cracks from the existing pavement will reappear in the new surface layer after a short time (reflective cracking). This approach would be beneficial for the western portion of the project. With this approach, we recommend performing a mill-and-overlay to a depth of 2.5 inches using SPWEA340B. The extended life of the pavement will vary based upon the existing condition and on the amount of pre-overlay crack repair and post-overlay maintenance. The milled surfaced should be prepared according to MnDOT Spec. 2231 Bituminous Surface Reconditioning prior to the overlay. 6.6 Texas Underseal Texas underseals are applied to milled pavement prior to the bituminous overlay. These underseals act as an impervious membrane to help prevent the presence of excess moisture and may help delay or reduce reflective cracking in mill and overlays. Texas underseals do not contribute to the required GE, however they have been shown to extend the life of the pavement. If used, the underseal should meet MnDOT specification 2356 and be applied to the milled surface immediately prior to the overlay. 6.7 Pavement Maintenance Regardless of the improvement approach selected, all bituminous pavements require on-going maintenance to reach their design life. Even if placed and compacted properly over stable subgrade conditions, bituminous pavements typically experience cracking in 1 to 3 years, primarily due to temperature-related expansion and shrinkage. We recommend that a regularly scheduled maintenance program consisting of patching of cracks and local distressed areas be implemented. Seal coating of the pavement surface after 3 to 5 years also helps prolong the pavement life. 7.0 DISCUSSION – LAKE LUCY TRAIL Each of the pavement cores obtained from the trail adjacent to Lake Lucy Road exhibited stripping, most exhibiting moderate to severe stripping, and the overall condition is poor. Three of the soil borings (B-2, B-8, and B-10) indicated base-like soils, with only soil borings B-8 and B-10 exceeding the 4-inch minimum for an aggregate base layer. Due to the poor condition of the bituminous and the thin or lack of an aggregate base layer, we recommend full reconstruction of the trail. 366 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 13 of 15 7.1 Full Reconstruction- Trail 7.1.1 Subgrade Preparation Bituminous pavement and aggregate base should be removed from existing pavement areas and the final subgrade should have proper stability. Where granular soils are exposed (i.e., sands to silty sands), we recommend applying surface compaction and the overall stability should be evaluated during the compaction process (deflection judgments by an AET geotechnical/pavement engineer). Instability will likely be a result of wetter clayey/silty soils beneath the exposed sandy soils. Clayey soils (A-6) were encountered at each of the soil boring locations and will likely be exposed during construction. If clayey soils are exposed, stability should be evaluated using the test roll procedure. Where unstable soils are found, these soils should be improved by means of scarification, drying, and recompaction; or by subcutting and replacement. We recommend the final soils remaining in place can pass a test roll prior to placing the aggregate base. 7.1.2 Pavement Section Table 7.1.2 below shows our recommended pavement section based on the MnDOT Bikeway Facility Design Manual (March 2007) and design elements published on MnDOT’s website for State Aid bikeway guidelines. Table 7.1.2 – Full Reconstruction Pavement Design- Trail Layer MnDOT Material Type (Spec.) Lake Lucy Road-Trail TH 41 to CR 117 Bituminous Wear (2360) SPWEA240B 2.5” Aggregate Base Class 5 (3138) 4.0” Subgrade Preparation Per this report 7.1.3 Class 5 Aggregate Base New aggregate base placed for pavement support should meet the gradation and quality requirements for Class 5 per MnDOT Spec. 3138. Aggregate base placement and compaction should be performed according to MnDOT Spec. 2211. All aggregate base material (including existing, imported, or reclaimed) should be tested for compaction using the Penetration Index Method per MnDOT Spec. 2211.3.D.2.c. 7.2 Overlay - Trail Based on the exiting bituminous condition (moderate to severe stripping), an overlay will only temporarily remove existing surface cracks and deformities. The cracks from the existing 367 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 14 of 15 pavement will reappear in the new surface layer after a short time (reflective cracking). It is recommended that if this approach is used, all existing surface distresses (cracking, depressions, potholes) are patched and/or sealed prior to placing the overlay. With this approach, we recommend a 1.5-inch overlay using SPWEA240B. Based upon the existing condition, we anticipate this will extend the life of the pavement approximately 5 to 8 years depending on maintenance. The surface should be prepared according to MnDOT Spec. 2231 Bituminous Surface Reconditioning prior to the overlay. 8.0 CONSTRUCTION CONSIDERATIONS 8.1 Potential Difficulties 8.1.1 Water in Excavation Groundwater was not measured in any of our borings during the time of drilling; however, water may collect in the excavation bottoms during times of inclement weather or snow melt. To allow observation of the excavation bottom, and to reduce the potential for soil disturbance we recommend that all free-standing water within the excavations be removed prior to fill placement. 8.1.2 Wet or Dry Soils The on-site materials may be wetter or drier of the “optimum” condition, making proper compaction of those materials difficult unless they are mechanically moisture conditioned to near the standard optimum water content. 8.1.3 Disturbance of Soils The on-site soils can become disturbed under construction traffic, especially if the soils are wet. If soils become disturbed, they should be subcut to the underlying undisturbed soils. The subcut soils can then be dried and recompacted back into place, or they should be removed and replaced with drier imported fill. 8.2 Observation and Testing The recommendations in this report are based on the subsurface conditions found at our test boring locations. Since subsurface conditions have the potential to vary greatly from our borings, we highly recommend an AET geotechnical engineer/technician provide observations to evaluate these potential changes. Materials testing should also be performed to document that project specifications have been satisfied. 368 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 15 of 15 9.0 LIMITATIONS Within the limitations of scope, budget, and schedule, we have endeavored to provide our services according to generally accepted geotechnical engineering practices at this time and location. Other than this, no warranty, either express or implied, is intended. Important information regarding risk management and proper use of this report is given in Appendix D entitled “Geotechnical Report Limitations and Guidelines for Use”. 369 AMERICAN ENGINEERING Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN December 20, 2019 Report No. 28-20260 TESTING, INC. Design Sheets State Aid 10-Ton ESAL Traffic Forecast Calculator MnDOT FlexPave Design Sheet - Full Reconstruction MnDOT FlexPave Design Sheet - SFDR Section 370 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) 2020 Number of Lanes (total both directions)2 = typical 2 lane Current AADT 2,600 Urban or Rural Urban Historical AADT (enter a minimum of two years)Year AADT        Enter oldest traffic data here 2011 2,100        Enter second oldest traffic data here 2013 2,150        Enter third oldest traffic data here 2015 2,300        Enter fourth oldest traffic data here Base Year AADT 2020 2,530 20‐Year AADT 2040 3,530 35‐Year AADT 2055 4,280 Growth Rate Vehicle Class % Flexible Rigid 2AX‐6TIRE SU 1.39% 0.25 0.24 3AX+SU 0.07% 0.58 0.85 3AX TST 0.10% 0.39 0.37 4AX TST 0.20% 0.51 0.53 5AX+TST 1.53% 1.13 1.89 TR TR, BUSES 0.66% 0.57 0.74 TWIN TRAILERS 0.00% 2.40 2.33 Total 3.95% NA NA 20‐Year Flexible Forecast (10 Ton) = 343,000 20‐Year Rigid Forecast (10 Ton) = 510,000 35‐Year Flexible Forecast (10 Ton) = 661,000 35‐Year Rigid Forecast (10 Ton) = 983,000 Revised: 4/16/2018 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. 12‐16‐2019 M.Fiegen Chanhassen Vehicle Type ESAL Factors 1.98% Lake Lucy Road 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. 371 Ver. 1.1 For Bituminous Pavement With Aggregate Base Project Number 343,000 12.0 Designer Date 7.00 5.15 24.75 Thickness (in) GE Layer GE (2360) Wearing Course 3.50 2.25 7.88 (2360) Non-wearing Course 0.00 2.25 0.00 Bituminous Total 3.50 2.25 7.88 Thickness (in) GE Layer GE Class 5, 5Q or 6 5.15 1.00 5.15 Class 3 or 4 12.00 0.75 9.00 Select Granular 5.45 0.50 2.73 Total 26.10 Total 24.75 Required*12.50 Required 24.75 New Bituminous Thickness (in) GE Layer GE Wearing Course 1 3.0 2.25 6.75 Non-wearing Course 1 2.0 2.25 4.50 New Bituminous Total 5.0 11.25 Left In-place Bituminous *1 Thickness (in) GE Layer GE In-Place Bituminous 6 0.00 0.00 Condition *2 2 Class Thickness (in) GE Layer GE Aggregate Layer 1 11 7.0 1.00 7.00 Aggregate Layer 2 13 12.0 0.50 6.00 Aggregate Layer 3 15 0.00 0.00 Select Granular 0.50 0.00 Aggregate Total 19.0 13.00 Total 24.00 Total 24.25 Required 12.50 Required 24.75 Total Thickness: GOOD Total GE: GOOD Bituminous Thickness: GOOD Total Aggregate Base Thickness: GOOD MSAS 101; Lake Lucy Road AET 28-20260 12/16/2019 Inputs Aggregate Base Sub Base Calculated Pavement Thickness to Meet GE Requirement Min. Agg. Base (GE) = 20 Yr Design Lane BESALs = GE Values from R-Value Chart Flexible Pavement Design, R-Value Method Minimum Bit (GE) = Proposed Pavement Thickness Design R-value = Total Required GE = Last Edited 4/30/18 Messages 372 Ver. 1.1 For Bituminous Pavement With Aggregate Base Project Number 343,000 12.0 Designer Date 7.00 5.15 24.75 Thickness (in) GE Layer GE (2360) Wearing Course 3.50 2.25 7.88 (2360) Non-wearing Course 0.00 2.25 0.00 Bituminous Total 3.50 2.25 7.88 Thickness (in) GE Layer GE Class 5, 5Q or 6 5.15 1.00 5.15 Class 3 or 4 12.00 0.75 9.00 Select Granular 5.45 0.50 2.73 Total 26.10 Total 24.75 Required*12.50 Required 24.75 New Bituminous Thickness (in) GE Layer GE Wearing Course 1 3.0 2.25 6.75 Non-wearing Course 1 3.0 2.25 6.75 New Bituminous Total 6.0 13.50 Left In-place Bituminous *1 Thickness (in) GE Layer GE In-Place Bituminous 6 0.00 0.00 Condition *2 2 Class Thickness (in) GE Layer GE Aggregate Layer 1 4 6.0 1.50 9.00 Aggregate Layer 2 12 3.0 0.75 2.25 Aggregate Layer 3 15 0.00 0.00 Select Granular 0.50 0.00 Aggregate Total 9.0 11.25 Total 15.00 Total 24.75 Required 12.50 Required 24.75 Total Thickness: GOOD Total GE: GOOD Bituminous Thickness: GOOD Total Aggregate Base Thickness: GOOD Flexible Pavement Design, R-Value Method Minimum Bit (GE) = Proposed Pavement Thickness Design R-value = Total Required GE = Last Edited 4/30/18 Messages MSAS 101; Lake Lucy Road AET 28-20260 12/16/2019 Inputs Aggregate Base Sub Base Calculated Pavement Thickness to Meet GE Requirement Min. Agg. Base (GE) = 20 Yr Design Lane BESALs = GE Values from R-Value Chart 373 Ver. 1.1 For Bituminous Pavement With Aggregate Base Project Number 343,000 30.0 Designer Date 7.00 5.15 15.31 Thickness (in)GE Layer GE (2360) Wearing Course 3.50 2.25 7.88 (2360) Non-wearing Course 0.00 2.25 0.00 Bituminous Total 3.50 2.25 7.88 Thickness (in)GE Layer GE Class 5, 5Q or 6 5.15 1.00 5.15 Class 3 or 4 3.05 0.75 2.29 Select Granular 0.00 0.50 0.00 Total 11.70 Total 15.31 Required*12.50 Required 15.31 New Bituminous Thickness (in)GE Layer GE Wearing Course 1 2.0 2.25 4.50 Non-wearing Course 1 2.0 2.25 4.50 New Bituminous Total 4.0 9.00 Left In-place Bituminous *1 Thickness (in)GE Layer GE In-Place Bituminous 6 0.00 0.00 Condition *2 2 Class Thickness (in)GE Layer GE Aggregate Layer 1 4 6.0 1.50 9.00 Aggregate Layer 2 12 3.0 0.75 2.25 Aggregate Layer 3 15 0.00 0.00 Select Granular 0.50 0.00 Aggregate Total 9.0 11.25 Total 13.00 Total 20.25 Required 12.50 Required 15.31 Total Thickness: GOOD Total GE: GOOD Bituminous Thickness: GOOD Total Aggregate Base Thickness: GOOD MSAS 101; Lake Lucy Road (EAST) AET 28-20260 12/19/2019 Inputs Aggregate Base Sub Base Calculated Pavement Thickness to Meet GE Requirement Min. Agg. Base (GE) = 20 Yr Design Lane BESALs = GE Values from R-Value Chart Flexible Pavement Design, R-Value Method Minimum Bit (GE) = Proposed Pavement Thickness Design R-value = Total Required GE = Last Edited 4/30/18 Messages 374 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Standard Sheets Definitions Relating to Pavement Construction Bituminous Pavement Subgrade Preparation and Design Bituminous Overlay Milling and Preparation 375 01REP019 (12/08) AMERICAN ENGINEERING TESTING, INC. DEFINITIONS RELATING TO PAVEMENT CONSTRUCTION TOP OF SUBGRADE Grade which contacts the bottom of the aggregate base layer. SAND SUBBASE Uniform thickness sand layer placed as the top of subgrade which is intended to improve the frost and drainage characteristics of the pavement system by better draining excess water in the base/subbase, by reducing and “bridging” frost heaving and by reducing spring thaw weakening effects. CRITICAL SUBGRADE ZONE The subgrade portion beneath and within three vertical feet of the top of subgrade. A sand subbase, if placed, would be considered the upper portion of the critical subgrade zone. GRANULAR BORROW Soils meeting Mn/DOT Specification 3149.2B1. This refers to granular soils which, of the portion passing the 1" sieve, contain less than 20% by weight passing the #200 sieve. SELECT GRANULAR BORROW Soils meeting Mn/DOT Specification 3149.2B2. This refers to granular soils which, of the portion passing the 1" sieve, contain less than 12% by weight passing the #200 sieve. MODIFIED SELECT GRANULAR BORROW Clean, medium grained sands which, of the portion passing the 1" sieve, contain less than 5% by weight passing the #200 sieve and less than 40% by weight passing the #40 sieve. GEOTEXTILE STABILIZATION FABRIC Geotextile meeting Type V requirements defined in Mn/DOT Specification 3733. When using fabric, installation should also meet the requirements outlined in Mn/DOT Specification 3733. COMPACTION SUBCUT Construction of a uniform thickness subcut below a designated grade to provide uniformity and compaction within the subcut zone. Replacement fill can be the materials subcut, although the reused soils should be blended to a uniform soil condition and recompacted per the Specified Density Method (Mn/DOT Specification 2105.3F1). TEST ROLL A means of evaluating the near-surface stability of subgrade soils (usually non-granular). Suitability is determined by the depth of rutting or deflection caused by passage of heavy rubber-tired construction equipment, such as a loaded dump truck, over the test area. Yielding of less than 1" is normally considered acceptable, although engineering judgment may be applied depending on equipment used, soil conditions present, and/or pavement performance expectations. UNSTABLE SOILS Subgrade soils which do not pass a test roll. Unstable soils typically have water content exceeding the “standard optimum water content” defined in ASTM: D698 (Standard Proctor test). ORGANIC SOILS Soils which have sufficient organic content such that engineering properties/stability are affected. These soils are usually black to dark brown in color. 376 01REP016 (12/08) AMERICAN ENGINEERING TESTING, INC. BITUMINOUS PAVEMENT SUBGRADE PREPARATION AND DESIGN GENERAL Bituminous pavements are considered layered “flexible" systems. Dynamic wheel loads transmit high local stresses through the bituminous/base onto the subgrade. Because of this, the upper portion of the subgrade requires high strength/stability to reduce deflection and fatigue of the bituminous/base system. The wheel load intensity dissipates through the subgrade such that the high level of soil stability is usually not needed below about 2 feet to 4 feet (depending on the anticipated traffic and underlying soil conditions). This is the primary reason for specifying a higher level of compaction within the upper subgrade zone versus the lower portion. Moderate compaction is usually desired below the upper critical zone, primarily to avoid settlements/sags of the roadway. However, if the soils present below the upper 3 feet subgrade zone are unstable, attempts to properly compact the upper 3 feet zone to the 100% level may be difficult or not possible. Therefore, control of moisture just below the 3 feet level may be needed to provide a non-yielding base upon which to compact the upper subgrade soils. Long-term pavement performance is dependent on the soil subgrade drainage and frost characteristics. Poor to moderate draining soils tend to be susceptible to frost heave and subsequent weakening upon thaw. This condition can result in irregular frost movements and “popouts,” as well as an accelerated softening of the subgrade. Frost problems become more pronounced when the subgrade is layered with soils of varying permeability. In this situation, the free-draining soils provide a pathway and reservoir for water infiltration which exaggerates the movements. The placement of a well drained sand subbase layer as the top of subgrade can minimize trapped water, smooth frost movements and significantly reduce subgrade softening. In wet, layered and/or poor drainage situations, the long-term performance gain should be significant. If a sand subbase is placed, we recommend it be a “Select Granular Borrow” which meets Mn/DOT Specification 3149.2B2. PREPARATION Subgrade preparation should include stripping surficial vegetation and organic soils; where the exposed soils are within the upper “critical” subgrade zone (generally 22 Ν deep for "auto only" areas and 3 feet deep for “heavy duty” areas), they should be evaluated for stability. Excavation equipment may make such areas obvious due to deflection and rutting patterns. Final evaluation of soils within the critical subgrade zone should be done by test rolling with heavy rubber-tired construction equipment, such as a loaded dump truck. Soils which rut or deflect 1" or more under the test roll should be corrected by either subcutting or replacement; or by scarification, drying, and recompaction. Reworked soils and new fill should be compacted per the “Specified Density Method” outlined in Mn/DOT Specification 2105.3F1 (a minimum of 100% of Standard Proctor density in the upper 3 feet subgrade zone, and a minimum of 95% below this). Subgrade preparation scheduling can be an important consideration. Fall and Spring seasons usually have unfavorable weather for soil drying. Stabilizing non-sand subgrades during these seasons may be difficult, and attempts often result in compromising the pavement quality. Where construction scheduling requires subgrade preparation during these times, the use of a sand subbase becomes even more beneficial for constructability reasons. SUBGRADE DRAINAGE If a sand subbase layer is used, it should be provided with a means of subsurface drainage to prevent water build-up. This can be in the form of draintile lines which dispose into storm sewer systems, or outlets into ditches. Where sand subbase layers include sufficient sloping and water can migrate to lower areas, draintile lines can be limited to finger drains at the catch basins. Even if a sand layer is not placed, strategically placed draintile lines can aid in improving pavement performance. This would be most important in areas where adjacent non-paved areas slope towards the pavement. Perimeter edge drains can aid in intercepting water which may infiltrate below the pavement. 377 Page 1 of 2 01REP020 (07/08) AMERICAN ENGINEERING TESTING, INC. BITUMINOUS OVERLAY MILLING AND PREPARATION COLD MILLING OPERATION Cold milling is generally conducted longitudinally along the pavement profile. The forward speed of the machine, rotational velocity of the rotating drum, spacing of the carbide bits, and grade control of the cutting head should be closely controlled to produce a uniform texture throughout the project. The longitudinal profile should be held as close as practical to the same tolerance as new construction, since the milled profile will have a significant impact upon the ride of the overlaid pavement, especially when only a single lift of overlay is placed. Normally, the recommended milling depth corresponds to the lift thickness of the original pavement. It is best to remove the entire layer as the bottom of the lift is typically where bonding and stripping issues occur. The depth of milling may require adjustment in the field to ensure that a full layer is removed and that portions of a layer are not left bonded to the underlying surface. Additionally, if there is a large amount of stripping present, the milling depth should be sufficiently deep to remove the stripped areas. This depth is typically determined by coring adjacent to cracks and looking at both the layer thickness and any evidence of stripping. The milling depth can be adjusted to remove areas with significant stripping present, or if the stripping is limited only to a few transverse cracks, a smaller milling machine can be brought in the remove additional material in these areas. Patching can be performed after the milling operation for cases where a minimal amount of stripping is present or in the areas where cracks are milled deeper than the remaining roadway. Please note that the milling depth should also take into consideration the original pavement depth that will remain after the milling operation. It is likely that the milling machine will break through the underlying pavement if there will be less than 1.5 inches of the original pavement remaining, thereby causing problems with the milling operation and overlay. PRE-OVERLAY PREPARATION It is recommended that a tack coat is applied between all bituminous layers and prior to placing any bituminous mixtures on the milled surface. The bituminous tack coat material should be applied at a uniform rate of 0.03 to 0.05 gal/yd2 between bituminous layers and 0.07 to 0.10 gal/yd2 on the milled bituminous surface prior to being overlaid. The application rates are for undiluted emulsions (as supplied from the refinery) or MC and RC liquid asphalts. The asphalt emulsion may be further diluted in the field in accordance with Mn/DOT Spec. 2357. Prior to overlaying, it is recommended that deteriorated cracks and wheel-path areas are air blasted and power swept to remove loose material. Air blasting should be completed with high pressure (minimum of 100 psi) equipment. Removal of material at some deteriorated locations may require the use of a small milling machine or handwork, in addition to the high pressure air blasting. Regardless of the patch depth, it is important to remove the entire existing deteriorated pavement. Depressions resulting after air blasting, sweeping, or milling operations that are greater than 1.5 inches in depth and width should be filled with a Bituminous Patching Mixture meeting Mn/DOT Spec. 2231 and compacted with a small vibratory or pneumatic roller. Depressions equal to or less than 1.5 inches in depth and width can be filled with the bituminous wear course mixture. Consideration should be given to allow traffic to drive over deteriorated joints/cracks, after backfilling (if there are a large number of these distressed locations) with the recommended bituminous mixtures and proper compaction, for a period of seven days prior to placement of the wear course mixture. The proposed seven-day delay period will permit traffic to apply additional compaction to the joint/crack backfill. If further compaction is not deemed necessary, then patching of depressions greater than 1.5 inches in depth and width can be completed ahead of the paver and compacted with a small vibratory or pneumatic roller. As previously stated, the smaller depressions will be filled in by the wearing course paving operations. If the pavement surface, after milling, is lower than the adjacent shoulders, the contractor (as directed by the Engineer), should construct outlet trenches and take other measures necessary to provide adequate surface drainage for the milled areas. It is recommended that a notch at least 1 inch deep be milled to allow the placement of 1 inch minimum bituminous wearing course at the ends of transitions. 378 Page 2 of 2 01REP020 (07/08) AMERICAN ENGINEERING TESTING, INC. BITUMINOUS OVERLAY MILLING AND PREPARTION Please note that as this will be a bonded overlay (i.e., bonded to the milled surface), the amount of pre-overlay repair that must be performed on an existing pavement is critical to the performance of the overlay. Similarly, reflection crack control measures must be applied to these overlays, such as the selection of bituminous mixture and PG binder type. Depending upon the frequency of existing transverse cracks it may be prudent to select a bituminous mixture and PG binder that will crack at the existing frequency but be more resistant to degradation from environmental effects such as moisture. Other considerations include subdrainage, traffic, pavement widening, and shoulders. As a general rule, all the distress types in an existing pavement that are likely to affect the performance of an overlay within a few years should be repaired. The designer should also consider the tradeoffs between pre-overlay repair and the thickness and type of overlay selected. For instance, if the existing pavement is severely deteriorated, an overlay type that is less sensitive to existing pavement conditions may be more cost effective without extensive pre-overlay repair. BITUMINOUS PLACEMENT The bituminous mixture should meet the most current Mn/DOT Spec. 2360 (Plant-Mixed Asphalt Pavement: Combined 2360/2360 Gyratory/Marshall Design Specification) requirements. Compaction of all bituminous mixtures should be by the “Maximum Density Method”. 379 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Page 2 of 15 Appendix A Ground Penetrating Radar Field Exploration and Testing GPR Data Analysis Results Figure 1. GPR Testing Route 380 Appendix A Ground Penetrating Radar Field Exploration and Testing Report No. 28-20260 Appendix A - Page 1 of 3 AMERICAN ENGINEERING TESTING, INC. A.1 FIELD EXPLORATION The pavement structural conditions at the site were evaluated nondestructively using Ground Penetrating Radar (GPR). The description of the equipment precedes the GPR Data and Analysis Results in this appendix. A.2 EQUIPMENT DESCRIPTION A.2.1 GSSI GPR Test System The GPR test system owned by AET is a GSSI Roadscan System that consists of a bumper-mounted, 2 GHz air-coupled antenna and a SIR-20 control and data acquisition processor, featuring dual channels. The GPR processor, including a SIR-20 data acquisition system, wheel-mounted DMI (Distance Measuring Instrument), and a tough book with the SIR-20 Field Program constitutes the newest, most sophisticated GSSI Test System, which fulfills or exceeds all requirements to meet ASTM-4748, ASTM D-6087 Standards. Figure C1 provides a view of this equipment. Figure A1 GSSI 2 GHz air-coupled GPR Test System The GPR antenna emits a high frequency electromagnetic wave into the material under investigation. The reflected energy caused by changes in the electromagnetic properties within the material is detected by a receiver antenna and recorded for subsequent analysis. The 2 GHz air-coupled GPR is capable of collecting radar waveforms at more than 100 signals per second, allows for data to be collected at driving speeds along the longitudinal dimension of the pavements or bridge decks with the antennas fixed at the rear or in front of the vehicle. The antenna used for Roadscan is the Horn antenna Model 4105 (2 GHz). The 2 GHz antenna is the current antenna of choice for road survey because it combines excellent resolution with reasonable depth penetration (18-24 inches in pavement materials). The data collection is performed at normal driving speeds (45-55 mph), requiring no lane closures nor causing traffic congestion. At this peed the 2 GHz antenna is capable of collecting data at 1-foot interval (1 scan/foot). The data were collected at a rate of about 1 vertical scans per foot. Each vertical scan consisted of 512 samples and the record length in time of each scan was 12 nanoseconds. Filters used during acquisition were 300 MHz high pass and 5,000 MHz low pass. In a GPR test, the antenna is moved continuously across the test surface and the control unit collects data at a specified distance increment. In this way, the data collection rate is independent of the scan rate. Alternatively, scanning can be performed at a constant rate of time, regardless of the scan distance. Single point scans can be performed as well. Data is reviewed on-screen and in the field to identify reflections and ensure proper data collection parameters. Field testing is performed in accordance with the standard ASTM procedures as described in ASTM D 4695-96, “Standard Guide for General Pavement Deflection Measurements”. A.2.2 System Calibrations Horn antenna processing is used to get the velocity of the radar energy in the material by comparing the reflection strengths (amplitudes) from a pavement layer interface with a perfect reflector (a metal plate). The calibration scan is obtained with the horn antenna placed over a metal plate at the same elevation as a scan obtained over pavement . The same setting for data collection is used for metal plate calibration. Fifteen seconds are need for j umping up and down on the vehicle’s bumper to collect the full range of motion for the vehicle’s shocks . The filename of raw calibration file is recorded. 381 Appendix A Ground Penetrating Radar Field Exploration and Testing Report No. 28-20260 Appendix A - Page 2 of 3 AMERICAN ENGINEERING TESTING, INC. Survey wheel is calibrated by laying out a long distance (> 50 feet) with tape measure. A.2.3 Linear Distance and Spatial Reference System Distance measuring instrument (DMI) is a trailer mounted two phase encoder system. When DMI is connected to the SIR-20 it provides for automatic display and recording distance information in both English and metric units with a 1 foot (0.3 meters) resolution and four percent accuracy when calibrated using provided procedure in the Field Program. Spatial reference system is a Trimble ProXH Global Positioning System (GPS) that consists of fully integrated receiver, antenna and battery unit with Trimble’s new H-Star™ technology to provide subfoot (30 cm) post processed accuracy. The External Patch antenna is added to the ProXH receiver for the position of the loading plate. The External Patch antenna can be conveniently elevated with the optional baseball cap to prevent any signal blockage. A.2.4 Camera Monitoring System A battery operated independent DC-1908E multi-functional digital camera with a SD card is used for easy positioning of the loading plate or of the pavement surface condition at the testing locations. A.3 SAMPLING METHODS At the project level, the testing interval is set at 12 scans per foot in the Outside Wheel Path (OWP) = 2.5 ft ± 0.25 ft (0.76 m ± 0.08 m) for nominal 12 ft (3.7 m) wide lanes at a survey speed of approximately 10 mph. Where a divided roadbed exists, surveys will be taken in both directions if the project will include improvements in both directions. If there is more than one lane in one direction the surveys will be taken in the outer driving lane (truck lane) versus the passing lane of the highway. GPR tests are performed at a constant lateral offset down the test section. When GPR tests are performed on bridge decks, multiple survey lines are followed transversely at 2-foot spacing between survey lines. At the network level, GPR tests on one scan per foot are set to be able to collect data on pavements at driving speeds, without statistically compromising the quality of the data collected. If GPR tests are for the in situ characterization of material GPR data will be collected at two scan per foot at slower driving speeds. A.4 QUALITY CONTROL (QC) AND QUALITY ASSURANCE (QA) Beside the daily metal plate calibration the DMI is also calibrated monthly by driving the vehicle over a known distance to calculate the distance scale factor. The GPR will be monitored in real time in the data collection vehicle to minimize data errors. The GPR units will be identified with a unique number and that number will accompany all data reported from that unit as required in the QC/QA plan. Scheduled preventive maintenance ensures proper equipment operation and helps identify potential problems that can be corrected to avoid poor quality or missing data that results if the equipment malfunctions while on site. The routine and major maintenance procedures established by the LTPP are adopted and any maintenance has been done at the end of the day after the testing is complete and become part of the routine performed at the end of each test/travel day and on days when no other work is scheduled. To insure quality data, the GPR assessments only took place on dry pavement surfaces, and data was collected in each wheel path. A.5 DATA ANALYSIS METHODS A.5.1 Data Editing Field acquisition is seldom so routine that no errors, omissions or data redundancy occur. Data editing encompasses issues such as data re-organization, data file merging, data header or background information updates, repositioning and inclusion of elevation information with the data. A.5.2 Basic Processing Basic data processing addresses some of the fundamental manipulations applied to data to make a more acceptable product for initial interpretation and data evaluation. In most instances this type of processing is already applied in real-time to generate the real-time display. The advantage of post survey processing is that the basic processing can be done more systematically and non-causal operators to remove or enhance certain features can be applied. The Reflection Picking procedure is used to eliminate unwanted noise, detects significant reflections, and records the corresponding time and depth. It uses antenna calibration file data to calculate the radar signal velocity within the pavement. 382 Appendix A Ground Penetrating Radar Field Exploration and Testing Report No. 28-20260 Appendix A - Page 3 of 3 AMERICAN ENGINEERING TESTING, INC. A.5.3 Advance Processing Advanced data processing addresses the types of processing which require a certain amount of operator bias to be applied and which will result in data which are significantly different from the raw information which were input to the processing. A.5.4 Data Interpretation The EZ Tracker Layer Interpretation procedure uses the output from the first step to map structural layers and calculate the corresponding velocities and depths. A.6 TEST LIMITATIONS A.6.1 Test Methods The data derived through the testing program have been used to develop our opinions about the pavement conditions at your site. However, because no testing program can reveal totally what is in the subsurface, conditions between test locations and at other times, may differ from conditions described in this report. The testing we conducted identified pavement conditions only at those points where we measured pavement thicknesses and observed pavement surface conditions. Depending on the sampling methods and sampling frequency, every location may not be tested, and some anomalies which are present in the pavement may not be noted on the testing results. If conditions encountered during construction differ from those indicated by our testing, it may be necessary to alter our conclusions and recommendations, or to modify construction procedures, and the cost of construction may be affected. A.6.2 Test Standards Pavement testing is done in general conformance with the described procedures. Compliance with any other standards referenced within the specified standard is neither inferred nor implied. A.7 SUPPORTING TEST METHODS A.7.1 Falling Weight Deflectometer (FWD) If the pavement layer moduli and subgrade soil strength are desired the deflection data are collected using a Dynatest 8000 FWD Test System that consists of a Dynatest 8002 trailer and a third generation control and data acquisition unit developed in 2003, called the Dynatest Compact15, featuring fifteen (15) deflection channels. The new generation FWD, including a Compact15 System and a standard PC with the FwdWin field Program constitutes the newest, most sophisticated Dynatest FWD Test System, which fulfills or exceeds all requirements to meet ASTM-4694, ASTM D-4695 Standards. The system provides continuous data at pre-set spacing. A.7.2 Soil Boring/Coring Field Exploration If both pavement thicknesses and subgrade soil types and conditions are desired the shallow coring/boring and sampling is used. The limited number of coring/boring is necessary to verify the GPR layer thickness data. A.7.3 Pavement Surface Condition Survey The type and severity of pavement distress influence the deflection response for a pavement. Therefore, GPR operators record any distress located from about 1 ft (0.3 m) in front of vehicle to about 30 ft (9 m) ahead. This information is recorded in the FWD file using the comment line in the field program immediately following the test 383 American Engineering Testing, Inc. 550 Cleveland Avenue North St. Paul, Minnesota 55114 Phone: (651) 659-9001 Fax: (651) 659-1379 Units:inches Project:Date:12/19/19 AET Job No.:28-20260 Test Date:11/20/19 Average CV 15th Min.Average CV 15th Min. Road:Section/Grid:S01 - TOTAL BP 6.7 14%5.7 4.7 6.8 17%5.5 4.5 From:To:TH 41 (Hazeltine Blvd)Base 9.1 13%8.3 7.0 9.4 11%8.9 6.0 GENERAL INFORMATION: GROUND PENETRATING RADAR SUMMARY STATISTICS Lake Lucy Road/Trail Rehabilitation CR 117 (Galpin Blvd) Lake Lucy Road WB EB Layer -18.0 -16.0 -14.0 -12.0 -10.0 -8.0 -6.0 -4.0 -2.0 0.0 0.00 500.00 1000.00 1500.00 2000.00 2500.00 3000.00 3500.00 Depth (in)GPR Mileage Ground Penetrating Radar Pavement Thickness Survey WB BP EB BP WB Base EB Base Pavement Cores B-5 C-12 B-7 C-17 B-9 C-20 B-3 C-8 B-1 C-3 C-22 C-19 C-16 C-15 C-10 C-11C-14 BrendenCourtPavementChangeC-7 C-6 C-5 C-4 C-1 384 American Engineering Testing, Inc. 550 Cleveland Avenue North St. Paul, Minnesota 55114 Phone: (651) 659-9001 Fax: (651) 659-1379 Units:inches Project:Date:12/19/19 AET Job No.:28-20260 Test Date:11/20/19 Average CV 15th Min.Average CV 15th Min. Road:Section/Grid:S02 - EAST BP 6.2 12%5.5 4.7 6.0 13%5.4 4.5 From:To:~350 feet E of Brenden Court Base 9.1 13%8.3 7.0 9.4 11%8.9 6.0 GENERAL INFORMATION: GROUND PENETRATING RADAR Lake Lucy Road/Trail Rehabilitation Lake Lucy Road CR 117 (Galpin Blvd) SUMMARY STATISTICS Layer WB EB -18.0 -16.0 -14.0 -12.0 -10.0 -8.0 -6.0 -4.0 -2.0 0.0 0.00 200.00 400.00 600.00 800.00 1000.00 1200.00 1400.00 1600.00 1800.00 Depth (in)GPR Mileage Ground Penetrating Radar Pavement Thickness Survey WB BP EB BP WB Base EB Base Pavement Cores B-9 C-20 B-7 C-17 B-5 C-12 C-22 C-19 C-16 C-15 C-10C-11C-14 Manchester Drive385 American Engineering Testing, Inc. 550 Cleveland Avenue North St. Paul, Minnesota 55114 Phone: (651) 659-9001 Fax: (651) 659-1379 Units:inches Project:Lake Lucy Road/Trail Rehabilitation Date:12/19/19 AET Job No.:28-20260 Test Date:11/20/19 Average CV 15th Min.Average CV 15th Min. Road:Lake Lucy Road Section/Grid:S03 - WEST BP 7.4 9%6.8 5.0 7.7 10%7.0 4.9 From:~350 feet E of Brenden Court To:TH 41 *Gaps in the WB bituminous pavement were due to the removal of data for the residental semi circle near TH 41. GENERAL INFORMATION: GROUND PENETRATING RADAR SUMMARY STATISTICS Layer WB EB -18.0 -16.0 -14.0 -12.0 -10.0 -8.0 -6.0 -4.0 -2.0 0.0 1910.00 2110.00 2310.00 2510.00 2710.00 2910.00 3110.00 3310.00 3510.00 Depth (in)GPR Mileage Ground Penetrating Radar Pavement Thickness Survey WB BP EB BP WB Base EB Base Pavement Cores B-3 C-8 B-1 C-3 C-7 C-6 C-5 C-4 C-1 BrendenCourt386 387 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Appendix B Pavement Core Log Reports 388 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road WB Lane, Outside Wheel Path Core: C-1 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.882965 Longitude: -93.583542 Core Description: Diameter: 4” Recovered Height: 8.4” Lift 1: 2.2” Lift 2: 2.2” Lift 3: 4.0” Notes: Chip seal present at surface. Minimal stripping throughout core. 389 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Trail Core: C-2 Date Cored: 12/10/19 GPS Coordinates: Latitude: 44.882717 Longitude: -93.582848 Core Description: Diameter: 4” Recovered Height: 3.0” Notes: Moderate to severe stripping throughout core. 390 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road EB Lane, Outside Wheel Path Core: C-3 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.882653 Longitude: -93.582989 Core Description: Diameter: 4” Recovered Height: 8.1” Lift 1: 1.9” Lift 2: 2.3” Lift 3: 3.9” Notes: Chip seal present at surface. Minimal stripping throughout core. 391 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road WB Lane, Inside Wheel Path Core: C-4 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.882287 Longitude: -93.582507 Core Description: Diameter: 4” Recovered Height: 7.2” Lift 1: 1.8” Lift 2: 2.4” Lift 3: 3.0” Notes: Chip seal present at surface. Minimal stripping throughout core. 392 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road EB Lane, Outside Wheel Path Core: C-5 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.881941 Longitude: -93.582106 Core Description: Diameter: 4” Recovered Height: 7.8” Lift 1: 1.9” Lift 2: 2.2” Lift 3: 3.7” Notes: Chip seal present at surface. Minimal stripping throughout core. 393 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road WB Lane, Outside Wheel Path Core: C-6 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.881796 Longitude: -93.581092 Core Description: Diameter: 4” Recovered Height: 7.0” Lift 1: 1.6” Lift 2: 2.1” Lift 3: 3.3” Notes: Chip seal present at surface. Moderate stripping in lower lift, minimal stripping in upper lifts. 394 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road EB Lane, Inside Wheel Path Core: C-7 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.881924 Longitude: -93.580339 Core Description: Diameter: 4” Recovered Height: 7.4” Lift 1: 1.5” Lift 2: 2.2” Lift 3: 3.7” Notes: Chip seal present at surface. Moderate stripping in upper lift, minimal stripping in lower lifts. 395 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road WB Lane, Outside Wheel Path Core: C-8 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.882259 Longitude: -93.579844 Core Description: Diameter: 4” Recovered Height: 8.3” Lift 1: 2.5” Lift 2: 2.0” Lift 3: 3.8” Notes: Chip seal present at surface. Minimal stripping throughout core. 396 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Trail Core: C-9 Date Cored: 12/10/19 GPS Coordinates: Latitude: 44.882299 Longitude: -93.579855 Core Description: Diameter: 4” Recovered Height: 3.0” Notes: Moderate to severe stripping throughout core. 397 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road EB Lane, Outside Wheel Path Core: C-10 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.882720 Longitude: -93.578479 Core Description: Diameter: 4” Recovered Height: 6.8” Lift 1: 2.4” Lift 2: 2.0” Lift 3: 2.4” Notes: Chip seal present at surface. Minimal stripping throughout core. 398 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road WB Lane, Inside Wheel Path Core: C-11 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.883030 Longitude: -93.577477 Core Description: Diameter: 4” Recovered Height: 6.3” Lift 1: 2.2” Lift 2: 1.7” Lift 3: 2.4” Notes: Chip seal present at surface. Minimal stripping in upper lift, generally solid in lower lifts. Metal pieces encountered throughout core. 399 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road EB Lane, Outside Wheel Path Core: C-12 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.882879 Longitude: -93.576572 Core Description: Diameter: 4” Recovered Height: 6.2” Lift 1: 1.8” Lift 2: 2.1” Lift 3: 2.3” Notes: Chip seal present at surface. Minimal stripping throughout core. Metal pieces encountered throughout core. 400 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Trail Core: C-13 Date Cored: 12/10/19 GPS Coordinates: Latitude: 44.882985 Longitude: -93.576530 Core Description: Diameter: 4” Recovered Height: 3.7” Lift 1: 2.4” Lift 2: 1.3” Notes: Moderate stripping throughout core. 401 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road WB Lane, Outside Wheel Path Core: C-14 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.882728 Longitude: -93.575718 Core Description: Diameter: 4” Recovered Height: 5.4” Lift 1: 2.8” Lift 2: 2.6” Notes: Chip seal present at surface. Minimal stripping throughout core. 402 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road EB Lane, Inside Wheel Path Core: C-15 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.882409 Longitude: -93.575136 Core Description: Diameter: 4” Recovered Height: 5.6” Lift 1: 2.0” Lift 2: 3.6” Notes: Chip seal present at surface. Minimal stripping throughout core. Metal pieces encountered throughout core. 403 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road WB Lane, Outside Wheel Path Core: C-16 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.882140 Longitude: -93.574493 Core Description: Diameter: 4” Recovered Height: 5.5” Lift 1: 2.2” Lift 2: 3.3” Notes: Chip seal present at surface. Minimal stripping throughout core. Metal pieces encountered throughout core. 404 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road EB Lane, Outside Wheel Path Core: C-17 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.881879 Longitude: -93.573950 Core Description: Diameter: 4” Recovered Height: 5.3” Lift 1: 2.2” Lift 2: 3.3” Notes: Chip seal present at surface. Minimal stripping throughout core. Metal pieces encountered throughout core. 405 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Trail Core: C-18 Date Cored: 12/10/19 GPS Coordinates: Latitude: 44.881982 Longitude: -93.573891 Core Description: Diameter: 4” Recovered Height: 3.2” Notes: Minimal to moderate stripping throughout core. 406 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road WB Lane, Inside Wheel Path Core: C-19 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.881854 Longitude: -93.573356 Core Description: Diameter: 4” Recovered Height: 6.0” Lift 1: 1.7” Lift 2: 2.5” Lift 3: 1.8” Notes: Chip seal present at surface. Minimal stripping throughout core. 407 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road WB Lane, Outside Wheel Path Core: C-20 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.881851 Longitude: -93.572769 Core Description: Diameter: 4” Recovered Height: 5.1” Lift 1: 2.3” Lift 2: 2.8” Notes: Chip seal present at surface. Minimal stripping throughout core. Metal pieces encountered throughout core. 408 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Trail Core: C-21 Date Cored: 12/10/19 GPS Coordinates: Latitude: 44.881910 Longitude: -93.572782 Core Description: Diameter: 4” Recovered Height: 3.6” Lift 1: 2.0” Lift 2: 1.6” Notes: Moderate to severe stripping throughout core. Core separated between lift 1 and 2, crack propagating through lift 1. 409 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS Recovered Bituminous Core Project: Lake Lucy Road and Trail Rehabilitation AET Project Number: 28-20260 Location: Lake Lucy Road EB Lane, Outside Wheel Path Core: C-22 Date Cored: 12/11/19 GPS Coordinates: Latitude: 44.881784 Longitude: -93.572420 Core Description: Diameter: 4” Recovered Height: 4.7” Lift 1: 2.1” Lift 2: 3.6” Notes: Chip seal present at surface. Minimal stripping throughout core. Metal pieces encountered throughout core. 410 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Appendix C Subsurface Field Exploration and Testing Boring Log Notes MnDOT Boring Log Descriptive Terminology AASHTO Soil Classification Figure 2. Pavement Core Location Map Figure 3. Soil Boring Location Map Subsurface Boring Logs Materials Test Reports 411 Appendix C Geotechnical Field Exploration and Testing AET No. 28-20260 Appendix C - Page 1 of 2 AMERICAN ENGINEERING TESTING, INC. C.1 FIELD EXPLORATION The subsurface conditions at the site were explored by drilling and sampling 10 flight auger soil borings and 22 pavement cores. The locations of the borings and cores appear on Figures 2 and 3, preceding the Subsurface Boring Logs in this appendix. C.2 SAMPLING METHODS C.2.1 Split-Spoon Samples (SS) - Calibrated to N60 Values Standard penetration (split-spoon) samples were collected in general accordance with ASTM: D1586 with one primary modification. The ASTM test method consists of driving a 2-inch O.D. split-barrel sampler into the in-situ soil with a 140-pound hammer dropped from a height of 30 inches. The sampler is driven a total of 18 inches into the soil. After an initial set of 6 inches, the number of hammer blows to drive the sampler the final 12 inches is known as the standard penetration resistance or N-value. Our method uses a modified hammer weight, which is determined by measuring the system energy using a Pile Driving Analyzer (PDA) and an instrumented rod. In the past, standard penetration N-value tests were performed using a rope and cathead for the lift and drop system. The energy transferred to the split-spoon sampler was typically limited to about 60% of its potential energy due to the friction inherent in this system. This converted energy then provides what is known as an N60 blow count. The most recent drill rigs incorporate an automatic hammer lift and drop system, which has higher energy efficiency and subsequently results in lower N-values than the traditional N60 values. By using the PDA energy measurement equipment, we can determine actual energy generated by the drop hammer. With the various hammer systems available, we have found highly variable energies ranging from 55% to over 100%. Therefore, the intent of AET’s hammer calibrations is to vary the hammer weight such that hammer energies lie within about 60% to 65% of the theoretical energy of a 140-pound weight falling 30 inches. The current ASTM procedure acknowledges the wide variation in N-values, stating that N-values of 100% or more have been observed. Although we have not yet determined the statistical measurement uncertainty of our calibrated method to date, we can state that the accuracy deviation of the N-values using this method is significantly better than the standard ASTM Method. C.2.2 Disturbed Samples (DS)/Spin-up Samples (SU) Sample types described as “DS” or “SU” on the boring logs are disturbed samples, which are taken from the flights of the auger. Because the auger disturbs the samples, possible soil layering and contact depths should be considered approximate. C.2.3 Sampling Limitations Unless actually observed in a sample, contacts between soil layers are estimated based on the spacing of samples and the action of drilling tools. Cobbles, boulders, and other large objects generally cannot be recovered from test borings, and they may be present in the ground even if they are not noted on the boring logs. Determining the thickness of “topsoil” layers is usually limited, due to variations in topsoil definition, sample recovery, and other factors. Visual-manual description often relies on color for determination, and transitioning changes can account for significant variation in thickness judgment. Accordingly, the topsoil thickness presented on the logs should not be the sole basis for calculating topsoil stripping depths and volumes. If more accurate information is needed relating to thickness and topsoil quality definition, alternate methods of sample retrieval and testing should be employed. C.3 CLASSIFICATION METHODS Soil descriptions shown on the boring logs are based on the Mn/DOT Textural Classification System. Soil descriptions on the boring logs are visual manual judgements, unless laboratory classification tests have been performed. Charts are attached which provide information on the Mn/DOT system, the descriptive terminology, and the symbols used on the boring logs. Visual-manual judgement of the AASHTO Soil Group is also noted as a part of the soil description. A chart presenting details of the AASHTO Soil Classification System is also attached. The boring logs include descriptions of apparent geology. The geologic depositional origin of each soil layer is interpreted primarily by observation of the soil samples, which can be limited. Observations of the surrounding topography, vegetation, and development can sometimes aid this judgment. 412 Appendix C Geotechnical Field Exploration and Testing Report No. 28-20260 Appendix C - Page 2 of 2 AMERICAN ENGINEERING TESTING, INC. C.4 WATER LEVEL MEASUREMENTS The ground water level measurements are shown at the bottom of the boring logs. The following information appears under “Water Level Measurements” on the logs:  Date and Time of measurement  Sampled Depth: lowest depth of soil sampling at the time of measurement  Casing Depth: depth to bottom of casing or hollow-stem auger at time of measurement  Cave-in Depth: depth at which measuring tape stops in the borehole  Water Level: depth in the borehole where free water is encountered  Drilling Fluid Level: same as Water Level, except that the liquid in the borehole is drilling fluid The true location of the water table at the boring locations may be different than the water levels measured in the boreholes. This is possible because there are several factors that can affect the water level measurements in the borehole. Some of these factors include: permeability of each soil layer in profile, presence of perched water, amount of time between water level readings, presence of drilling fluid, weather conditions, and use of borehole casing. C.5 LABORATORY TEST METHODS C.5.1 Sieve Analysis of Soils (through #200 Sieve) Conducted per AET Procedure 01-LAB-040, which is performed in general accordance with ASTM D6913, Method A. C.5.2 Water Content Tests Conducted per AET Procedure 01-LAB-010, which is performed in general accordance with ASTM D2216 and AASHTO T265. C.5.3 Organic Content Tests Conducted per AET Procedure 20-SOI-010, which is performed in general accordance with ASTM D2974. C.6 TEST STANDARD LIMITATIONS Field and laboratory testing is done in general conformance with the described procedures. Compliance with any other standards referenced within the specified standard is neither inferred nor implied. C.7 SAMPLE STORAGE Unless notified to do otherwise, we routinely retain representative samples of the soils recovered from the borings for a period of 30 days. 413 01REP052C (7/11) AMERICAN ENGINEERING TESTING, INC. BORING LOG NOTES DRILLING AND SAMPLING SYMBOLS TEST SYMBOLS Symbol Definition Symbol Definition AR: Sample of material obtained from cuttings blown out the top of the borehole during air rotary procedure. B, H, N: Size of flush-joint casing CAS: Pipe casing, number indicates nominal diameter in inches COT: Clean-out tube DC: Drive casing; number indicates diameter in inches DM: Drilling mud or bentonite slurry DR: Driller (initials) DS: Disturbed sample from auger flights DP: Direct push drilling; a 2.125 inch OD outer casing with an inner 1½ inch ID plastic tube is driven continuously into the ground. FA: Flight auger; number indicates outside diameter in inches HA: Hand auger; number indicates outside diameter HSA: Hollow stem auger; number indicates inside diameter in inches LG: Field logger (initials) MC: Column used to describe moisture condition of samples and for the ground water level symbols N (BPF): Standard penetration resistance (N-value) in blows per foot (see notes) NQ: NQ wireline core barrel PQ: PQ wireline core barrel RDA: Rotary drilling with compressed air and roller or drag bit. RDF: Rotary drilling with drilling fluid and roller or drag bit REC: In split-spoon (see notes), direct push and thin-walled tube sampling, the recovered length (in inches) of sample. In rock coring, the length of core recovered (expressed as percent of the total core run). Zero indicates no sample recovered. SS: Standard split-spoon sampler (steel; 1.5" is inside diameter; 2" outside diameter); unless indicated otherwise SU Spin-up sample from hollow stem auger TW: Thin-walled tube; number indicates inside diameter in inches WASH: Sample of material obtained by screening returning rotary drilling fluid or by which has collected inside the borehole after “falling” through drilling fluid WH: Sampler advanced by static weight of drill rod and hammer WR: Sampler advanced by static weight of drill rod 94mm: 94 millimeter wireline core barrel ▼: Water level directly measured in boring : Estimated water level based solely on sample appearance CONS: One-dimensional consolidation test DEN: Dry density, pcf DST: Direct shear test E: Pressuremeter Modulus, tsf HYD: Hydrometer analysis LL: Liquid Limit, % LP: Pressuremeter Limit Pressure, tsf OC: Organic Content, % PERM: Coefficient of permeability (K) test; F - Field; L - Laboratory PL: Plastic Limit, % qp: Pocket Penetrometer strength, tsf (approximate) qc: Static cone bearing pressure, tsf qu: Unconfined compressive strength, psf R: Electrical Resistivity, ohm-cms RQD: Rock Quality Designation of Rock Core, in percent (aggregate length of core pieces 4" or more in length as a percent of total core run) SA: Sieve analysis TRX: Triaxial compression test VSR: Vane shear strength, remolded (field), psf VSU: Vane shear strength, undisturbed (field), psf WC: Water content, as percent of dry weight %-200: Percent of material finer than #200 sieve STANDARD PENETRATION TEST NOTES (Calibrated Hammer Weight) The standard penetration test consists of driving a split-spoon sampler with a drop hammer (calibrated weight varies to provide N60 values) and counting the number of blows applied in each of three 6" increments of penetration. If the sampler is driven less than 18" (usually in highly resistant material), permitted in ASTM: D1586, the blows for each complete 6" increment and for each partial increment is on the boring log. For partial increments, the number of blows is shown to the nearest 0.1' below the slash. The length of sample recovered, as shown on the “REC” column, may be greater than the distance indicated in the N column. The disparity is because the N-value is recorded below the initial 6" set (unless partial penetration defined in ASTM: D1586 is encountered) whereas the length of sample recovered is for the entire sampler drive (which may even extend more than 18"). 414 Vane Shear Test Washed Sample (Collected during plug drilling) Augered Plug Drilled Split Tube Sample (SPT N60 2 in. spilt tube with liners) Thin Wall Sample (3 in. Shelby Tube) Core Drilled (NV Core Barrel unless otherwise noted) Continuous Soil Sample Augered & Jetted Jetted Augered & Plug Drilled WS PD CS A/J Jet A/P Index Sheet No. 3.0 March 2003 G:\geotech\Public\Forms\INDEX30.doc Mi n n es ot a Dep ar t m en t o f Tr an s p o r tat i o n Geo t ec hn i c al Sec t i o n B o r i n g L o g Des c r i p t i v e Ter m i n o l o g y (English Units) USER NOTES, ABBREVIATIONS AND DEFINITIONS -Additional information available in Geotechnical Manual. This boring was made by ordinary and conventional methods and with care deemed adequate for the Department's design purposes. Since this boring was not taken to gather information relating to the construction of the project, the data noted in the field and recorded may not necessarily be the same as that which a contractor would desire. While the Department believes that the information as to the conditions and materials reported is accurate, it does not warrant that the information is necessarily complete. This information has been edited or abridged and may not reveal all the information which might be useful or of interest to the contractor. Consequently, the Department will make available at its offices, the field logs relating to this boring. Since subsurface conditions outside each borehole are unknown, and soil, rock and water conditions cannot be relied upon to be consistent or uniform, no warrant is made that conditions adjacent to this boring will necessarily be the same as or similar to those shown on this log. Furthermore, the Department will not be responsible for any interpretations, assumptions, projections or interpolations made by contractors, or other users of this log. Water levels recorded on this log should be used with discretion since the use of drilling fluids in borings may seriously distort the true field conditions. Also, water levels in cohesive soils often take extended periods of time to reach equilibrium and thus reflect their true field level. Water levels can be expected to vary both seasonally and yearly. The absence of notations on this log regarding water does not necessarily mean that this boring was dry or that the contractor will not encounter subsurface water during the course of construction. WATER MEASUREMENT AB .........................After Bailing AC .........................After Completion AF .........................After Flushing w/C .......................with Casing w/M.......................with Mud WSD......................While Sampling/Drilling w/AUG ..................with Hollow Stem Auger MISCELLANEOUS NA .........................Not Applicable w/..........................with w/o........................with out sat.........................saturated DRILLING OPERATIONS AUG ..................Augered CD .....................Core Drilled DBD...................Disturbed by Drilling DBJ ...................Disturbed by Jetting PD.....................Plug Drilled ST......................Split Tube (SPT test) TW .....................Thinwall (Shelby Tube) WS ....................Wash Sample NSR...................No Sample Retrieved WH ....................Weight of Hammer WR ....................Weight of Rod Mud...................Drilling Fluids in Sample CS .....................Continuous Sample SOIL/CORE TESTS SPT N60 ..............ASTM D1586 Modified Blows per foot with 140 lb. hammer and a standard energy of 210 ft-lbs. This energy represents 60% of the potential energy of the system and is the average energy provided by a Rope & Cathead system. MC ....................Moisture Content COH ..................Cohesion ?........................Sample Density LL......................Liquid Limit PI ......................Plasticity Index F .......................Phi Angle REC...................Percent Core Recovered RQD ..................Rock Quality Description (Percent of total core interval consisting of unbroken pieces 4 inches or longer) ACL ...................Average Core Length (Average length of core that is greater than 4 inches long) Core Breaks .....Number of natural core breaks per 2-foot interval. DISCONTINUITY SPACING Fractures Distance Bedding Very Close .........<2 inches.............Very Thin Close .................2-12 inches..........Thin Mod. Close........12-36 inches........Medium Wide..................>36 inches...........Thick DRILLING SYMBOLS RELATIVE DENSITY Compactness - Granular Soils BPF very loose ....................................0-4 loose ...........................................5-10 medium dense ............................11-24 dense ..........................................25-50 very dense...................................>50 Consistency - Cohesive Soils BPF very soft.......................................0-1 soft..............................................2-4 firm..............................................5-8 stiff..............................................9-15 very stiff.......................................16-30 hard.............................................31-60 very hard .....................................> 60 COLOR blk...................Black wht............White grn ..................Green brn ............Brown orng ................Orange yel .............Yellow dk ....................Dark lt................Light IOS..................Iron Oxide Stained GRAIN SIZE /PLASTICITY VF .............Very Fine pl.............Plastic F................Fine slpl..........Slightly Cr ..............Coarse Plastic SOIL/ROCK TERMS C ...............Clay Lmst........Limestone L................Loam Sst ..........Sandstone S ...............Sand Dolo ........Dolostone Si ..............Silt wx...........weathered G ...............Gravel (No. 10 Sieve to 3 inches) Bldr ...........Boulder (over 3 inches) T................till (unsorted, nonstratified glacial deposits) Mn/DOT Triangular Textural Soil Classification System 100% 100% C 908070605040302010 90 80 70 60 50 40 30 20 10 (plastic) (slightly plastic) SC SCL CL LSL Si SiC SiCL LS S Si 90 80 70 60 50 40 30 20 10 100 % % Sand % Clay %415 A-7 A-7-5 A-7-6 Sieve Analysis, Percent passing: No. 10 (2.00 mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50 max.. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . No. 40 (0.425 mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30 max.50 max.51 min.. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . No. 200 (0.075 mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 max.25 max.10 max.35 max.35 max.35 max.35 max.36 min.36 min.36 min.36 min. Characteristics of Fraction Passing No. 40 (0.425 mm) Liquid limit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .40 max.41 min.40 max.41 min.40 max.41 min.40 max.41 min. Plasticity index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .N.P.10 max.10 max.11 min.11 min.10 max.10 max.11 min.11 min. General Ratings as Subgrade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Definitions of Gravel, Sand and Silt-Clay 01CLS022 (07/11)AMERICAN ENGINEERING TESTING, INC. The term "silty" is applied to fine material having plasticity index of 10 or less and the term "clayey" is applied to fine material having plasticity index of 11 or greater. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AASHTO SOIL CLASSIFICATION SYSTEM Classification of Soils and Soil-Aggregate Mixtures GRAVEL - Material passing sieve with 3-in. square openings and retained on the No. 10 sieve. COARSE SAND - Material passing the No. 10 sieve and retained on the No. 40 sieve. FINE SAND - Material passing the No. 40 sieve and retained on the No. 200 sieve. COMBINED SILT AND CLAY - Material passing the No. 200 sieve Excellent to Good Group A-8 soils are organic clays or peat with organic content >5%. BOULDERS (retained on 3-in. sieve) should be excluded from the portion of the sample to which the classificaiton is applied, but the percentage of such material, if any, in the sample should be recorded. (35% or less passing No. 200 sieve)(More than 35% passing No. 200 sieve) General Classification A-4 A-5 The terms "gravel", "coarse sand", "fine sand" and "silt-clay", as determinable from the minimum test data required in this classification arrangement and as used in subsequent word descriptions are defined as follows: Granular Materials Silt-Clay Materials A-1 A-2 A-2-6 A-2-7 . . . . 6 max. Fine Sand Silty or Clayey Gravel and Sand Silty Soils Clayey Soils Plasticity index of A-7-5 subgroup is equal to or less than LL minus 30. Plasticity index of A-7-6 subgroup is greater than LL minus 30. A-3 A-2-4 A-2-5 Stone Fragments, Gravel and Sand Fair to Poor A-6 The placing of A-3 before A-2 is necessary in the "left to right elimination process" and does not indicate superiority of A-3 over A-2. Usual Types of Significant Constituent Materials A-1-a A-1-b Group Classification -10 0 10 20 30 40 50 100 90 80 70 60 50 40 30 20 15 35 0 2 4 6 8 1012 1416 18 203040 506070 80 1020304050607080100140180 LIQUID LIMIT PLAS TI CI T Y I N D E X PERCENT PASSING NO. 200 SIEVEPARTIAL GROUP INDEXGROUP INDEX CHART Group Index (GI) = (F-35) [0.2+0.005 (LL-40) ] + 0.01 (F-15) (PI-10) where F = % Passing No. 200 sieve, LL = Liquid Limit, and PI = Plasticity Index. When working with A-2-6 and A-2-7 subgroups the Partial Group Index (PGI) is determined from the PI only. When the combined Partial Group Indices are negative, the Group Index should be reported as zero.A-2-6 and A-2-782% Passing No. 200 sieve LL = 38 PI = 21 PGI = 8.9 for LL PGI = 7.4 for PI GI = 16 Then:Example: 10 20 30 40 50 60 70 80 90 100 0 10 20 30 40 50 60 70 Sub- G r o u p A-7-5 Sub-G roupA-7 -6 A-7A-5 A-4 A-6 PI = LL - 30PLASTICITY INDEX (PI) Liquid Limit and Plasticity Index Ranges for the A-4, A-5, A-6 and A-7 SubgroupsLiquid Limit416 417 418 5 15 25 26 9" Bituminous pavement 12" MIXTURE OF GRAVELLY SLIGHTLY PLASTIC SANDY LOAM AND CRUSHED LIMESTONE, brown, damp, A-1-b, fill LOAM, brown, moist, A-6, fill CLAY LOAM, brown, moist, A-6, till (possible fill) Bottom of Hole - 10' 0.8 1.8 5.0 10.0 B-01 Lake Lucy Road/Trail Ground Elevation (Surveyed) Trunk Highway/Location Boring No.State Project Bridge No. or Job Desc. Drill Machine Flight Auger 12/5/19(ft.) Location Hammer SHEET 1 of 1 Completed Drilling Longitude (West)=-93.582973 Co. Coordinate: X= Y= , , ft. LT Latitude (North)=44.882644 UNIQUE NUMBER Depth COH Soil Class: Rock Class: Edit: Date: 12/19/19 Breaks Or Remarks Elev. AMERICAN ENGINEERING TESTING, INC. - Mn/DOT TEMPLATE SUBSURFACE BORING LOG (%)(ft) (pcf)N SPT Lithology(%) U.S. Customary Units Other Tests 5 10 X:\01-GEO\01-GEO FOLDERS\GINTW\1 GINT PROJECTS\28-20260 MNDOT AET.GPJRockDEPTH(psf) MC (%) Classification or Member 60 FormationREC ACL SoilDrillingOperationRQD Core Index Sheet Code % Passing #200 = 20.3Depth: 9" to 21" 419 8 20 14 3" Bituminous pavement 3.5" Crushed limestone, light brown, A-1-a (possible base) CLAY LOAM, brown, moist, A-6, till (possible fill) LOAM, brown, moist, A-6, till (possible fill) Bottom of Hole - 4' 0.3 0.5 2.0 4.0 B-02 Lake Lucy Road/Trail Ground Elevation (Surveyed) Trunk Highway/Location Boring No.State Project Bridge No. or Job Desc. Drill Machine Flight Auger 12/5/19(ft.) Location Hammer SHEET 1 of 1 Completed Drilling Longitude (West)=-93.582858 Co. Coordinate: X= Y= , , ft. LT Latitude (North)=44.882714 UNIQUE NUMBER Depth COH Soil Class: Rock Class: Edit: Date: 12/19/19 Breaks Or Remarks Elev. AMERICAN ENGINEERING TESTING, INC. - Mn/DOT TEMPLATE SUBSURFACE BORING LOG (%)(ft) (pcf)N SPT Lithology(%) U.S. Customary Units Other Tests X:\01-GEO\01-GEO FOLDERS\GINTW\1 GINT PROJECTS\28-20260 MNDOT AET.GPJRockDEPTH(psf) MC (%) Classification or Member 60 FormationREC ACL SoilDrillingOperationRQD Core Index Sheet Code % Passing #200 = 6.2 Depth: 3" to 6" 420 5 17 21 23 8" Bituminous pavement 15" MIXTURE OF CRUSHED LIMESTONE AND LOAMY SAND, brown, damp, A-2-4, fill LOAM, brown, moist, A-6, fill CLAY LOAM, brown, a little gray, moist, A-6, till (possible fill) Bottom of Hole - 10' 0.7 1.9 5.0 10.0 B-03 Lake Lucy Road/Trail Ground Elevation (Surveyed) Trunk Highway/Location Boring No.State Project Bridge No. or Job Desc. Drill Machine Flight Auger 12/5/19(ft.) Location Hammer SHEET 1 of 1 Completed Drilling Longitude (West)=-93.579824 Co. Coordinate: X= Y= , , ft. LT Latitude (North)=44.882249 UNIQUE NUMBER Depth COH Breaks Or Remarks Elev. AMERICAN ENGINEERING TESTING, INC. - Mn/DOT TEMPLATE SUBSURFACE BORING LOG (%)(ft) (pcf)N SPT Lithology(%) U.S. Customary Units Other Tests 5 10 X:\01-GEO\01-GEO FOLDERS\GINTW\1 GINT PROJECTS\28-20260 MNDOT AET.GPJRockDEPTH(psf) MC (%) Classification or Member 60 FormationREC ACL SoilDrillingOperationRQD Core Index Sheet Code % Passing #200 = 50Depth: 23" to 5' Soil Class: Rock Class: Edit: Date: 12/19/19 421 14 17 16 2.5" Bituminous pavement MIXTURE OF LOAM AND CRUSHED LIMESTONE, a little silty sand, brown, moist, A-2-6, fill LOAM, brown, moist, A-6, till Bottom of Hole - 4' 0.2 0.5 4.0 B-04 Lake Lucy Road/Trail Ground Elevation (Surveyed) Trunk Highway/Location Boring No.State Project Bridge No. or Job Desc. Drill Machine Flight Auger 12/5/19(ft.) Location Hammer SHEET 1 of 1 Completed Drilling Longitude (West)=-93.579864 Co. Coordinate: X= Y= , , ft. LT Latitude (North)=44.882307 UNIQUE NUMBER Depth COH Breaks Or Remarks Elev. AMERICAN ENGINEERING TESTING, INC. - Mn/DOT TEMPLATE SUBSURFACE BORING LOG (%)(ft) (pcf)N SPT Lithology(%) U.S. Customary Units Other Tests X:\01-GEO\01-GEO FOLDERS\GINTW\1 GINT PROJECTS\28-20260 MNDOT AET.GPJRockDEPTH(psf) MC (%) Classification or Member 60 FormationREC ACL SoilDrillingOperationRQD Core Index Sheet Code % Passing #200 = 27 Depth: 2.5" to 6" Soil Class: Rock Class: Edit: Date: 12/19/19 422 5 11 17 18 18 7" Bituminous pavement MIXTURE OF GRAVELLY SLIGHTLY PLASTIC SANDY LOAM AND CRUSHED LIMESTONE, brown, damp, A-1-b, fill PLASTIC SANDY LOAM, brown, moist, A-2-6, fill CLAY LOAM, brown, moist, A-6, till Bottom of Hole - 10' 0.7 3.5 5.0 10.0 B-05 Lake Lucy Road/Trail Ground Elevation (Surveyed) Trunk Highway/Location Boring No.State Project Bridge No. or Job Desc. Drill Machine Flight Auger 12/5/19(ft.) Location Hammer SHEET 1 of 1 Completed Drilling Longitude (West)=-93.576556 Co. Coordinate: X= Y= , , ft. LT Latitude (North)=44.882876 UNIQUE NUMBER Depth COH Breaks Or Remarks Elev. AMERICAN ENGINEERING TESTING, INC. - Mn/DOT TEMPLATE SUBSURFACE BORING LOG (%)(ft) (pcf)N SPT Lithology(%) U.S. Customary Units Other Tests 5 10 X:\01-GEO\01-GEO FOLDERS\GINTW\1 GINT PROJECTS\28-20260 MNDOT AET.GPJRockDEPTH(psf) MC (%) Classification or Member 60 FormationREC ACL SoilDrillingOperationRQD Core Index Sheet Code % Passing #200 = 12.6 Depth: 7" to 20.5" Soil Class: Rock Class: Edit: Date: 12/19/19 423 9 20 21 3.25" Bituminous pavement LOAMY SAND, brown, damp, A-2-4, fill CLAY LOAM, brown, moist, A-6, till Bottom of Hole - 4' 0.3 0.7 4.0 B-06 Lake Lucy Road/Trail Ground Elevation (Surveyed) Trunk Highway/Location Boring No.State Project Bridge No. or Job Desc. Drill Machine Flight Auger 12/5/19(ft.) Location Hammer SHEET 1 of 1 Completed Drilling Longitude (West)=-93.576533 Co. Coordinate: X= Y= , , ft. LT Latitude (North)=44.882978 UNIQUE NUMBER Depth COH Breaks Or Remarks Elev. AMERICAN ENGINEERING TESTING, INC. - Mn/DOT TEMPLATE SUBSURFACE BORING LOG (%)(ft) (pcf)N SPT Lithology(%) U.S. Customary Units Other Tests X:\01-GEO\01-GEO FOLDERS\GINTW\1 GINT PROJECTS\28-20260 MNDOT AET.GPJRockDEPTH(psf) MC (%) Classification or Member 60 FormationREC ACL SoilDrillingOperationRQD Core Index Sheet Code Soil Class: Rock Class: Edit: Date: 12/19/19 424 5 9 16 21 19 6.5" Bituminous pavement 10" MIXTURE OF GRAVELLY SLIGHTLY PLASTIC SANDY LOAM WITH CRUSHED LIMESTONE, brown, damp, A-1-b, fill LOAMY SAND, a little plastic sandy loam, brown, damp, A-2-4, fill LOAM, brown, moist, A-6, fill CLAY LOAM, brown, moist, A-6, till Bottom of Hole - 10' 0.5 1.4 4.5 5.0 10.0 B-07 Lake Lucy Road/Trail Ground Elevation (Surveyed) Trunk Highway/Location Boring No.State Project Bridge No. or Job Desc. Drill Machine Flight Auger 12/5/19(ft.) Location Hammer SHEET 1 of 1 Completed Drilling Longitude (West)=-93.573940 Co. Coordinate: X= Y= , , ft. LT Latitude (North)=44.881903 UNIQUE NUMBER Depth COH Breaks Or Remarks Elev. AMERICAN ENGINEERING TESTING, INC. - Mn/DOT TEMPLATE SUBSURFACE BORING LOG (%)(ft) (pcf)N SPT Lithology(%) U.S. Customary Units Other Tests 5 10 X:\01-GEO\01-GEO FOLDERS\GINTW\1 GINT PROJECTS\28-20260 MNDOT AET.GPJRockDEPTH(psf) MC (%) Classification or Member 60 FormationREC ACL SoilDrillingOperationRQD Core Index Sheet Code % Passing #200 = 14.9Depth 6.5" to 16.5" Soil Class: Rock Class: Edit: Date: 12/19/19 425 4 19 18 3" Bituminous pavement 4" GRAVELLY LOAMY SAND, brown, damp, A-1-b LOAM, brown, moist, A-6, fill Bottom of Hole - 4' 0.3 0.6 4.0 B-08 Lake Lucy Road/Trail Ground Elevation (Surveyed) Trunk Highway/Location Boring No.State Project Bridge No. or Job Desc. Drill Machine Flight Auger 12/5/19(ft.) Location Hammer SHEET 1 of 1 Completed Drilling Longitude (West)=-93.573905 Co. Coordinate: X= Y= , , ft. LT Latitude (North)=44.881983 UNIQUE NUMBER Depth COH Breaks Or Remarks Elev. AMERICAN ENGINEERING TESTING, INC. - Mn/DOT TEMPLATE SUBSURFACE BORING LOG (%)(ft) (pcf)N SPT Lithology(%) U.S. Customary Units Other Tests X:\01-GEO\01-GEO FOLDERS\GINTW\1 GINT PROJECTS\28-20260 MNDOT AET.GPJRockDEPTH(psf) MC (%) Classification or Member 60 FormationREC ACL SoilDrillingOperationRQD Core Index Sheet Code Soil Class: Rock Class: Edit: Date: 12/19/19 426 6 11 17 17 21 4.75" Bituminous pavement 10.5" MIXTURE OF LOAMY SAND AND CRUSHED LIMESTONE, brown, damp, A-2-4, fill LOAMY SAND, brown, moist, A-2-4, fill LOAM, brown, moist, A-6, till (possible fill) Bottom of Hole - 10' 0.4 1.3 4.0 10.0 B-09 Lake Lucy Road/Trail Ground Elevation (Surveyed) Trunk Highway/Location Boring No.State Project Bridge No. or Job Desc. Drill Machine Flight Auger 12/5/19(ft.) Location Hammer SHEET 1 of 1 Completed Drilling Longitude (West)=-93.572791 Co. Coordinate: X= Y= , , ft. LT Latitude (North)=44.881853 UNIQUE NUMBER Depth COH Breaks Or Remarks Elev. AMERICAN ENGINEERING TESTING, INC. - Mn/DOT TEMPLATE SUBSURFACE BORING LOG (%)(ft) (pcf)N SPT Lithology(%) U.S. Customary Units Other Tests 5 10 X:\01-GEO\01-GEO FOLDERS\GINTW\1 GINT PROJECTS\28-20260 MNDOT AET.GPJRockDEPTH(psf) MC (%) Classification or Member 60 FormationREC ACL SoilDrillingOperationRQD Core Index Sheet Code Soil Class: Rock Class: Edit: Date: 12/19/19 427 5 21 22 4" Bituminous pavement 6" GRAVELLY LOAMY SAND WITH CRUSHED LIMESTONE, dark brown, damp, A-1-a, fill SLIGHTLY ORGANIC LOAM, black, moist, A-6, fill Bottom of Hole - 4' 0.3 0.8 4.0 B-10 Lake Lucy Road/Trail Ground Elevation (Surveyed) Trunk Highway/Location Boring No.State Project Bridge No. or Job Desc. Drill Machine Flight Auger 12/5/19(ft.) Location Hammer SHEET 1 of 1 Completed Drilling Longitude (West)=-93.572785 Co. Coordinate: X= Y= , , ft. LT Latitude (North)=44.881901 UNIQUE NUMBER Depth COH Breaks Or Remarks Elev. AMERICAN ENGINEERING TESTING, INC. - Mn/DOT TEMPLATE SUBSURFACE BORING LOG (%)(ft) (pcf)N SPT Lithology(%) U.S. Customary Units Other Tests X:\01-GEO\01-GEO FOLDERS\GINTW\1 GINT PROJECTS\28-20260 MNDOT AET.GPJRockDEPTH(psf) MC (%) Classification or Member 60 FormationREC ACL SoilDrillingOperationRQD Core Index Sheet Code Organic Content = 3.1% Depth: 10" to 2' % Passing #200 = 8.5 Depth 4" to 10" Soil Class: Rock Class: Edit: Date: 12/19/19 428 Particle Size Distribution 75No.4 (4.75mm)62No.10 (2.0mm)50No.20 (850µm) 913/8in (9.5mm) 100¾in (19.0mm)94½in (12.5mm) % PassingSieve Size Method:AASHTO T 27, AASHTO T 11 Limits 20.3No.200 (75µm) 41No.40 (425µm)27No.100 (150µm) Date Tested:12/11/2019 On-siteSource Gravelly slightly plastic sandy loam with crushed limestone; AASHTO: A-1-bMaterial Sample Details 19-26159-S1Sample ID 12/5/2019Date Sampled GradationSpecificationAugerSampling Method RoadwayGeneral Location Depth: 9" - 21"Location Boring 1Field Sample ID 12/9/2019Date Submitted ResultOther Test Results MethodDescription Limits Tested By:Garrett Renken American Engineering Testing, Inc.St. Paul Albertville550 Cleveland Ave N 5548 Barthel Ind Dr, Ste 500St. Paul, MN 55114 Albertville, MN 55301(651) 659-9001 (763) 428-5573Toll Free: (800) 972-6364 www.amengtest.comReport No: MAT:19-26159-S1Issue No: 1 Project:2020 Lake Lucy Road and Trail Client:This document shall not bereproduced, except in full,without written approvalfrom American EngineeringTesting, Inc. Reviewed By: 12/16/2019Date of Issue: CC: Krystle Staker CHANHASSEN, CITY OF Chanhassen MNJob No:28-20260 Material Test Report Page 1 of 1© 2000-2018 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:19-26159-S1 N/AComments 429 Particle Size Distribution 57No.4 (4.75mm)40No.10 (2.0mm)24No.20 (850µm) 743/8in (9.5mm) 100¾in (19.0mm)87½in (12.5mm) % PassingSieve Size Method:AASHTO T 27, AASHTO T 11 Limits 6.2No.200 (75µm) 15No.40 (425µm)9No.100 (150µm) Date Tested:12/11/2019 On-siteSourceGravelly loamy sand; AASHTO: A-1-aMaterial Sample Details 19-26159-S2Sample ID 12/5/2019Date Sampled GradationSpecificationAugerSampling Method TrailGeneral Location Depth: 3" - 6"Location Boring 2Field Sample ID 12/9/2019Date Submitted ResultOther Test Results MethodDescription Limits Tested By:Garrett Renken American Engineering Testing, Inc.St. Paul Albertville550 Cleveland Ave N 5548 Barthel Ind Dr, Ste 500St. Paul, MN 55114 Albertville, MN 55301(651) 659-9001 (763) 428-5573Toll Free: (800) 972-6364 www.amengtest.comReport No: MAT:19-26159-S2Issue No: 1 Project:2020 Lake Lucy Road and Trail Client:This document shall not bereproduced, except in full,without written approvalfrom American EngineeringTesting, Inc. Reviewed By: 12/16/2019Date of Issue: CC: Krystle Staker CHANHASSEN, CITY OF Chanhassen MNJob No:28-20260 Material Test Report Page 1 of 1© 2000-2018 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:19-26159-S2 N/AComments 430 On-siteSourceLoam; AASHTO: A-6Material Sample Details 19-26159-S3Sample ID 12/5/2019Date Sampled Specification AugerSampling Method RoadwayGeneral Location Depth: 23" - 5'Location Boring 3Field Sample ID 12/9/2019Date Submitted Test Results 12/11/2019 4:53:54 PMA50ResultFiner 75µm (%)AASHTO T 11MethodDescription Limits Test MethodDate Tested American Engineering Testing, Inc.St. Paul Albertville550 Cleveland Ave N 5548 Barthel Ind Dr, Ste 500St. Paul, MN 55114 Albertville, MN 55301(651) 659-9001 (763) 428-5573Toll Free: (800) 972-6364 www.amengtest.comReport No: MAT:19-26159-S3Issue No: 1 Project:2020 Lake Lucy Road and Trail Client:This document shall not bereproduced, except in full,without written approvalfrom American EngineeringTesting, Inc. Reviewed By: 12/16/2019Date of Issue: CC: Krystle Staker CHANHASSEN, CITY OF Chanhassen MNJob No:28-20260 Material Test Report Page 1 of 1© 2000-2018 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:19-26159-S3 N/AComments 431 On-siteSourceLoam and crushed limestone; AASHTO: A-2-6Material Sample Details 19-26159-S4Sample ID 12/5/2019Date Sampled Specification AugerSampling Method TrailGeneral Location Depth: 2.5" - 6"Location Boring 4Field Sample ID 12/9/2019Date Submitted Test Results 12/11/2019 11:02:59 AMA27ResultFiner 75µm (%)AASHTO T 11MethodDescription Limits Test MethodDate Tested American Engineering Testing, Inc.St. Paul Albertville550 Cleveland Ave N 5548 Barthel Ind Dr, Ste 500St. Paul, MN 55114 Albertville, MN 55301(651) 659-9001 (763) 428-5573Toll Free: (800) 972-6364 www.amengtest.comReport No: MAT:19-26159-S4Issue No: 1 Project:2020 Lake Lucy Road and Trail Client:This document shall not bereproduced, except in full,without written approvalfrom American EngineeringTesting, Inc. Reviewed By: 12/16/2019Date of Issue: CC: Krystle Staker CHANHASSEN, CITY OF Chanhassen MNJob No:28-20260 Material Test Report Page 1 of 1© 2000-2018 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:19-26159-S4 N/AComments 432 Particle Size Distribution 79No.4 (4.75mm)61No.10 (2.0mm)49No.20 (850µm) 943/8in (9.5mm) 100¾in (19.0mm)97½in (12.5mm) % PassingSieve Size Method:AASHTO T 27, AASHTO T 11 Limits 12.6No.200 (75µm) 38No.40 (425µm)20No.100 (150µm) Date Tested:12/11/2019 On-siteSource Gravelly slightly plastic sandy loam with crushed limestone; AASHTO: A-1-bMaterial Sample Details 19-26159-S5Sample ID 12/5/2019Date Sampled GradationSpecificationAugerSampling Method RoadwayGeneral Location Depth: 7" - 20.5"Location Boring 5Field Sample ID 12/9/2019Date Submitted ResultOther Test Results MethodDescription Limits Tested By:Garrett Renken American Engineering Testing, Inc.St. Paul Albertville550 Cleveland Ave N 5548 Barthel Ind Dr, Ste 500St. Paul, MN 55114 Albertville, MN 55301(651) 659-9001 (763) 428-5573Toll Free: (800) 972-6364 www.amengtest.comReport No: MAT:19-26159-S5Issue No: 1 Project:2020 Lake Lucy Road and Trail Client:This document shall not bereproduced, except in full,without written approvalfrom American EngineeringTesting, Inc. Reviewed By: 12/16/2019Date of Issue: CC: Krystle Staker CHANHASSEN, CITY OF Chanhassen MNJob No:28-20260 Material Test Report Page 1 of 1© 2000-2018 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:19-26159-S5 N/AComments 433 Particle Size Distribution 84No.4 (4.75mm)68No.10 (2.0mm)54No.20 (850µm) 953/8in (9.5mm) 100¾in (19.0mm)100½in (12.5mm) % PassingSieve Size Method:AASHTO T 27, AASHTO T 11 Limits 14.9No.200 (75µm) 43No.40 (425µm)24No.100 (150µm) Date Tested:12/11/2019 On-siteSource Gravelly slightly plastic sandy loam with crushed limestone; AASHTO: A-1-bMaterial Sample Details 19-26159-S6Sample ID 12/5/2019Date Sampled GradationSpecificationAugerSampling Method RoadwayGeneral Location Depth: 6.5" - 16.5"Location Boring 7Field Sample ID 12/9/2019Date Submitted ResultOther Test Results MethodDescription Limits Tested By:Garrett Renken American Engineering Testing, Inc.St. Paul Albertville550 Cleveland Ave N 5548 Barthel Ind Dr, Ste 500St. Paul, MN 55114 Albertville, MN 55301(651) 659-9001 (763) 428-5573Toll Free: (800) 972-6364 www.amengtest.comReport No: MAT:19-26159-S6Issue No: 1 Project:2020 Lake Lucy Road and Trail Client:This document shall not bereproduced, except in full,without written approvalfrom American EngineeringTesting, Inc. Reviewed By: 12/16/2019Date of Issue: CC: Krystle Staker CHANHASSEN, CITY OF Chanhassen MNJob No:28-20260 Material Test Report Page 1 of 1© 2000-2018 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:19-26159-S6 N/AComments 434 Particle Size Distribution 63No.4 (4.75mm)48No.10 (2.0mm)36No.20 (850µm) 853/8in (9.5mm) 100¾in (19.0mm)92½in (12.5mm) % PassingSieve Size Method:AASHTO T 27, AASHTO T 11 Limits 8.5No.200 (75µm) 25No.40 (425µm)11No.100 (150µm) Date Tested:12/11/2019 On-siteSourceGravelly loamy sand with crushed limestone; AASHTO: A-1-aMaterial Sample Details 19-26159-S7Sample ID 12/5/2019Date Sampled GradationSpecificationAugerSampling Method TrailGeneral Location Depth: 4" - 10"Location Boring 10Field Sample ID 12/9/2019Date Submitted ResultOther Test Results MethodDescription Limits Tested By:Garrett Renken American Engineering Testing, Inc.St. Paul Albertville550 Cleveland Ave N 5548 Barthel Ind Dr, Ste 500St. Paul, MN 55114 Albertville, MN 55301(651) 659-9001 (763) 428-5573Toll Free: (800) 972-6364 www.amengtest.comReport No: MAT:19-26159-S7Issue No: 1 Project:2020 Lake Lucy Road and Trail Client:This document shall not bereproduced, except in full,without written approvalfrom American EngineeringTesting, Inc. Reviewed By: 12/16/2019Date of Issue: CC: Krystle Staker CHANHASSEN, CITY OF Chanhassen MNJob No:28-20260 Material Test Report Page 1 of 1© 2000-2018 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:19-26159-S7 N/AComments 435 On-siteSourceSlightly organic loam; AASHTO: A-6Material Sample Details 19-26159-S8Sample ID 12/5/2019Date Sampled Specification AugerSampling Method TrailGeneral Location Depth: 10" - 2'Location Boring 10Field Sample ID 12/9/2019Date Submitted Test Results CAoven-dried mass20445 3.196.9ResultAsh Content (%)ASTM D 2974MethodDescription Limits Organic Content (%)Furnace Temperature (°C)Moisture Content (%)Moisture contents are proportioned byMoisture Content Method (A or B)Ash Content Method (C or D) American Engineering Testing, Inc.St. Paul Albertville550 Cleveland Ave N 5548 Barthel Ind Dr, Ste 500St. Paul, MN 55114 Albertville, MN 55301(651) 659-9001 (763) 428-5573Toll Free: (800) 972-6364 www.amengtest.comReport No: MAT:19-26159-S8Issue No: 1 Project:2020 Lake Lucy Road and Trail Client:This document shall not bereproduced, except in full,without written approvalfrom American EngineeringTesting, Inc. Reviewed By: 12/16/2019Date of Issue: CC: Krystle Staker CHANHASSEN, CITY OF Chanhassen MNJob No:28-20260 Material Test Report Page 1 of 1© 2000-2018 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:19-26159-S8 N/AComments 436 Report of Geotechnical Exploration and Pavement Evaluation Review 2020 Lake Lucy Road and Trail Rehabilitation; Chanhassen, MN AMERICAN December 20, 2019 ENGINEERING Report No. 28-20260 TESTING, INC. Appendix D Geotechnical Report Limitations and Guidelines for Use 437 Appendix D Geotechnical Report Limitations and Guidelines for Use Report No. 28-20260 Appendix D - Page 1 of 2 AMERICAN ENGINEERING TESTING, INC. D.1 REFERENCE This appendix provides information to help you manage your risks relating to subsurface problems which are caused by construction delays, cost overruns, claims, and disputes. This information was developed and provided by ASFE1, of which, we are a member firm. D.2 RISK MANAGEMENT INFORMATION D.2.1 Geotechnical Services are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engineer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solely for the Client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one, not even you, should apply the report for any purpose or project except the one originally contemplated. D.2.2 Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. D.2.3 A Geotechnical Engineering Report is Based on A Unique Set of Project-Specific Factors Geotechnical engineers consider a number of unique, project-specific factors when establishing the scope of a study. Typically factors include: Clients goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise, do not rely on a geotechnical engineering report that was:  not prepared for you,  not prepared for your project,  not prepared for the specific site explored, or  completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect:  the function of the proposed structure, as when it’s changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse,  elevation, configuration, location, orientation, or weight of the proposed structure,  composition of the design team, or  project ownership. As a general rule, always inform your geotechnical engineer of project changes, even minor ones, and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. D.2.4 Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineering report whose adequacy may have been affected by: the passage of time; by man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctuations. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. 1 ASFE, 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone: 301/565-2733: www.asfe.org 438 Appendix D Geotechnical Report Limitations and Guidelines for Use Report No. 28-20260 Appendix D – Page 2 of 2 AMERICAN ENGINEERING TESTING, INC D.2.5 Most Geotechnical Findings Are Professional Opinions Site exploration identified subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ, sometimes significantly, from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. D.2.6 A Report’s Recommendations Are Not Final Do not over rely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engineers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report’s recommendations if that engineer does not perform construction observation. D.2.7 A Geotechnical Engineering Report Is Subject to Misinterpretation Other design team members’ misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geotechnical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review pertinent elements of the design team’s plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. D.2.8 Do Not Redraw the Engineer’s Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognizes that separating logs from the report can elevate risk. D.2.9 Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical engineering report, but preface it with a clearly written letter of transmittal. In the letter, advise contractors that the report was not prepared for purposes of bid development and that the report’s accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure contractors have sufficient time to perform additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. D.2.10 Read Responsibility Provisions Closely Some owners, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disciplines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their report. Sometimes labeled “limitations” many of these provisions indicate where geotechnical engineers’ responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. D.2.11 Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenvironmental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoenvironmental information, ask your geotechnical consultant for risk management guidance. Do not rely on an environmental report prepared for someone else. 439 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: February 28, 2022 RESOLUTION NO:2022-XX MOTION BY: SECONDED BY: A RESOLUTION ACCEPTING THE FEASIBILITY STUDY AND CALLING THE PUBLIC HEARING FOR THE 2022 LAKE LUCY ROAD REHABILITATION PROJECT NO. 20-03 WHEREAS,pursuant to resolution of the Council adopted December 9, 2019, a revised report has been prepared by WSB and Associates with reference to the above-referenced project, and this report is being received by the Council on February28, 2022; and WHEREAS,the report provides information regarding whether the proposed project is necessary, cost-effective, and feasible. NOW THEREFORE, BE IT RESOLVED bythe Chanhassen City Council: 1. The Council will consider the improvement of such project in accordance with the report and the assessment of abutting properties for a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the street improvements of $487,400. 2. Public hearing for the proposed improvements within the 2022 Lake Lucy Road Rehabilitation Project No. 20-03 shall be held on March 21, 2022in the Council Chambers of City Hall at 7:00 P.M. PASSED AND ADOPTED by the Chanhassen City Council this 28th day of February, 2022. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 440 City Council Item February 28, 2022 Item ITEM DELETED - Resolution 2022-XX: Approve Maintenance Agreement with Riley Purgatory Bluff Creek Watershed District File No.ENG: 2021 Pond Maintenance Project #21-13 Item No: E.10 Agenda Section CONSENT AGENDA Prepared By Joe Seidl, Water Resources Engineer Reviewed By Charlie Howley SUGGESTED ACTION N/A Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 441 City Council Item February 28, 2022 Item Resolution 2022-XX: Approve Quote from Shadywood Tree Experts for Ash Tree Removal and Stump Grinding File No.Item No: E.11 Agenda Section CONSENT AGENDA Prepared By Jill Sinclair, Environmental Resource Specialist Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving a quote from Shadywood Tree Experts for ash tree removal and stump grinding." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY In 2021, the City received a grant from the MN Dept. of Natural Resources (MNDNR) for Ash Tree Removal and Replacement. The City received quotes for the project from multiple vendors and seeks to accept the quote from Shadywood Tree Experts. BACKGROUND Emerald Ash Borer (EAB) is an insect native to Asia that arrived in Minnesota in 2009. Active management of the pest by state and local governments has significantly slowed the spread of the insect in Minnesota which has allowed communities to prepare responses for its inevitable arrival. EAB was confirmed in Chanhassen by the MN Dept. of Agriculture in January 2021. The City had been preparing for the eventual discovery of EAB within the city limits by chemically treating public ash trees as protection against EAB. The City had also been slowly removing ash trees in poor health each year. There are still a number of public ash trees that are not chemically protected and will need to be 442 removed within the next 2-4 years. The City applied for the grant from the MNDNR in order to schedule a larger number of removals and replacement plantings for this year. DISCUSSION The City of Chanhassen has undertaken a treatment program protecting valuable ash trees in city parks and along city streets. These trees have met the criteria of being healthy and at least 10” in diameter and greater. For public trees that do not meet the criteria, they are eventually scheduled to be removed. In 2021, the City of Chanhassen applied for and received a grant from the MNDNR to help cover the cost of removal and replacement of public ash trees. The grant budget is estimated to cover the costs of removing and replacing 50 ash trees. These 50 ash trees have been identified for removal and the City has received four quotes for removal and stump grinding. A different vendor will be selected for the replanting. The entire project, including the removal and replanting, is anticipated to start and be completed in 2022. BUDGET This is a planned maintenance activity and not a scheduled capital improvement. The City received four quotes for the tree removal and stump grinding: Contractor Quote Shadywood Tree Experts $28,980.00 Davey Tree $47,675.00 Cut Above Wood Co.$45,650.00 Precision Tree Care $45,150.00 The MNDNR grant funds will cover $20,360.00 and the remaining funding will come from the City's Forestry Management fund. RECOMMENDATION Shadywood Tree Experts have been awarded street tree pruning contracts in the past and with good results; therefore, staff recommends City Council adopt a resolution authorizing the Agreement. ATTACHMENTS Professional Services Agreement with Shadywood Tree Experts Resolution 443 1 201749v1 PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this ________ day of March, 2022 by and between the CITY OF CHANHASSEN,a Minnesota municipal corporation ("City") and SHADYWOOD TREE EXPERTS ("Contractor"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1.SCOPE OF SERVICES. The City retains Contractor for Ash Tree Removal and Stump Grinding. 2.CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents," all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A.This Professional Services Agreement; B.Request for quote including project specifications dated Feb. 7, 2022; C.Contractor’s proposal, Feb. 9,2022,for PruningServices (“Proposal”) for the City of Chanhassen. In the event of conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts, with Contract Document “A” having the first priority and Contract Document “C” having the last priority. 3.COMPENSATION. Contractor shall be paid by the City for the services described in the Proposal a not to exceed fee of Thirty Thousand Dollars ($30,000), inclusive of expenses. Services performed directly by Contractor shall be paid at an hourly rate in accordance with the Proposal, subject to the not to exceed fee. The not to exceed fees and expenses shall not be adjusted if the estimated hours to perform a task, or any other estimate or assumption is exceeded. Contractor shall bill the City as the work progresses. Payment shall be made by the City within thirty-five (35) days of receipt of an invoice. 4.COMPLETION DATE. Ash Tree Removals must be completed and in accordance with the Project Specifications by May 1, 2022and Stump Grinding must be completed and in accordance with the Project Specifications by June 1, 2022. 5.CHANGE ORDERS. All change orders, regardless of amount, must be approved in advance and in writing by the City. No payment will be due or made for work done in advance of such approval. 444 2 201749v1 6.COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Contractor shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 7.CONTRACTOR’S REPRESENTATIONS. Contractor has examined and carefully studied the Contract Project Specifications Document and other related data identified in the Contract Documents. A. Contractor has visited the Sites and become familiar with and is satisfied as the general, local, and Site conditions that may affect cost, progress, and performance of the Work. B. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. C. Contractor shall abide by and employ all necessary traffic safety measures along city roads and trails. D. Contractor will have an ISA Certified Arborist on site with all crews during all work. E. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 8.INDEMNIFICATION. Contractor shall indemnify and hold harmless the City, its officers, agents, and employees, of and from any and all claims, demands, actions, causes of action, including costs and attorney's fees, arising out of or by reason of the execution or performance of the services provided for herein and further agrees to defend at its sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising hereunder. 9.INSURANCE. Contractor shall secure and maintain such insurance as will protect Contractorfrom claims under the Worker’s Compensation Acts, automobile liability, and from claims for bodily injury, death, or property damage which may arise from the performance of services under this Agreement. Such insurance shall be written for amounts not less than: Commercial General Liability $2,000,000 each occurrence/aggregate Automobile Liability $2,000,000 combined single limit Professional Liability $2,000,000 each occurrence/aggregate The City shall be named as an additional insured on the general liability policy on a primary and non- contributory basis. Before commencing work, the Contractor shall provide the City a certificate of insurance evidencing the required insurance coverage in a form acceptable to City. 10.INDEPENDENT CONTRACTOR. The City hereby retains Contractor as an independent contractor upon the terms and conditions set forth in this Agreement. Contractor is not an employee of the City and is freeto contract with other entities as provided herein. Contractorshall be responsible for selecting the means and methods of performing the work. Contractorshall furnish any and all supplies, equipment, and incidentals necessary for Contractor’s performance under this Agreement. City and Contractoragree that Contractorshall not at any time or in any manner represent 445 3 201749v1 that Contractoror any of Contractor's agents or employees are in any manner agents or employees of the City. Contractor shall be exclusively responsible under this Agreement for Contractor’s own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 11.SUBCONTRACTORS. Contractor shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Contractor shall comply with Minnesota Statutes § 471.425. Contractor must pay subcontractors for all undisputed services provided by subcontractors within ten (10) days of Contractor’s receipt of payment from City. Contractor must pay interest of one and five-tenths percent (1.5%) per month or any part of a month to subcontractors on any undisputed amount not paid on time to subcontractors. The minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars ($100.00) or more is Ten Dollars ($10.00). 12.CONTROLLING LAW/VENUE. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County Minnesota. 13.MINNESOTA GOVERNMENT DATA PRACTICES ACT. Contractor must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Contractor pursuant to this Agreement. Contractor is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Contractor receives a request to release data, Contractor must immediately notify City. City will give Contractor instructions concerning the release of the data to the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Contractor’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 14.COPYRIGHT. Contractor shall defend actions or claims charging infringement of any copyright or software license by reason of the use or adoption of any software, designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom. 15.PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract requires, or the Contractor desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Contractor shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the City. If no such agreement is made or filed as noted, the Contractor shall indemnify and hold harmless the City from any and all claims for infringement by reason of the use of any such 446 4 201749v1 patented designed, device, material or process, or any trademark or trade name or copyright in connection with the services agreed to be performed under the Contract, and shall indemnify and defend the City for any costs, liability, expenses and attorney's fees that result from any such infringement. 16.RECORDS. Contractor shall maintain complete and accurate records of hours worked and number of crew involved in the performance of services for each work location. 17.ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising herein, without the written consent of the other party. 18.WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 19.ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 20.TERMINATION. This Agreement may be terminated by the City for any reason or for convenience upon written notice to the Contractor. In the event of termination, the City shall be obligated to the Contractor for payment of amounts due and owing including payment for services performed or furnished to the date and time of termination. Dated: _______________, 20__.CITY OF CHANHASSEN BY: _____________________________________________ Elise Ryan, Mayor BY: _____________________________________________ Laurie Hokkanen, City Manager Dated: _______________, 20__.SHADYWOOD TREE EXPERTS BY: _____________________________________________ Its 447 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: February 28, 2022__RESOLUTION NO: 2022-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING ENTERING INTO A CONTRACT WITH SHADYWOOD TREE EXPERTS FOR ASH TREE REMOVAL AND STUMP GRINDING WHEREAS,the City will remove and stump grind 50 ash trees this year to reduce the infestation and spread of emerald ash borer; and WHEREAS,public trees are considered green infrastructure and an asset to the community. Proper maintenance can provide public safety, long-term health, and increased value to the community; and WHEREAS,the existing ash trees are located in public parks and along public streets; and WHEREAS,the City received fourquotes for this year’s work and funding will come from a grant from the MNDNR and the City's Forestry Management Fund. The agreement will be set at a not-to-exceed amount of $30,000. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes entering into a contract with Shadywood Tree Experts for ash tree removals and stump grinding. PASSED AND ADOPTED by the Chanhassen City Council this 28 th day ofFebruary,2022. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 448 City Council Item February 28, 2022 Item Approve License Electric Vehicle Charging Station Offer from Carbon Solutions Group File No.Item No: E.12 Agenda Section CONSENT AGENDA Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Adopt Licensing Agreement with Carbon Solutions Group to install Electric Vehicle Charging Station at eight locations in the city Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY The City Council has previously discussed the EV charging station proposal on November 8, 2021 and February 14, 2022. CSG has made several changes to the proposal to reduce scope in response to feedback from staff and City Council. BACKGROUND CSG will provide a fixed lease payment of $5,040 annually plus utilization bonus, estimated at a total of $11,265 per year (at 20% utilization). Term of the agreement is 10 years, renewable for two 5-year terms with mutual agreement. Reduced Scope: CSG will install a network of 10 publicly available EV Charging Stations at 8 City of Chanhassen properties (see Page 3 of proposal for full list). (Reduced from 26 stations at 9 locations, removed Fire Station No. 2, and reduced numbers of chargers at most locations, including City Hall.) 449 CSG will install and operate charging infrastructure on City property at no cost. CSG is responsible for all costs associated with the design, permitting, equipment, and installation of the projects. CSG will pay operating costs for the term of the agreement to include maintenance of charging units and all utility cost. CSG expects to invest $1.39M over ten years. CSG is responsible for removal of equipment if project is discontinued. CSG does not receive exclusive access or rights to any site or City overall. EV Charging spots will not receive priority locations. If CSG and staff cannot agree on the locations of the parking spots at a location, that location will be removed from the program with no penalties other than the corresponding loss of revenue. EV charging stations will be available for a fee to residents and non-residents visiting City facilities and parks. CSG is tentatively planning to brand the Chanhassen locations through the ChargePoint network and has plans to offer subscription-based charging plans to provide drivers with discounted pricing for charging and/or a certain amount of kWh charging per month. DISCUSSION The proposal helps achieve the following identified goals and priorities from the 2021-2024 Strategic Plan: Financial Sustainability Limits the City's financial liability and risk Does not require any funds from the City Revenue generation Asset Management Provides EV pool vehicles to expand fleet and replace older vehicles (effective utilization and protection of assets). Development & Redevelopment Chanhassen would be among the first in Minnesota to build a charging network for the public's use (new innovative spaces and places) Chanhassen would not bear the cost or risk of the project (public-private partnerships) Provides convenience of EV stations throughout the city that benefit both the public and city fleet Economic Development draw to city for users seeking charging Operational Excellence Allows residents and businesses to more readily convert to EV, if they desire (improved operational effectiveness, including through the use of technology and innovation). See attached for the FlashVote survey conducted in November 2021 on this topic. The license agreement has been reviewed by the City Attorney. BUDGET RECOMMENDATION 450 Consider Agreement and vote to approve or notify CSG we are not interested. ATTACHMENTS FlashVote Updated CSG Proposal License Agreement with CSG Environmental Commission Letter to City Council dated 2-11-2022 Database of Municipal EV Chargers 451 452 453 454 455 456 457 458 459 Carbon Solutions Group Electric Vehicle Charging Station Offer City of Chanhassen February 24, 2022 460 Overview Carbon Solutions Group is a Distributed Decarbonization Platform that specializes in owning and operating electric vehicle charging infrastructure (EV Charging), distributed generation solar (DG Solar) and geothermal as a service (GaaS). Combining these business lines allows CSG to partner with cities, counties, colleges, and project developers to mitigate Scope 1, 2 & 3 emissions. CSG was founded in 2006 and is headquartered in San Diego with offices in Birmingham, Chicago, and Portland. Driving Decarbonization Cracking the challenge of decarbonizing the transportation sector requires a 2030 perspective. CSG’s community charging initiative, DirtRoad, envisions linked vehicle electrification projects in a community that enable people and automatons alike to charge at home, at work and at public charging hubs. DirtRoad brings electric vehicle charging amenities to communities, campuses, and commercial operators without risk, capital investment, or ongoing expenses. Benefits to Host ● Achieve Scope 3 sustainability objectives providing zero-CO21 electricity ● Eliminate the costs and risks of owning EV charging infrastructure ● Eliminate the electricity costs and demand charges from EV charging stations ● Eliminate operating expenses, including network fees, maintenance, and upgrades ● Attract unique EV drivers and creates new marketing opportunities ● Increase electric vehicle accessibility with new EV charging amenities ● Obtain long-term revenue streams from all installed EV Charging stations Deal Structure ● CSG will install and operate charging infrastructure at Host’s properties at no cost ● CSG is responsible for all costs associated with the design, permitting, equipment and installation of the projects ● CSG will pay operating costs for the term of the agreement to include maintenance of charging units and all utility costs ● CSG will provide a fixed monthly lease payment and variable, annual utilization bonus payment to Host for each charging station 1 CSG will provide Renewable Energy Credits (RECs) to cover electricity use 461 City of Chanhassen DirtRoad Charging Network CSG will install a network of 10 EV Charging Stations at 8 City of Chanhassen properties. Address Number of Chargers Charger Type Number of Parking Spaces Chanhassen City Hall 7700 Market Blvd. Chanhassen, MN 55317 1 1 Level 2 DCFC 180 kW 2 2 Lake Ann Park 1456 W 78th St. Chanhassen, MN 55317 1 DCFC 180 kW 2 Lake Susan Park 903 Lake Dr. Chanhassen, MN 55317 1 DCFC 180 kW 2 Bandimere Park 9290 Kiowa Trail Chanhassen, MN 55317 2 DCFC 24 kW 2 Chanhassen Rec Center 2310 Coulter Blvd. Chanhassen, MN 55317 1 DCFC 180 kW 2 Public Parking Near Medical Arts Bldg. 480 West 78th St. Chanhassen, MN 55317 1 DCFC 180 kW 2 Public Parking South of Tequila Butcher 1 DCFC 180 kW 2 Public Works Building 7901 Park Place, Chanhassen, MN 55317 1 DCFC 180 kW 2 462 EV Charging Spaces CSG will operate a total of 18 EV Charging Spaces serving the City of Chanhassen. EV Charging Spaces Level 2 2 DCFC 24 kW 2 DCFC 180 kW 14 Total Spaces 18 License Fees and Revenue Shares to City of Chanhassen City of Chanhassen will receive monthly License Fees and an annual Revenue Share from CSG for each charger installed. Monthly License Fee per Charger Level 2 $20.00 DCFC 24 kW $25.00 DCFC 180 kW $50.00 Annual Utilization Bonus per Charger (per Percent) Level 2 $15.00 DCFC 24 kW $25.00 DCFC 180 kW $50.00 The annual revenue share is based on the average utilization of each charger, with higher utilization resulting in a higher revenue share. The utilization bonus applies to each percent of utilization above a 5% threshold. Revenue Share = Average Utilization - 5% Threshold x Utilization Bonus 463 EV Charging Revenue for City of Chanhassen City of Chanhassen will generate over $225,300 in EV Charging Revenue during the next 20 years, based on an average utilization of 20% for each station. Years 1-20 Pro Forma EV Charging Revenue Share to City of Chanhassen Charger Type Charging Stations Monthly License Fee Annual Fixed Revenue 20% Utilization Bonus Annual Revenue 20-Years Revenue Level 2 1 $20 $240 $225 $465 $9,300 DCFC 24 kW 2 $25 $600 $750 $1,350 $27,000 DCFC 62.5 kW 7 $50 $4,200 $5,250 $9,450 $189,000 20-years Cumulative Revenue $225,300 Revenue Share Utilization Bonus Example: For a DCFC 180 kW station with 20% Average Utilization and 5% Threshold, the Utilization Bonus would be equal to $750.00. 20% Average Utilization - 5% Threshold x $50.00 Utilization Bonus/percent = $750.00 464 Cost Savings City of Chanhassen will benefit from a $1,398,915 savings in capital and operating expenses over ten years. EV Charging Stations Cost Savings Charger Type kW Charging Stations Charging Spaces kW Total Hardware Cost Install. Cost 10-year Op. Costs 10-year Total Cost L2 14.4 1 2 14.4 $8,210 $12,000 $15,256 $35,466 DCFC 24 2 4 48 $33,940 $70,000 $67,556 $171,496 DCFC 62.5 7 14 1,260 $416,787 $455,000 $320,166 $1,191,953 10-year Cost Savings $1,398,915 Development Timeline CSG will complete installation at each site location in approximately 6-12 months and work on the stations concurrently, electrifying 2 - 4 new site locations per month. Phase Weeks License Agreement 2 - 8 Draft Design & Engineering 2 - 4 465 Utility Design 4 - 16 Permitting 4 -16 Construction 4 - 8 Start to Completion 20 - 48 weeks Carbon Solutions Group wants to help City of Chanhassen exceed its sustainability objectives and will continually upgrade or add additional EV Chargers stations throughout the term as the community transitions to electric vehicles. Thank you for considering Carbon Solutions Group as City of Chanhassen’s Electric Vehicle Charging Station Infrastructure partner. We look forward to reviewing this offer with you at your earliest convenience. Sincerely, Kory Trapp VP Project Development 858.354.6273 mobile ktrapp@carbonsolutionsgroup.com 466 ELECTRIC VEHICLE CHARGING STATION LICENSE AGREEMENT This ELECTRIC VEHICLE CHARGING STATION LICENSE AGREEMENT (this “Agreement”), dated as of _______________, 2022 (the “Effective Date”), is between CSG EV, LLC, a Delaware limited liability company, d/b/a (“CSG”), and City of Chanhassen, a Minnesota City(“Host”). Each of CSG and Host is a “party,” and together they are the “parties,” to this Agreement. BACKGROUND A. CSG provides a variety of vehicle charging and support services to owners of electric plug-in vehicles (“EVs”); B. Having Electric Vehicle Charging Stations onsite allows Host to differentiate its location, attract high- value customers, and promote sustainable and environmentally sound transportation. C. Host desires to participate in CSG’s network of Electric Vehicle Charging Stations; and D. This Agreement sets forth the parties’ agreement with respect to Host’s grant of the License to CSG. AGREEMENT In consideration of mutual benefits and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereby agree as follows: 1.LICENSE; 1.1. Host Property. The Host is the Owner of the property described in Exhibit A, attached hereto, and made a part hereof (the “Host Property”). 1.2. Grant of License. Host, for good and valuable consideration, the sufficiency of which is acknowledged, grants to CSG a license (the “License”) to use a certain portion of Host Property specifically identified in Exhibit A and herein referred to as (the “Licensed Space”) for the purposes described in this Agreement, including but not limited to those described in Section 1.4 below. 1.3. License Fee. 1.3.1. CSG agrees to pay Host a license fee (the “License Fee”)of twenty dollars ($20) per installed Level 2 electric vehicle charging station, twenty five dollars ($25) per installed 24kW DCFC electric vehicle charging station, and fifty dollars ($50) per installed 62.5kW DCFC or greater charging station (as defined below) per month as consideration for the License herein. 1.3.2. Utilization Bonus. The Host will receive a Utilization Bonus for each charging station with Average Annual utilization of 6% or greater. The Utilization Bonus is calculated according to the table included in Exhibit B. 1.4. Use of Licensed Space. The License includes use of the Licensed Space and the areas of Host Property that are reasonably necessary to provide ingress and egress to and from the Licensed Space and the Electric Vehicle Charging Stations (as defined below); for the purposes of the construction, installation, maintenance, repair and operation of the grid integrated Electric Vehicle Charging Stations by CSG; and for any ancillary uses permitted herein, all in accordance with this Agreement) (collectively the “Necessary Space”). Access to and upon the Licensed Space and Host Property shall be done in such a manner as to allow the Host continued reasonable rights of ingress and egress. 1.5. Host Obligations. Subject to limitations contained herein, Host agrees to, at all times, make the Licensed Space and Necessary Space available to CSG, its subcontractors and vendors, and all users of the Electric Vehicle Charging Stations, in accordance with the Host’s city codes, ordinances and normal operations. 2.TERM; TERMINATION 2.1. License Term. 2.1.1. The term (“Term”) of the License shall commence on the Effective Date and, subject to the provisions of Section 2.2 below, end on the date that is ten (10) years from the Commencement Date (as extended from time to time, the “License Expiration Date”). The “Commencement Date” shall mean the date on which the Electric Vehicle Charging Station is first operational. CSG shall make its best efforts to have the first Electric Vehicle Charging Station operational no later than _________ , 20__. 2.1.2. CSG and the City of Chanhassen shall have the right to extend the Term of this Agreement for two (2) consecutive terms of five (5) years each in accordance with the terms and provisions of this 467 Agreement (collectively “Extended License Term”) if the parties have entered into a written amendment to extend the term within one hundred eighty (180) days of the end of the existing Term. The Extended License Term shall begin immediately following the end of the 10-year term. During the Extended License Term, CSG shall pay Owner the amounts set forth in Section 1.3 (the“License Fee”) 2.2. Termination. 2.2.1. Upon Certain Events. This Agreement may be terminated upon thirty (30) days’ written notice to either party without penalty or fee in any of the following circumstances: 2.2.1.1. In the case of termination by CSG, in the event that the commencement date has not yet occurred. for any project listed on Schedule I. CSG may elect to forgo development or modify the number and type of charging stations of saidprojectif CSG determines at its sole discretion that the installation is impracticable or uneconomical by providing written notice to Host; and 2.2.1.2. . . In the case of termination by Host, in the event the Commencement Date of the first project on Schedule A has not occurred within twenty-four (24) months following this Agreement Date; provided that the foregoing right shall terminate upon the Commencement Date of the first commenced project on Schedule A. For subsequent projects per Schedule A, Host will have the right to terminate that specific project from this agreement in the event that the Commencement Date of a specific project has not occurred within twenty-four (24) months from the time that CSG develops and presents electrical drawings to Host. 2.2.1.3. 2.2.2. For Cause. This Agreement may be immediately terminated for cause by either party in the event of the following circumstances: 2.2.2.1.Breaches. The other party breaches or fails to perform any of its obligations in any material respect, and such breach or failure continues uncured for forty-five (45) business days after receipt of written notice. 2.2.2.2.Assigns. The other party attempts to assign or otherwise transfer its rights, obligations, or duties under this Agreement except as provided in section 8.5 below. 2.2.2.3. Insolvent.The other party become insolvent or proceedings are instituted by or against it under any provisions of any federal or state bankruptcy or insolvency laws. 2.2.3. Licensed Space on Termination. Within ninety (90) calendar days following the expiration of the License Term or termination under Section 2.2, CSG shall remove the Electric Vehicle Charging Stations and any other supporting or ancillary equipment installed by CSG from the Licensed Space and restore the affected area to its former condition, excluding ordinary wear and tear; provided, however, that any underground electrical wiring shall be capped off and secured, but not removed. For the avoidance of doubt, CSG will not remove any equipment installed by a utility, which may include but may not be limited to: transformers, junction boxes, primary cable and conduit and electric meters and panels. Notwithstanding the foregoing, the Parties may elect for Host to take possession and ownership of the Electic Vehicle Charging Stations for an agreed upon price. 2.2.4. No Further Obligations. Upon any termination pursuant to this ARTICLE 2, both parties are relieved of any further obligations contained in this Agreement, except for those that by their nature survive or may require performance after termination (e.g., indemnity). 3.ELECTRIC VEHICLE CHARGING STATIONS 3.1. Electric Vehicle Charging Stations; Ancillary Facilities. 3.1.1. The design, make, model, and manufacturer of the Electric Vehicle Charging Stations (each an “Electric Vehicle Charging Station” or “Charging Station”) and their number and approximate locations are specified in Exhibit A. CSG, at any time and for any reason during the License Term, may elect to upgrade, revise, alter, or swap any Charging Station installed in the Licensed Space at its sole discretion and Host shall provide CSG access to the Licensed Property as necessary to do so. 3.1.2. For purposes of this Agreement, “Electric Vehicle Charging Station” shall mean all electrical equipment, hardware, and software installed by CSG, the Charging Stations, all CSG signage and all supporting equipment and structures, including without limitation concrete pads and protective bollards. 3.2. CSG may, with Host’s prior approval, include at the Licensed Space other additional services related to charging of electric vehicles, equipment, or facilities for automobile upkeep that CSG may elect to offer its customers from time to time during the Term. Additionally, CSG and its employees and vendors may, with Host’s prior approval, perform security assessments and install (or add additional) reasonable security features at the Electric Vehicle Charging Stations, including, without limitation, lighting, and cameras. 3.3. Access. CSG, its subcontractors, vendors and customers shall have access to the Licensed Space and Necessary Space twenty-four (24) hours per day, seven (7) days per week, and 365/366 days per year. CSG 468 and its employees and vendors may, at any time during the Term, access the Licensed Space and Host Property to maintain, inspect, repair, or replace any portion of the Electric Vehicle Charging Stations pursuant to its obligations under this Agreement. In the event that the actions of Host, its officers, agents, employees, contractors, or assigns prevent or limit access for more than two (2) days after Host’s receipt of written notice thereof, the total monthly License Fee owed under section 1.3 shall be reduced by the pro rata value of the monthly License fee attributable to each day that Access is limited or prevented, for so long as such interruption may last, except as provided by section 8.9 herein. Any reduction of the License Fee under this paragraph may be deducted from the License Fee paid the following month. 3.4. Signage. Signage at minimum will include what is legally required per law for electric vehicle charging stalls. Additionally, CSG may paint, place, erect, or project signs, marks, or advertising devices in, on, or about the Licensed Space or elsewhere on the Host Property upon obtaining Host’s written consent (which may be granted or denied in Host’s commercially reasonable discretion). CSG shall, at its own cost and expense, obtain any and all permits necessary for the installation of its signs, and CSG shall be solely responsible for all costs and expenses associated with such permitting, the erection of such sign(s), and the maintenance and operation thereof. Further, CSG and Host also agree to place signage on or around the Electric Vehicle Charging Station, designating the area as “Electric Vehicle Charging Only,” and will take reasonable measures to discourage non-EV vehicles from parking in the Licensed Space, including, without limitation, towing. Host agrees that it shall not place any signs, marks,or advertising devices on any portion of the Electric Vehicle Charging Station or in the Licensed Space without CSG’s prior written consent. 3.5. Installation. 3.5.1. CSG, at its sole cost, is solely responsible for supervising or conducting the construction and installation activities for the Electric Vehicle Charging Station, and, as between the parties, has sole control over construction, construction schedule, and installation means, methods, techniques, sequences, and procedures, including the coordination of all work. Any construction and installation activities must be performed by a licensed contractor. 3.5.2. CSG shall be solely responsible for all installation activities, as well as all other activities as set forth in this Agreement required to support the operation of the charging stations and services therewith, for the Electric Vehicle Charging Station, including furnishing all permits, materials, equipment, and labor required for the installation, maintenance, operation, any necessary replacement and removal of the Electric Vehicle Charging Station. This includes but is not limited to all work related to the development of plans and documents for the Electric Vehicle Charging Stations, including plans and documents for supplying power to the Electric Vehicle Charging Stations per all applicable laws and regulations, including applicable utility standards and the requirements of governmental agencies with jurisdiction. Except as may otherwise be limited by law, CSG shall be responsible for all loss and damage, directly and indirectly, which may arise out of the services provided in this Agreement, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the work, unless such loss or damage arises, solely or in part, due to the negligence, recklessness, or intentional conduct of the Host, in which case the Parties shall be responsible for such loss or damage in proportion to their respective degrees of fault. Following the installation, CSG shall activate and test the Electric Vehicle Charging Station. 3.5.3. Before beginning activities to install the Electric Vehicle Charging Station in the Licensed Space, CSG shall give a copy of the tentative construction schedule,installation plans, Charging station specifications, and Charging Station locations to Host for its approval, which is not to be withheld unless plans conflict with Host use of property,facilities or requirementsthereof. No work will begin until all applicable permits and certifications have been obtained. Once parties’ respective demonstration that all insurance coverages required by this Agreement are in place, CSG will oversee and manage the installation of the Electric Vehicle Charging Station, including the hiring and coordination of all vendors and contractors; the installation of electrical equipment, utility lines, hardware, and software; site preparation, trenching, repaving, and landscaping; and installation of all CSG branded signage. 3.5.4. CSG, at its sole cost, will obtain from applicable governmental authorities all licenses, permits, or other approvals required to install the Electric Vehicle Charging Station, and Host will reasonably cooperate upon request with CSG’s efforts to do so. 3.5.5. Host grants to CSG and its employees and vendors the non-exclusive right to use and occupy the Licensed Space and Host’s Property for the construction and installation of the Electric Vehicle Charging Station and shall confine its operations strictly to those sites permitted by applicable law, ordinances, permits, Host, and the terms of this Agreement. Only those materials and equipment that are being used directly in the construction and installation of Electric Vehicle Charging Station shall be brought to and stored on the Licensed Space and its adjacent areas. CSG shall ensure that, subject to reasonable and unavoidable interruptions, all work is performed in a manner that affords continuous, reasonable access to Host Property.469 3.5.6. CSG will not permit or suffer any mechanic’s or materialmen’s liens to attach to the Licensed Space as a result of the installation of the Electric Vehicle Charging Station. If such a lien attaches to the Licensed Space, CSG shall remove or bond over such lien at CSG’s sole cost and expense, within twenty (20) days of CSG receiving written notice thereof from Host. 3.5.7. Ownership of Intellectual Property and Charging Stations. CSG owns all worldwide right, title, and interest in and to the Electric Vehicle Charging Station, its related hardware, software, and all derivatives thereof; any processes, relationships, and contracts associated therewith; all related graphics, user interfaces, logos, and trademarks reproduced during its operation; and all Intellectual Property rights therein. Host hereby assigns all such rights to CSG and agrees to execute any documents desirable to effectuate or evidence the foregoing. The foregoing rights shall vest with CSG upon the Effective Date and shall remain with CSG in perpetuity absent CSG’s disposing or transferring of such rights at its sole discretion. CSG shall have the right to remove all or a portion of the Charging Station at any time during the License Term, whether or not said items are considered fixtures and attachments to the Licensed Space under applicable laws. CSG shall be responsible for restoring the Host Property to reflect a pre-project condition per section 2.2.3. CSG shall have sole right and title to any government grants, rebates, incentives, and credits awarded as a result of the construction and/or operation of the charging stations. 3.6. Operation and Maintenance. Except as otherwise provided in this Agreement, CSG will, at its sole cost and expense, maintain and operate the Electric Vehicle Charging Station, including maintaining the cleanliness and proper working order of the Electric Vehicle Charging Stations and Licensed Space at all times, ensuring the proper care and maintenance of the area immediately surrounding the Electric Vehicle Charging Stations, making all necessary repairs, arrange for appropriate remote monitoring, and obtaining and installing appropriate software and hardware upgrades. CSG shall regularly provide inspection services to ensure all equipment is properly checked, tested, and activated for safe and proper operation. CSG shall provide a a network communications system capable of monitoring the Electric Vehicle Charging Stations for error or malfunction at all times. CSG shall address repairs or replacements of non-functioning Electric Vehicle Charging Stations within five (5) calendar days of notice of such issues provided, however, that CSG shall not be responsible for delays in procurement of replacement components or materials. CSG shall, other than expressly stated herein, be the sole beneficiary of all revenues and costs associated with the foregoing. All damage or injury to the Electric Vehicle Charging Stations, whether requiring structural or nonstructural repairs, shall be repaired by CSG at CSG’s sole cost and expense, to the condition that existed before the damage, , other than in cases where damage is caused by Host. 3.7. Host Obligations. Host shall, at its sole cost and expense, take all actions necessary to maintain the Licensed Space in a clean, safe, and orderly condition, to at least the same standard as it customarily maintains the common areas at the Host Property, including, without limitation, parking lot sweeping, parking lot snow removal, parking lot repaving and restriping, and maintenance and repair of curbs, gutters, and landscaping features within the Licensed Space. In addition, Host shall take reasonable precautions to protect the Electric Vehicle Charging Station from graffiti and other vandalism. For the avoidance of doubt, Host shall be under no obligation to maintain the Electric Vehicle Charging Station, signage or any other equipment installed by CSG within the Licensed Space. To the extent Host has actual knowledge of the same, Host shall promptly notify CSG and, as appropriate, emergency response personnel regarding any malfunction of the Electric Vehicle Charging Station. Host shall make commercially reasonable efforts to accommodate any reasonable request by CSG in connection with the operation of the Charging Station upon mutual agreement. 3.8. Utility Availability. 3.8.1. CSG shall be responsible for all electricity costs of the Electric Vehicle Charging Station. CSG shall, at its sole expense, either (i) ensure that the Electric Vehicle Charging Stations contains separately- metered electricity with CSG as the customer of record for such meter, or (ii) install one or more sub-metering devices which measure in kWh the electricity used by the Electric Vehicle Charging Station, in which case CSG will pay Host for the electricity used by the Electric Vehicle Charging Station at the applicable per kWh rate, or as otherwise mutually agreed by the parties. 3.8.2. Host shall cooperate with CSG to obtain electricity and any other utilities necessary to operate the Electric Vehicle Charging Station, including by granting appropriate easements to local utility providersfor the location of necessary utilities; provided, however, that Host is not required to pay money to satisfy the requirements of the utility, or CSG associated with the provision of such utilities. 3.8.3. Neither Host nor CSG has any responsibility or liability for interruption, curtailment, failure, or defect in the supply or character of utilities furnished to facilities or equipment located in the Licensed Space, unless the cause of the interruption is covered by the party’s indemnity provided for in ARTICLE 7.470 3.9. Taxes. CSG is solely responsible for personal property taxes imposed on the Electric Vehicle Charging Station, and any other equipment installed by it, that is located in the Licensed Space. 3.10.CSG represents and maintains that it is skilled in the professional calling necessary to perform the services required by this Agreement. CSG’s services will be performed in accordance with generally accepted professional practices and principles and in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. CSG warrants that all employees and contractors shall have sufficient skill and experience to perform the work assigned to them. CSG represents that it, its employees, and contractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the services required by this Agreement and that such licenses and approvals shall be maintained throughout the term of this Agreement. 4.INTELLECTUAL PROPERTY; PUBLICITY 4.1. Intellectual Property. As used in this Agreement, “Intellectual Property” means all copyrights, patents, trademarks and service marks, names, logos, designs, domain names, generic Top-Level Domain names, all registrations for copyrights, patents, trademarks and service marks/names, domain names, generic Top- Level Domain names, trade secrets, know-how, and all unique concepts, information, data and knowledge that is eligible for legal protection under applicable laws as intellectual property, whether protected through confidentiality, registration or pending registration, regardless of form, whether disclosed in writing, electronically, orally or through visual means, whether learned or obtained orally, through observation, through the discharge of responsibilities under this Agreement, or through analysis of that information, data or knowledge. 4.1.1.Host Intellectual Property. The parties agree that, as between them, Host has and retains ownership of all of Host’s Intellectual Property, and CSG has no right, and shall not obtain any right, in any Host Intellectual Property. 4.1.2.CSG Intellectual Property. The parties agree that, as between them, CSG has and retains ownership of all of CSG’s Intellectual Property, and Host has no right, and shall not obtain any right, in any CSG Intellectual Property. 4.2. Ownership of Drawings and Other Documents. All documents prepared by or under the direction of CSG pursuant to this Agreement, including, without limitation, drawings, surveys, technical drawings, specifications, and other documents, including those in electronic format, are solely and exclusively CSG Intellectual Property, and CSG retains all common law, statutory and other reserved rights, including the copyright. 4.3. Publicity. 4.3.1. CSG and Host may make general press releases and statements, hold press conferences, both through traditional and electronic media, including websites created by CSG or other third parties, regarding the execution of this Agreement and the status of the activities contemplated herein. 4.3.2. Notwithstanding anything to the contrary within this Agreement, CSG may advise mapping services, the manufacturers of vehicle navigation systems, map data providers, and other third-parties of the existence, location, and other details of the Electric Vehicle Charging Stations at the Licensed Space so that such services and manufacturers may include such information in connection with their mapping and listing services and navigation systems; and CSG may disclose to the public information about the location of the Electric Vehicle Charging Stations and the progress of its construction as required by governmental authorities. In addition, the parties may provide copies of this Agreement or portions hereof to utility providers, governmental authorities, and/or third parties referenced in Section 5.2.1 as reasonably necessary or desirable to facilitate or effectuate the intents and purposes of this Agreement. 5.REPRESENTATIONS AND WARRANTIES; COVENANTS 5.1. Representations and Warranties. Each of Host and CSG hereby represents and warrants to the other as of the Effective Date that: (a) it has all necessary power and authority to execute, deliver, and perform its obligations hereunder; (b) the execution, delivery, and performance of this Agreement have been duly authorized by all necessary action and do not violate any of the terms or conditions of its governing documents, any contract to which it is a party, or any law, rule, regulation, order, judgment, or other legal or regulatory determination applicable to it; (c) there is no pending or, to its knowledge, threatened litigation or administrative proceeding that may materially adversely affect its ability to perform this Agreement; (d) it is duly organized and validly existing under the laws of the jurisdiction of its organization or incorporation and, if relevant under such laws, in good standing; (e) this Agreement constitutes a legal, valid and binding obligation of such party, except as the enforceability of this Agreement may be limited 471 by the effect of any applicable bankruptcy, insolvency, reorganization, moratorium or similar laws affecting creditors’ rights generally and by general principles of equity; and (f) at all times during the Term, it will comply with all federal, state, and local laws, rules, regulations (including, without limitation, all zoning ordinances and building codes) in performing its obligations under this Agreement. 5.2. Rights to Host Property. Permitted Uses on Host Property. 5.2.1. Host further represents, warrants and covenants that it has obtained or it shall obtain any and all consents, permits or approvals required in order for Host to grant the License and other rights and perform its obligations under this Agreement, and for CSG to take the actions with respect to the Licensed Space contemplated in this Agreement, from any third parties: (i) with an interest in the Host Property (including, without limitation, any owner, lender, lessee, ground lessor, or any party to any reciprocal easement agreement); (ii) whose consent is otherwise required under conditions, covenants and restrictions documents, declarations or similar agreements affecting the Host Property: or who exercise governmental or regulatory jurisdiction over the Host Property, including local and state governments. When obtaining consent, permit or permissions is required, Host and CSG shall use cooperative commercially reasonable efforts to contact and educate the applicable third parties of the terms, conditions, and benefits of the activities proposed to be taken pursuant to this Agreement. As part of that effort, the parties will, on request, include applicable necessary third parties as additional named insureds on the insurance policies required by ARTICLE 6, offer appropriate indemnities on terms similar to those stated in ARTICLE 7, satisfy reasonable third party requests and concerns regarding the Electric Vehicle Charging Stations and related items, and take other commercially reasonable steps required to obtain any required consent, permits or permissions of those third parties that is consistent with this Agreement. 5.2.2. Host further represents and warrants that there are no liens, judgments, encumbrances, or other impediments of title on the Host Property that would adversely affect the use or occupancy of the Licensed Space by CSG pursuant to this Agreement, and during the Term of this Agreement covenants to maintain the Host Property free of any such liens, judgments, encumbrances or other impediments. 6.INSURANCE; CASUALTY AND CONDEMNATION 6.1. CSG Insurance. 6.1.1. During the License Term, CSG shall maintain in full force and effect, at its cost and expense, the following coverages and amounts of insurance: 6.1.1.1. Full replacement cost Property Insurance (written on a “special perils” basis) for the Electric Vehicle Charging Stations and all other personal property, machinery, equipment and trade fixtures owned by CSG; 6.1.1.2. Statutory Worker’s Compensation Insurance, and Employer’s Liability limits of $1,000,000.00 per accident/per employee; 6.1.1.3. Commercial General Liability Insurance, written on an occurrence basis, covering bodily injury (including death), personal injury, and property damage, with limits of not less than $1,000,000.00 per occurrence, that includes coverage for contractual liability, independent contractors,premises/operations, products/completed operations, and cross liabilities/separation of insureds; CSG shall consider its own insurance primary, and shall not seek contribution from similar insurance being maintained by the Host, but only as to the negligent acts or omissions of CSG or the CSG Parties. 6.1.1.4. Automobile Liability with a combined single limit of $1,000,000.00 that includes coverage for owned, non-owned and hired vehicles; and 6.1.1.5. $5,000,000.00 in excess liability coverage per occurrence, for injuries, losses, claims for damages to persons or property occurring on the Licensed Space, and resulting from the use of the Electric Vehicle Charging Station, the occupancy of the Licensed Space and/or the negligence of CSG and its agents, contractors, employees or invitees, which coverage shall sit excess of the scheduled underlying General Liability, and Automobile Liability and Employer’s Liability Insurance policies with exclusions that are no more broad that those contained in the underlying policies. 6.1.2.The insurance required under this Section 6.1 shall not be cancelable without thirty (30) days advance written notice to Host. 6.1.3. With respect to CSG’s Commercial General Liability Insurance, Automobile Liability Insurance and Excess Liability Insurance, include Host, its elected officials, officers, employees, agents, and volunteers as additional named insureds by original endorsement with respect to liability arising out 472 of the ownership, maintenance or use of the Electric Vehicle Charging Station or the Licensed Space prior to commencement of services. 6.1.4. For any claims related to this Agreement, CSG’s insurance coverage shall be primary with respect to the Host and its respective elected officials, officers, employees, agents, and volunteers. Any insurance maintained by Host and its respective elected officials, officers, employees, agents, and volunteers shall be in excess of CSG’s insurance and shall not contribute with it. For Worker’s Compensation and Employer’s Liability Insurance only, the insurer shall waive all rights of subrogation and contribution it may have against Host, its elected officials, officers, employees, agents and volunteers. 6.1.5. Annually, CSG shall provide Host with a certificate of insurance and endorsements, evidencing the required coverages. 6.2. . Host Insurance 6.2.1. During the License Term, Host shall maintain in full force and effect standard municipal liability coverage through the League of Minnesota Cities Insurance 6.3. Policy Requirements. The insurance policies required under Sections 6.1 shall: 6.3.1. be issued by insurance companies licensed to do business in the state in which the Host Property is located, with a general policyholder’s ratings of at least “A-” and a financial rating of at least “Class VIII,” in the most current Best’s Insurance Reports available on the Commencement Date; if the Best’s ratings are changed or discontinued, the parties shall agree to a comparable method of rating insurance companies; 6.4. Waiver. Anything in this Agreement to the contrary notwithstanding, to the extent covered by any property insurance maintained (or required to be maintained) hereunder, each party hereby waives every right or cause of action for any and all loss of, or damage to (whether or not such loss or damage is caused by the fault or negligence of the other party or anyone for whom said other party may be responsible) the Host Property, the Licensed Space, the Electric Vehicle Electric Vehicle Charging Stations, or any improvements on any of the foregoing, or to the personal property of either party, or their respective affiliates, representatives, agents, officers, directors, managers, members, shareholders, partners, contractors, or employees, regardless of cause or origin. These waivers and releases shall apply between the parties, and they shall also apply to any claims under or through either party as a result of any asserted right of subrogation. 6.5. Casualty and Condemnation. 6.5.1. Damage. If any portion of the Licensed Space is damaged by fire or other casualty; or any portion of the Host Property is damaged by fire or other casualty caused by the negligent act or omission of CSG, CSG will have thirty (30) days from date of such fire or casualty to elect to repair the property with notice of such intent delivered in writing to Host. If no written notice is received by Host within that thirty-day period, then either party may, within forty-five (45) days of the date of such fire or other casualty elect to terminate the License on written notice to the other party. If CSG elects to repair such property, it shall restore, rebuild, or replace those portions of the Electric Vehicle Charging Station in the Licensed Space and any other property damaged as a result of such fire or other casualty to its prior or better condition as necessary, and all property insurance proceeds of Host applicable to the Licensed Space shall be made available to CSG in connection with such repair and restoration. If CSG elects to terminate the License, it shall remove all of CSG’s property from the Licensed Space in accordance with Section 2.2.2 of this Agreement. Any repair and restoration required by CSG under this Section 6.5.1 shall commence within sixty (60) days of the date CSG elects to repair and restore the Licensed Space and shall be completed no later than 180 days thereafter. 6.5.2. Condemnation/Taking. If any portion of the Licensed Space or Host Property is condemned or taken in any manner for a public or quasipublic use that could adversely affect the use of the Electric Vehicle Charging Station, then CSG may elect to terminate this Agreement effective as of the date title to the condemned portion of the Host Property is transferred to the condemning authority. If CSG does not elect to terminate, the parties will use commercially reasonable efforts to find an alternate location for the Electric Vehicle Charging Stations elsewhere on Host Property. The costs of the relocation of the Electric Vehicle Charging Stations shall be paid by CSG. CSG may file a separate claim to the condemning authority for any relocation award made as a result of such condemnation; provided, however, in no event shall such claim reduce the Host’s award related to the condemnation or taking. 6.5.3. Suspension of Term. During any time that the Electric Vehicle Electric Vehicle Charging Station or any portion of the Licensed Space is under repair or being relocated pursuant to this Section 6.5, the Term shall be temporarily suspended on a day-for-day basis and the total monthly License Fee owed under section 1.3 shall be reduced by the pro rata value of the monthly License fee attributable to 473 each day that Access is limited or prevented, for so long as such interruption may last, except as provided by section 8.9 herein. 7.INDEMNITY; LIMITATION OF LIABILITY 7.1. CSG. Subject to Sections 6.4, and 7.3, CSG shall indemnify and hold harmless Host, its elected and appointed officials, employees, and agents (individually, “Host Party” and, collectively, the “HostParties”) from and against all claims, demands, causes of action, liabilities, costs, damages, losses, penalties, fines, judgments or expenses, including reasonable attorneys’ fees and costs of collection (collectively, “Losses”), including but not limited to Losses arising from injuries to or death of persons (CSG’s employees included), for damage to property, including property owned by the Host, for any violation of any federal, state, or local law or ordinance or any manner arisint out of, pertaining to, or resulting (i) any breach by CSG of its obligations, representations or warranties under this Agreement, or (ii) any acts, errors, or omissions, or the willful misconduct or negligence of CSG, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of this Agreement, except to the extent caused by the sole negligence or willful misconduct of any Host Party The obligations of CSG under this Section shall survive the expiration, cancellation, or termination of this Agreement and Term. Under no circumstances shall the insurance requirements and limits set forth in this Agreement be construed to limit CSG’s indemnification obligation or other liability under this Agreement. 7.2. Host. No officer or employe of Host shall be personally lible to the CSf, or any succer-in-interest, in the event of any default or breach by Host for any amount which may become due to the CSG or its successor, or for breach of any obligation of the terms of this Agreement. Notwithstanding anything to the contrary, the Host’s liability under this Agreement is subject to the the statutory limits of liability provided under Minn. Stat. Ch. 466, 7.3. Limitation of Liability. In no event shall either party be liable (in contract or in tort, including negligence and strict liability) to such other party or its Related Parties for any special, indirect, or consequential damages relating to the Agreement. The entire liability of each party for any and all claims of any kind arising from or relating to the Agreement will be subject in all cases to an affirmative obligation on the part of the other party to mitigate its damages. Each party’s total liability for any and all liability to the other party and to such other party’s affiliates or their respective representatives, agents, officers, directors, shareholders, partners or employees (on an aggregate basis) arising out of or in connection this Agreement whether in contract or in tort (including negligence and strict liability) shall not exceed the greater of ONE MILLION FIVE HUNDRED THOUSAND DOLLLARS ($1,500,000.00) or, if insurance coverage is applicable, the insurance coverage limits required under this Agreement. The provisions of this Section 7.3 shall apply to the full extent permitted by law and shall survive termination of this AgreementThe entire liability of each party for any and all claims of any king arising from or relating to the Agreement will be subject in all cases to an affirmative obligation on the part of the other party to mitigate its damages. 8.MISCELLANEOUS 8.1. Brokers. CSG hereby represents to Host that CSG has dealt with no broker in connection with this Agreement. Host hereby represents to CSG that Host has dealt with no broker in connection with this Agreement. Each party agrees to indemnify and hold the other party, its members, principals, beneficiaries, partners, officers, directors, employees, and agents, and the respective principals and members of any such agents harmless from all claims of any brokers claiming to have represented such party in connection with this Agreement. 8.2. Independent Agreements. The parties acknowledge and agree that the rights and obligations under the Agreement are separate and independent from, and shall not be conditioned on or affected by the performance or non-performance of the terms of, any other agreement between CSG and Host. 8.3. Survival of Covenants. The covenants, representations, and agreements of Sections 2.2.3, 2.2.4, 3.56, 3.6, 4.1, 4.2, 4.3.2, 5.1, 6.4, 7, and 8 shall survive the expiration, termination, or cancellation of this Agreement, regardless of reason. 8.4. Notice. Any notice provided or permitted to be given under this Agreement must be in writing and be served either by (i) deposit in the mail, addressed to the party to be notified, postage prepaid, and registered or certified, with a return receipt requested, or (ii) deposit with an internationally recognized overnight delivery carrier, with notice of delivery to the recipient party. Notice given by registered or certified mail or overnight carrier shall be deemed delivered and effective on the date of delivery shown on the return receipt or proof of receipt. For purposes of notice the addresses of the parties shall be as follows: If to CSG:474 CSG EV LLC 600 B Street Suite 300 San Diego, CA 92101 Attn: Kory Trapp, V.P. Project Development If to Host: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Attn: City Manager Each party may change its address for notice by giving notice thereof to the other party. 8.5. Assignment. This Agreement is binding on and inures to the benefit of the parties and their respective heirs, successors, assigns, and personal representatives. Neither party may assign its rights and obligations in and under this License without first obtaining prior written consent of the other party, which shall not be unreasonably withheld; provided, however, that either party may assign its rights and obligations in and under the Agreement to an affiliate, subsidiary or successor by merger or acquisition, or successor to all or substantially all or a portion of the assets of such party at any time and without consent. For the avoidance of doubt, and notwithstanding anything to the contrary within this Agreement, assignment or transfer of all or a portion of Host’s interests in the Host Property shall not require the consent of CSG, subject to such assignee or transferee assuming all of Host’s obligations and liabilities of this Agreement. Notwithstanding anything to the contrary herein, CSG may assign its rights and obligations in and under this Agreement, at its sole discretion, without consent, to any third-party transferee of all or substantially all of CSG’s interest in the Electric Vehicle Charging Station, subject to its provision of written notice thereof to Host. 8.6. Independent Entities. The parties shall act as and remain independent entities in the performance of this Agreement. Nothing in the Agreement shall be deemed or construed to create a joint venture, partnership, fiduciary, or agency relationship between the parties for any purpose, and the employees of one party shall not be deemed to be the employees of the other party. Except as otherwise stated in this Agreement, neither party has any right to act on behalf of the other, nor represent that it has such right or authority. 8.7. Governing Law. This Agreement shall be governed by and interpreted in accordance with the internal laws of the State of Minnesota without giving effect to conflict of law rules. The parties further agree that all actions brought under this Agreement shall be brought in the courts located in HennepinCounty, regardless of location of the Host Property. 8.8. Further Assurances. Each party agrees to execute (and acknowledge, if requested) and deliver additional documents and instruments and to perform additional acts as may be reasonably necessary or appropriate to effectuate, carry out, and perform all of the terms, provisions and conditions of this Agreement. 8.9. Force Majeure. Change in Law. Neither party is responsible for any delay or failure in performance of any part of the Agreement to the extent that delay or failure is caused by fire, flood, explosion, war, embargo, government requirement, civil or military authority, act of God, act or omission of carriers, suppliers or other similar causes beyond the party’s control. If any rule, directive, order, decision, or law adversely impacts the ability for CSG to perform its obligations under the Agreement without becoming licensed or otherwise regulated by a public utility commission or analogous agency in the relevant jurisdiction, CSG may, at its option, immediately suspend performance under the Agreement and/or terminate the Agreement upon notice to Host and without penalty. 8.10.Attorneys’ Fees; Waiver of Jury Trial. If either party institutes a suit against the other for violation of or to enforce any covenant, term or condition of this Agreement, the prevailing party shall be entitled to reimbursement of all of its costs and expenses, including, without limitation, reasonable attorneys’ fees. The parties hereby waive any and all rights which either party may have to request or require that a jury determine any fact, matter, controversy, dispute or litigation between them, or render any judgment or decision, in any way concerning this Agreement, and agree that any and all litigation between them arising from or in connection with this Agreement shall be determined by a judge sitting without a jury. 8.11.No Waiver. The failure of a party to insist on strict performance of any provision of the Agreement does not constitute a waiver of, or estoppel against asserting, the right to require performance in the future. A 475 waiver or estoppel given in any one instance does not constitute a waiver or estoppel with respect to a later obligation or breach. 8.12.No Third-Party Beneficiaries. This Agreement does not confer any rights or remedies on any person other than the parties and their respective successors and permitted assigns. 8.13.Remedies. The rights and remedies provided by this Agreement are cumulative, and the use of any right or remedy by any party does not preclude or waive its right to use any or all other remedies. These rights and remedies are given in addition to any other rights a party may have under applicable law, in equity or otherwise. 8.14.Integration; Amendments. It is agreed and understood that this Agreement contains all agreements, promises and understandings between the parties, and that there are no verbal or oral agreements, promises or understandings between the parties. Any amendment, modification or other change to this Agreement shall be ineffective unless made in a writing signed by the parties hereto. 8.15.Severability. If any term of this Agreement is held by any court of competent jurisdiction to contravene, or to be invalid under, the laws of any political body having jurisdiction over this subject matter, that contravention or invalidity shall not invalidate the entire Agreement. Instead, this Agreement shall be construed as reformed to the extent necessary to render valid the particular provision or provisions held to be invalid, consistent with the original intent of that provision and the rights and obligations of the parties shall be construed and enforced accordingly, and this Agreement shall remain in full force and effect as reformed. 8.16.Counterpart Execution. This Agreement may be executed in any number of counterparts with the same effect as if all the parties had signed the same document; all counterparts shall be construed together and shall constitute one and the same instrument. The delivery of an executed counterpart to this Agreement by electronic means (including via email) shall be as effective as the delivery of a manually executed counterpart. 8.17.Construction. The headings in this Agreement are inserted for convenience and identification only. When the context requires, the number of all words shall include the singular and the plural. In this Agreement, words importing any gender include the other genders and the words including, includes and include shall be deemed to be followed by the words without limitation. All documents or items attached to, or referred to in, this Agreement are incorporated into this Agreement as fully as if stated within the body of this 8.18.Agreement. The Agreement expresses the mutual intent of the parties to this Agreement and the rule of construction against the drafting party has no application to this Agreement. Signature Page Follows: Effective as of the date first set forth above. HOST: CITY OF CHANHASSEN, a Minnesota City By: ____________________________________ Elise Ryan, Mayor By: ____________________________________ Laurie Hokkanen, City Manager 476 CSG: CARBON SOLUTIONS GROUP LLC, a Delaware limited liability company By: Name: Title: 477 EXHIBIT A DESCRIPTION OF HOST’S PROPERTY 478 Description of Host Property: Various City/Government Owned Properties Address Number of Chargers Charger Type Number of Parking Spaces Chanhassen City Hall 7700 Market Blvd. Chanhassen, MN 55317 1 1 Level 2 DCFC 180 kW 2 2 Lake Ann Park 1456 W 78th St. Chanhassen, MN 55317 1 DCFC 180 kW 2 Lake Susan Park 903 Lake Dr. Chanhassen, MN 55317 1 DCFC 180 kW 2 Bandimere Park 9290 Kiowa Trail Chanhassen, MN 55317 2 DCFC 24 kW 2 Chanhassen Rec Center 2310 Coulter Blvd. Chanhassen, MN 55317 1 DCFC 180 kW 2 Public Parking Near Medical Arts Bldg. 480 West 78th St. Chanhassen, MN 55317 1 DCFC 180 kW 2 Public Parking South of Tequila Butcher 1 DCFC 180 kW 2 Public Works Building 7901 Park Place, Chanhassen, MN 55317 1 DCFC 180 kW 2 479 Exhibit B UTILIZATION ANNUAL BONUS TABLE Revenue Share = Average Annual Utilization % - Utilization Threshold % x Utilization Bonus Station Utilization Bonus Utilization Threshold % Average Annual Utilization Annual Utilization Bonus Payment Level 2 $15 5% 1%$0.00 2%$0.00 3%$0.00 4%$0.00 5%$0.00 6%$15.00 7%$30.00 8%$45.00 9%$60.00 10%$75.00 11%$90.00 12%$105.00 13%$120.00 14%$135.00 15%$150.00 16%$165.00 17%$180.00 18%$195.00 19%$210.00 20%$225.00 etc…etc.. Station Utilization Bonus Utilization Threshold % Average Annual Utilization Annual Utilization Bonus Payment DCFC 24 kW $25 5% 1%$0.00 2%$0.00 3%$0.00 4%$0.00 5%$0.00 6%$25.00 7%$50.00 8%$75.00 9%$100.00 10%$125.00 11%$150.00 12%$175.00 480 13%$200.00 14%$225.00 15%$250.00 16%$275.00 17%$300.00 18%$325.00 19%$350.00 20%$375.00 etc…etc.. Station Utilization Bonus Utilization Threshold % Average Annual Utilization Annual Utilization Bonus Payment DCFC 180 kW $50 5% 1%$0.00 2%$0.00 3%$0.00 4%$0.00 5%$0.00 6%$50.00 7%$100.00 8%$150.00 9%$200.00 10%$250.00 11%$300.00 12%$350.00 13%$400.00 14%$450.00 15%$500.00 16%$550.00 17%$600.00 18%$650.00 19%$700.00 20%$750.00 etc…etc.. 481 Schedule I IDENTIFICATION OF LOCATION OF LICENSED SPACE AND ELECTRIC VEHICLE CHARGING STATIONS To Be Determined Working With City Staff 482 Schedule II ELECTRIC VEHICLE CHARGING STATION SPECIFICACTIONS (or comparable model) ChargePoint Dual Port Level 2 Model: CT4021 https://www.chargepoint.com/products/guides/#ct4000 ABB Model: 24kW DCFC Terra Wallbox https://library.e.abb.com/public/e45b30fbe9b6471e8417e58649b05515/ABB_Terra_DC-Wallbox-UL_R4_Data- Sheet.pdf ABB 180 kW DCFCModel: Terra 184 https://library.e.abb.com/public/64d932d738764761b16b7d0c68b7a5ba/Terra-94-124-184_UL_Product- Guide_C.pdf 483 484 February 11, 2022 Kristin Fulkerson On behalf of the City of Chanhassen Environmental Commission 6984 Country Oaks Rd Excelsior, MN 55331 Dear Mayor Ryan and City Council Members, The Environmental Commission strongly supports the proposal from Carbon Solutions Group (CSG) to participate in the DirtRoad Electric Vehicle Charging Program. We believe that this agreement, which comes at no cost to the City or taxpayers, would demonstrate the City’s foresight to provide a sustainable opportunity for the growing number of citizens with electronic vehicles (EV). We also maintain that if the City fails to act on this excellent opportunity, the opportunity will likely go to another municipality and Chanhassen may not receive the opportunity in the future from CSG. There are many benefits to the City in this proposal. The City would obtain EVs which would lower the gas budget and will show taxpayers that the City is working to reduce the budget where feasible. More charging station options could increase the number of EVs in Chanhassen and would lower the City’s carbon footprint. The Flash Vote results on the proposal show that residents favor the idea of more charging stations. Additionally, if charging stations are available then drivers not local to Chanhassen may visit the City. This lends an opportunity to local businesses to increase sales. EVs are increasing in number and will continue to do so for the foreseeable future. Every automobile manufacturer is increasing their EV output and all manufacturers have stated they intend to continue to do so. The Environmental Commission is of the opinion that agreeing to the proposal would give Chanhassen and the City’s residents a better opportunity to make a difference in the fight against climate change and carbon emissions. Chanhassen was recently ranked the #1 place to live by Money Magazine. Forward thinking projects like this one will strengthen the City’s resume and continue to make Chanhassen a great place to live. By participating in the DirtRoad Electric Vehicle Charging Program, the City would continue to provide for today and plan for tomorrow and demonstrate that it truly is a community for life. Sincerely yours, 485 Kristin Fulkerson 486 DATABASE OF MUNICIPAL EV CHARGERS 487 City Council Item February 28, 2022 Item JoAnn Syverson Citizen Action Request File No.Item No: F.1 Agenda Section VISITOR PRESENTATIONS Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS JoAnn Syverson Citizen Action Request Form 488 Print City Council - Citizen Action Request Form Complete this form and submit it prior to the City Council meeting date you wish to present your request. Select the date of the City Council meeting you plan to attend to make your visitor presentation.* NOTE: The City Council meets on the second and fourth Mondays of each month with the following exceptions in 2022: March 28 - Meeting RESCHEDULED to March 21 December 26 - Meeting CANCELLED Printable 2022 City Meeting Calendar 2022 City Meeting Calendar View and/or print this calendar to assist with determining when city council meetings are held in order to make your date selection above. Resident Information First Name*Last Name* Address1* Address2 City*State*Zip* Citizen Action Request Form - Submission #5438 Date Submitted: 2/23/2022 JoAnn Syverson Chanhassen MN 55317 2/28/2022 489 490 City Council Item February 28, 2022 Item Fire Department Update File No.Item No: G.1 Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Prepared By Don Johnson, Fire Chief Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY Monthly Fire Department Update with Call Data from January 2022. BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 491 City Council Update Tables and Charts 492 TO: Laurie Hokkanen, City Manager FROM: Don Johnson, Fire Chief DATE: February 28, 2022 SUBJ: Monthly Fire Department Update Fire Department Staffing Department staffing is at 33 paid on-call firefighters with two firefighters on extended medical leave. Two Paid on Call, Fire Captains have accepted the full time firefighter position and will start on April 4. The recruitment process for Paid on Call Firefighters continued in February.  First round interviews conducted on February 9/10 and all candidates completed a pre placement physical demands test.  Ten of the sixteen candidates were invited back for Second Round interviews on February 16/17.  Seven candidates were made a conditional offer and still have several hiring steps to complete before a tentative start date of April 4.  Breakdown: (3) non-traditional candidates are experienced firefighters from other departments and (4) are traditional Chanhassen residents that will require extensive training prior to working shifts and responding to calls. Paid on Call, Fire Captain was posted in late January and closed on February 11. Three internal candidates applied and hiring should align with the April 4 start date as well. Fire Department Response The fire department responded to (94) calls for service in January. I have added data in regards to EMS response beginning this month as we adjust to the expanded capabilities of our reporting system. Call Breakdown for the month: 26 Day Only 43 Duty Crew 25 General Alarms 493 Laurie Hokkanen Fire Department Update Page 2 Significant calls included the following:  (2) Fire Response o Building Fire – Auto Aid Response to Victoria for a residential house fire o Car Fire in Chanhassen HS Parking Lot EMS Response Data: 68 Total EMS Responses o Difficulty Breathing (19), Unconscious/Unresponsive (9), Serious Medical (9) o Motor Vehicle Accidents w/Injury (5), Motor Vehicle Accidents w/out Injury (2) Primary Actions Reported  Check for injuries or symptoms 13  Assessment and vitals 12  Assessment, vitals, and intervention 6  Packaging and Loading for Transport 20  Assist ALS Provider with transport 1  Cancelled en route by ALS provider 3  No patient contact 6 Fire Units Arrived Prior to Ridgeview 30 COVID Suspected/Confirmed 6 Other Activities  We provided a standby crew for Feb Fest with Ice Rescue and EMS capabilities  Public Works staff were provided Hands Only CPR the week of February 7  Several FFs and Officers assisted with multiple rounds of Paid On Call hiring in February.  Planning for the Functional Exercise with Westwood Church started in February. Most of the planning pieces were completed but put on hold due to COVID. 494 Laurie Hokkanen Fire Department Update Page 3 Fire Training  Officer training consisted of simulation response to Mega Size commercial buildings  Firefighter training was on shift training related to the new SCBA equipment practical hands on  Assistant Chief Nutter attended an Instructor Certification Course for Blue Card in Duluth. This certification allows him to assist the department in maintaining this critical Incident Command System (ICS) for our department, as well as, instruct others in the region. Fire Marshal Council Update Plan Reviews/Permits Issued: 16 Fire Inspections – Construction related: 12 Fire Inspections – Annual: 2 Fire Code Issues: 2 495   0 20 40 60 80 100 120 Nov Dec Jan Calls by Type  and Month Rescue & Emergency Medical Service Alarm Calls Good Intent Call Hazardous Condition Service Call Fire 80 75 65 79 77 74 78 82 65 84 75 83 59 66 83 78 81 91 120 105 117 86 87 105 94 20 40 60 80 100 120 140 Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Chanhassen Fire Department Calls By Month Comparison 2020 2021 2022 496    753 921 1,002 917 1,078 1,182 400 500 600 700 800 900 1000 1100 1200 1300 2017 2018 2019 2020 2021 2022 Projected Calls for  Service by Year Rescue & Emergency  Medical Service 73% Alarm Calls 13% Good Intent Call 5% Hazardous Condition 5% Service Call 2% Fire 2% 2022 Calls for Service by % of Call Type Rescue & Emergency Medical Service Alarm Calls Good Intent Call Hazardous Condition Service Call Fire 497   S 11% M 21% T 12% W 6% TH 14% F 16% Sa. 20% 2022 CALLS BY  DAY  OF WEEK 0 50 100 150 200 250 300 4‐8a 8‐12p 12‐4p 4‐8p 8‐12a CALLS BY  TIME OF DAY 2019 2020 2021 2022 498 Elite chanhassenfire Incident Type Report (Summary) Basic Incident Type Code And Description (FD1.21) Total Incidents Total Incidents Percent of Incidents Total Property Loss Total Content Loss Total Loss Total Loss Percent of Total Incident Type Category (FD1.21): 1 - Fire 111 - Building fire 1 1.06% 131 - Passenger vehicle fire 1 1.06%2,000.00 0.00 2,000.00 100.00% Total: 2 Total: 2.13%Total: 2,000.00 Total: 0.00 Total: 2,000.00 Total: 100.00% Incident Type Category (FD1.21): 3 - Rescue & Emergency Medical Service Incident 311 - Medical assist, assist EMS crew 4 4.26% 32110 - Fall Great than 10'1 1.06% 32112 - Medical Alarm 3 3.19% 32114 - Serious Medical 9 9.57% 32115 - General Medical 2 2.13% 32116 - Weak/Dizzy/Unwell/Unspecified 2 2.13% 32117 - Diabetic Emergency 1 1.06% 32118 - Medical Other 2 2.13% 3212 - Unconscious/Unresponsive 9 9.57% 3213 - Difficulty Breathing 13 13.83% 3214 - Stroke 5 5.32% 3215 - Seizure 5 5.32% 3216 - Overdose 2 2.13% 3218 - Choking 1 1.06% 3219 - Traumatic Injury/Head Injury/Severe Burn 2 2.13% 322 - Motor vehicle accident with injuries 5 5.32% 324 - Motor vehicle accident with no injuries. 2 2.13% Total: 68 Total: 72.34%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 4 - Hazardous Condition (No Fire) 4101 - Suspected Gas Odor Inside a Structure 4 4.26% 4102 - Suspected Gas Odor Outside 1 1.06% Total: 5 Total: 5.32%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 5 - Service Call 554 - Lift Assist 2 2.13% Total: 2 Total: 2.13%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 6 - Good Intent Call 611 - Dispatched and cancelled en route 1 1.06% 6111 - EMS Dispatched and cancelled en route 4 4.26% Total: 5 Total: 5.32%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 7 - False Alarm & False Call 735 - Alarm system sounded due to malfunction 1 1.06% 741 - Sprinkler activation, no fire - unintentional 2 2.13% 743 - Smoke detector activation, no fire - unintentional 2 2.13% 744 - Detector activation, no fire - unintentional 2 2.13% 745 - Alarm system activation, no fire - unintentional 1 1.06% 746 - Carbon monoxide detector activation, no CO 4 4.26% Total: 12 Total: 12.77%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Total: 94 Total: 100.00%Total: 2,000.00 Total: 0.00 Total: 2,000.00 Total: 100.00% Printed On: 02/01/2022 07:24:41 AM1 of 1 499 ³CH ±"F) "F) Rice Lake Lake Riley Lake Susan Rice Marsh Lake Ann Lake St. Joe Harrison Lake Lake Lucy Lotus Lake Clasen Lake Lake Minnewashta Christmas Lake Rice Lake ST18 ST14 ST15 ST17 ST61 SA5 SA7 SA5 SA101 SA41 )212 AudubonRdPowersBlvdChanhassen RdArboretum Blvd Pioneer TrlHazeltine BlvdGalpinBlvdH w y212Hwy 212MarketBlvd GreatPlainsBlvdHwy 7Powers BlvdLymanBl vdArb o r e t u m B l v d Flying C l o u d D r C o R d 1 0 1 ST101 ST101 GH117 Document Path: K:\Departments\Fire\FireIncidents_RMS\2022-01(January)\2022-01(January).aprxDate Created: 2/10/2022 Created By: City of Chanhassen - Fire Department µ0 4,000 Feet 0 0.5 Mile City of Chanhassen Fire Calls for Service - January 2022 Calls For Service - January (94)³CH ±City Hall "F)Fire Station Railroad Rivers Lakes Parks Parcel Boundaries Fire Box Alarm Zones North Box South Box West Box 500 City Council Item February 28, 2022 Item Law Enforcement Update File No.Item No: G.2 Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Prepared By Lance Pearce, Lieutenant, CCSO Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Chanhassen City Council Meeting 2 28 22 501 Comparison of Metrics 2019-2022 January 2022 Breakdown January 2022 Nibrs Activity Codes 502 Page 1 Memo TO:Mayor Ryan and Chanhassen City Council members FROM: Lieutenant Lance Pearce DATE: February 14, 2022 RE: Law Enforcement Update Attached are the agenda items for the City of Chanhassen council meeting February 28, 2022 for your review and consideration. 1. Carver County Sheriff’s Office City of Chanhassen January 2022 Calls for Service Summary; Group A, Group B, Non-Criminal, Traffic and Administrative. 2. Carver County Sheriff’s Office City of Chanhassen January 2022 Arrest Summary. 3. Carver County Sheriff’s Office City of Chanhassen January 2022 Citation Summary. 4. Staffing update: One vacancy for the city contract and open SRO 5. Training update: Staff will be completing Autism/ Cultural Bias training in February Lieutenant Chanhassen Office 503 Comparison of Metrics 2019-2022 0 2 4 6 8 10 12 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Domestics by Month 2019 Domestics by Month 2020 Domestics by Month 2021 Domestics by Month 2022 Domestics by Month 0 1 2 3 4 5 6 7 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Domestic Assault by Month 2019 Domestic Assault by Month 2020 Domestic Assault by Month 2021 Domestic Assault by Month 2022 Domestic Assault by Month 504 0 5 10 15 20 25 30 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Mental Health by Month 2019 Mental Health by Month 2020 Mental Health by Month 2021 Mental Health by Month 2022 Mental Health by Month 0 10 20 30 40 50 60 70 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Fraud/ Theft by Month 2019 Fraud/ Theft by Month 2020 Fraud/ Theft by Month 2021 Fraud/ Theft by Month 2022 Fraud/ Theft by Month 505 506 January 2022 Carver County Sheriff’s Office City of Chanhassen Call for Service Total Patrol Activity=752 48 7 361 Felony Misdemeanor Non Criminal Traffic January 2022 Types of Calls CFS=752 336 5 33 3 7 January 2022 Group A Assault Theft Drug Other 507 0 10 20 30 40 50 60 70 80 90 January 2022 Non Criminal 17 157 51 116 Driving Complaint Traffic Stops Crashes Citations Traffic 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 City Council Item February 28, 2022 Item Code Enforcement Activities File No.Item No: L.1 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Ana Fatturi, Fire Inspector/Admin Specialist Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Operational Excellence SUMMARY Code Enforcement Specialist Activities January 2022 BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 529 Code Enforcement Update-January 2022 530 To: Don Johnson, Fire Chief    From: Don Nutter, Assistant Fire Chief/Fire Marshal    Subject: January Updates: Code Enforcement Specialist     Date: February 8, 2022    Code Enforcement Specialist Update    January 2022   Fire Calls 22  Fire Inspections 1  Property Maintenance 8  Nuisances 1  Outdoor Storage 2  Traffic ‐ Motorist Assists  14  Traffic ‐ Parking  6  Animal Calls 4  Burning Complaints  0  Misc / Questions  3  Total 61    531