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2022-04-14 Council Agenda Packet
Corcoran City Council Agenda April 14, 2022 - 7:00 pm 1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Commission Representatives* 5.Open Forum – Public Comment Opportunity 6.Presentations/Recognitions a.Fire Department Annual Reports* 7.Consent Agenda a.Draft Council Work Session Minutes 3-3-2022* b.Draft Council Work Session Minutes 3-10-2022* c.Draft Council Minutes 3-10-2022* d.Draft Council Special Session Minutes 3-25-2022* e.Financial Claims* f.2022 Road Material Bid Awards* g.City Hall Remodel – Pay Request #9* h.Resolution 2022-31 Accepting Jaycees Tree Give Away Donation* 8.Planning Business – Public Comment Opportunity a.Preliminary Plat, Site Plan and Administrative Permit for “Corcoran II Substation” at Larkin Road and County Road 116 (City File – 22-004)* 9.Unfinished Business – Public Comment Opportunity a.Water Supply Planning – Financial Analysis* b.Municipal Well #1 - Award Bid* c.Park Trail Feasibility Study* d.Solicitors, Peddlers, Transient Merchant Ordinance* e.Permit Technician Appointment* f.Public Works Maintenance Worker Appointment* g.City Administrator Appointment* 10.New Business – Public Comment Opportunity a.Request for Feedback – Variance Proposal* b.Police Office, Radio Audio Solution* c.Hackamore Road Improvements – CR 47 Cost Share Agreement & Funding Request* d.City Logo Update* e.Labor Negotiations Team* 11.Staff Reports 12.Closed Session – Attorney-Client Privilege: Discuss Response to Action Filed by Housing First Minnesota 13.Closed Session – Non-Public Health and Medical Data 14.2022 City Council Schedule* 15.Adjournment *Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. HYBRID MEETING OPTION AVAILABLE The public is invited to attend the regular Council meetings at City Hall. Meeting Via Telephone/Other Electronic Means Call-in Instructions: +1 312 626 6799 US Enter Meeting ID: 829 9234 5484 Press *9 to speak during the Public Comment Sections in the meeting. Video Link and Instructions: https://us02web.zoom.us/j/ visit http://www.zoom.us and enter Meeting ID: 829 9234 5484 Participants can utilize the Raise Hand function to be recognized to speak during the Public Comment sections in the meeting. Participant video feeds will be muted. In-person comments will be received first, with the hybrid electronic means option following. For more information on options to provide public comment visit: www.corcoranmn.gov STAFF REPORT Agenda Item 4. Council Meeting: April 14, 2022 Prepared By: Michelle Friedrich Topic: Commission Representatives Action Required: None – Informational Summary: The advisory commission rep resentatives for the April 14th Council meet ing are as follows: • Planning Commission : Mark Lanterman • Parks and Trails Commission: Val Nybo Financial/Budget: N/A Council Action: N/A Attachments: N/A CITY OF CORCORAN 1 City Council Work Session Minutes March 3, 2022 – 5:30 pm The Corcoran City Council met on March 3, 2022, in Corcoran, Minnesota. The City Council work session meeting was held in person and the public was present in person and remotely through electronic means using the audio and video conferencing platform Zoom. Mayor McKee, Councilor Bottema, Councilor, Councilor Nichols, Councilor Schultz, and Councilor Vehrenkamp were present. Deputy Clerk Friedrich and Director of Public Safety Gottschalk were present. 1.Call to Order / Roll Call Mayor McKee called the work session to order at 5:30 pm. 2.City Administrator Finalist Selection Mark Casey, David Drown & Associates, outlined the process of recruitment selection of the finalists from the candidate pool for the city administrator position. Mr. Casey reviewed the timeline candidates and noted 22 candidates applied for the city administrator position. Mr. Casey and Council reviewed final interview process on Friday, March 25. Mr. Casey and Council discussed, reviewed, and selected final candidates for the final interview process on March 25. 3.Unscheduled Items. No unscheduled business was heard. 4.Adjournment MOTION: made by Nichols, seconded by Schultz to adjourn. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Meeting adjourned at 6:24 pm. ________________________________ Michelle Friedrich – Deputy Clerk Agenda Item: 7a. CITY OF CORCORAN 1 City Council Work Session Minutes March 10, 2022 – 5:30 pm The Corcoran City Council met on March 10, 2022, in Corcoran, Minnesota. The City Council work session meeting was held in person and the public was present in person and remotely through electronic means using the audio and video conferencing platform Zoom. Mayor McKee, Councilor Bottema, Councilor Nichols, Councilor Schultz, and Councilor Vehrenkamp were present. Interim City Administrator Beise and Deputy Clerk Friedr ich were present. 1.Call to Order / Roll Call Mayor McKee called the work session to order at 5:32 pm. 2.Water Supply Planning Work in Progress Update Ash Hammerbeck, Stantec Engineer, summarized water supply focus items for the work session. Engineer Hammerbeck noted Council direction is necessary regarding water treatment process es, disinfection chemical processes, and water tower volume selection. Council and staff discussed water demand and project phasing. Engineer Hammerbeck reviewed the four elements and changes, noted no changes to well #1, additional trunk infrastructure with a raw watermain to well #2, water treatment plant capacity increase from 1.4 MGD to 2.3/3.5 MGD, water treatment plant long-term planning regarding water softening, water treatment filtration and moving from two to three filter cells, additional land acquisition costs with water tower location change, and additional watermain length cost related to the new location. Engineer Hammerbeck noted market volatility and project cost escalation relating to materials due to inflation, from original project estimate from June of 2021. Public Works Director Mattson noted costs would be estimated at decision points. Engineer Hammerbeck noted increased cost on treatment plants with larger treatment capacity from 1.4 MGD versus 2.3/3.5 MGD, and mentioned ultimate treatment facility buildout capacity of 6 MGD. Council and staff discussed capacity of 1.4 MGD and transitioning to 2.3/3.5 MGD. Engineer Hegland noted increase in cost is reflected in the price per gallon of treated water from 1.4 to 2.3 MGD along with inflationary factors. Engineer Hammerbeck reviewed costs composite versus pedestal type water tower units. Engineer Hegland added cost increases are reflective of steel prices, water mains, and construction price increases. Public Works Director Mattson reviewed collection of TLAC fee credits through development fees, trunk main fees, and user fees. Staff discussed TLAC fees and growth impacts. Engineer Hegland noted one larger tower controls hydraulics within system with a secondary tower in separate location. Public Works Director Mattson noted future locations can be monitored as developments are established in Corcoran and understanding initial investments benefit entire system in the future. Engineer Hegland noted concrete gravity plants are to City’s benefit. Engineer Hammerbeck presented cost comparison on chemical treatment plants, noting chlorine gas storage treatment is less expensive than hypo chloride. Engineer Hammerbeck noted safety concerns of chemical treatment plants. Council discussed treatment options and material chain supply with each option. Council discussed unknown inflation variable from previous projections noting Council discussions once final estimates are available. 3.Unscheduled Items. No unscheduled business was heard. 4.Adjournment MOTION: made by McKee, seconded by Nichols to adjourn. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Meeting adjourned at 6:42 pm. ________________________________ Michelle Friedrich – Deputy Clerk Agenda Item: 7b. 1 CITY OF CORCORAN City Council Meeting Minutes March 10, 2022 - 7:00 pm The Corcoran City Council met on March 10, 2022, in Corcoran, Minnesota. The City Council meeting was held in person and the public was present in person and remotely through electronic means using the audio and video conferencing platform Zoom. Mayor McKee, Councilor Bottema, Councilor Nichols, Councilor Schultz , and Councilor Vehrenkamp were present. Councilor Bottema was excused. Interim City Administrator Beise, Deputy Clerk Friedrich, Public Works Director Mattson, Director of Public Safety Gottschalk, City Planner Lindahl and Finance Manager Ung were present. 1.Call to Order/Roll Call Mayor McKee called the meeting to order at 7:0 0 pm. 2.Pledge of Allegiance Mayor McKee invited all in attendance to rise and join in the Pledge of Allegian ce. 3.Agenda Approval Interim City Administrator Beise noted updated Minutes with clerical corrections, and an engagement letter from Baker Tilly. MOTION: made by Nichols, seconded by Schultz to approve the agenda as modified. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) 4.Commission Representatives Mayor McKee noted Planning Commissioner Brummond and Parks and Trails Commissioner Strehler were present. 5.Open Forum (Public Comment Opportunity) Mayor McKee invited residents to communicate in -person or telephonically during Open Forum. Interim City Administrator Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No residents participated in the public comment opportunity. 6.Presentations/Recognitions a.Police Department Swearing In i.Police Officer Anderson Mayor McKee reviewed Officer Anderson’s previous work experience. Deputy Clerk Friedrich administered the Police Officer Oath to Officer Anderson and acknowledged Officer Anderson duly sworn in. Staff and Council welcomed Officer Anderson to the City of Corcoran Police Department. ii.Police Sergeant Andress Mayor McKee reviewed Officer Anderson’s previous work experience. Deputy Clerk Friedrich administered the Police Officer Oath to Officer Andress and acknowledged Officer Andress duly sworn in. Staff and Council welcomed Officer Andress to the City of Corcoran Police Department. Council thanked all Corcoran Police Officers for their service. b.iDEAL Energies – Proposal for On-Site Solar Brandon Salum and Scott Bosacker, iDEAL Energies representatives, introduced the solar panel company, philosophy, organizational structure, and iDEAL Energies solar panel purchasing model. Mr. Salum reviewed rooftop solar panel advantages, kilowatts per hour, and incentives to save. Mr. Salum reviewed purchase price, tax benefits, and power purchasing agreement. Mr. Salum noted a solar panel life span includes a 25-year warranty, and ownership of the array begins on day one after installation. Council Agenda Item: 7c. 2 discussed number of solar panels allowed in Corcoran for commercial and residential, and years of life left for the Public Works facility. Council noted u nknown factors regarding solar panels as the technology is new within the last ten years. Council discussed utility rates and potential increases regarding iDEAL Energies purchasing model. Council discussed end of life recycling of solar panels, City Code, and the current solar panel moratorium. Council discussed time involved in analyzing and reviewing proposal for solar panels, sustainability value, and project monetary thresholds. Council requested additional information from iDEAL Energies. 7. Consent Agenda a. Draft February 10 and 24, 2022 Council Minutes b. Financial Claims c. County Road 10 and Walnut Lane Turn Lane Improvements – Accept and Authorize Bids d. Authorize Land Acquisition Process for Water Tower Site e. Redistricting and Polling Place Resolution f. Open Book Virtual Meeting Dates g. Sale of City Equipment -- Zamboni h. Approve Parks and Trails Commission Seat Council requested further discussion of item 7d., and 7h. MOTION: made by Schultz, seconded by Vehrenkamp to approve agenda items 7a-c., and 7e-g, as presented. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Council and staff discussed item 7d., and requested further discussion of $5,000 cost. Council and staff reviewed the $5,000 cost breakdown would be for an apprais al of the property. Public Works Director Mattson noted engaging the property owner and positioning the City to refine the numbers regarding a land acquisition process. Public Works Director Mattson noted it is not a decision to purchase. MOTION: made by Schultz, seconded by Nichols to approve the consent agenda item 7d., authorizing staff to begin the land acquisition process for the water tower site in the amount of $5,000. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) MOTION: made by McKee, seconded by Vehrenkamp appointing Lisa Wyffels to the Parks and Trails Commission for term expiring on February 28, 2025. Council thank ed Ms. Wyffels for her interest in serving on the Parks and Trails Commission. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) 8. Planning Business (Public Comment Opportunity) No Planning Business items were heard. 9. Unfinished Business (Public Comment Opportunity) Mayor McKee invited residents to communicate in-person or telephonically during the public comment opportunity for Unfinished Business. Interim City Administrator Beise noted no public comment cards were received. Interim City Administrator Beise the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No residents participated in the public comment opportunity. a. Work Plan for City Code Updates Interim City Administrator Beise reviewed work plan goals regarding the City Code updates from the Council February 10 work session, noted priority items regarding the code updates, and initial steps to begin the process of updating the City Code. Interim City Administrator Beise noted front yard definition, public notice policy, primary accessory structures, and review of private driveways are topics of discussion for work sessions. Mayor McKee called work session meetings on May 12, May 26, and June 23. Council noted impact to resident with a current fencing code violation and waiting until the third quarter of 2022 for front yard definition discussion. Interim City Administrator Beise noted follow up with the city attorney to review any detrimental impacts to resident. Council provided staff feedback to execute work plan as proposed. b. Public Works Staffing – Phase 2A Interim City Administrator Beise outlined the reorganization of Public Works was discussed and supported in July of 2021. Interim City Administrator Beise reviewed Phase 1 positions and noted Phase 2A includes 3 internal hiring for a permit technician position, and backfilling existing admin assistant position. Interim City Administrator Beise reviewed Phase 2B includes a development superintendent position, and a Public Works administrative assistant position anticipated to be combined with another administration d epartment position already approved in 2022 budget (title to be determined). Public Works Director Mattson reviewed demands on current positions and staff time regarding permitting are growing and demand is likely to continue into the foreseeable future. Council and staff discussed the department organizational changes and costs. MOTION: made by Bottema, seconded by Schultz to approve Resolution 2022-20 Amending the Organizational Structure of the Public Works Department as presented. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) 10. New Business (Public Comment Opportunity) Mayor McKee invited residents to participate in person and telephonically to comment on New Business. Administrative Services Director Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No persons participated in the public comment opportunity. a. Residential Picketing Ordinance Interim City Administrator Beise reviewed past Council discussion regarding a residential picketing ordinance and requested Council feedback on drafting ordinance. Director of Public Safety Gottschalk noted consistency in ordinance with appropriate safety measures in place within residential neighborhoods and clarifying appropriate locations for residential picketing wit hin community. Council and staff discussed definition of residential areas. Department of Public Safety Gottschalk noted potential hazards may include a neighborhood with one entrance in and out of neighborhood. Council provided staff direction to move forward with drafting a residential picketing ordinance. b. Government Fee Analysis Proposal Interim City Administrator Beise reviewed history of study, noted fee analysis of building fees related to new development, and recommendation to utilize Baker Tilly to complete the fee analysis study. MOTION: made by Nichols, seconded by Schultz to Baker Tilly to complete a government fee analysis study. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) 11. 2022 City Council Schedule Council received 2022 schedule, noting the NE District Design Guidelines on March 15, 2022. 12. Adjournment MOTION: made by McKee, seconded by Schultz to adjourn. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Meeting adjourned at 8:29 pm. Michelle Friedrich – Deputy Clerk 1 CITY OF CORCORAN City Council Special Session Meeting Minutes March 25, 2022 – 2:30 pm The Corcoran City Council met on March 25, 2022, in Corcoran, Minnesota. The City Council meeting was held in person and the public was present in person and remotely through electronic means using the audio and video conferencing platform Zoom. Mayor McKee, Councilor Bottema, Councilor Nichols, Councilor Schultz, and Councilor Vehrenkamp were present. Deputy Clerk Friedrich was present. Public Works Director Mattson, Director of Public Safety Gottschalk, and Finance Manager Ung were present intermittently. 1.Call to Order/Roll Call Mayor McKee called the meeting to order at 2:30 pm. 2.Final Candidate Interviews for City Administrator Position Mark Casey, David Drown & Associates, noted final three candidates and the selection process for the preferred candidate . Mr. Casey noted staff panel interviews were scheduled with the final candidates immediately prior to candidate interviews with Council. Mr. Casey noted Jason Ziemer, Scott Weske, and Jessica Beise as the final candidates for the city administrator position. Council and staff proceeded with candidate interviews until 5:23 pm. Mayor McKee called for a brief break at 5:24 pm. Mayor McKee called the meeting back to order at 6:38 pm. Mr. Casey noted staff feedback conclusions from staff interview panel for Council review, process for extending an offer to preferred candidate, and assigning Councilors to a negotiation committee to review employment agreement. Mr. Casey noted agreement would be included at the April 14 Council meeting. MOTION: made by Nichols, seconded by Bottema recommending candidate Jessica Beise for the City Administrator position. Mr. Casey and Council discussed options of reposting position, waiting for 6 months, the available candidate pool, and minimizing risks. Council noted preferred candidate provided answers in alignment with the comprehensive plan and city goals; included perspective on ideas of policy changes; and incorporating the bandwidth within staff to create and allow policies to be implemented. Council noted preferred candidate has shown growth and improvement during the interim city administrator period . Council discussion noted staff development, minimizing risk, quantitative assessments, and staff panel comments regarding selection of preferred candidate. Council noted preferred candidate and the continuation of leadership development within the city administrator position. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Mr. Casey and Council discussed a base start offer $138,247, and re-evaluating position in 6 months with a performance review. Mr. Casey noted the final contract would be presented to Council at the April 14 Council meeting. Mr. Casey thanked Council and staff for their assistance with the recruitm ent process. 3.Unscheduled Items 4.Adjournment MOTION: made by McKee, seconded by Nichols to adjourn. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Meeting adjourned at 7:03 pm . Michelle Friedrich – Deputy Clerk Agenda Item: 7d. Agenda Item 7e. Council Meeting Date:4/14/2022 Prepared By:Maggie Ung Amount Project name $0.00 -$ $827,489.69 827,489.69$ 232,867.58$ 1,060,357.27$ Date Paid to Amount Description 3/23/2022 Postalia 400.00$ Postage 3/24/2022 ADP 88,687.15$ Net Payroll and Taxes 3/29/2022 MN PERA 19,034.48$ Pension Plan 3/29/2022 Optum Bank 3,878.34$ Employee HSA 3/29/2022 State of MN - Empower 4,556.34$ Employee Deferred Comp/Healthcare Savings 4/1/2022 Health Partners 28,493.16$ Employee Health Insurance 4/4/2022 Sun Life 1,490.72$ Employee STD and LTD 4/5/2022 RevTrak 19.95$ Chargeback 4/5/2022 Farmer's Bank 15.00$ ACH Filing Fee 4/7/2022 ADP 84,912.04$ Net Payroll and Taxes 4/7/2022 RevTrak 306.61$ Credit Card Fee 4/7/2022 RevTrak 40.00$ Chargeback 4/7/2022 Zoom 64.99$ Planning Commission Meeting 4/7/2022 Comfort Suite 138.40$ PD Training Conference 4/8/2022 Comfort Suite 415.20$ PD Training Conference 4/8/2022 Comfort Suite 415.20$ PD Training Conference Total 232,867.58$ FINANCIAL CLAIMS CHECK RANGE FUND #500 ESCROW CLAIMS Paid to SEE THE REGISTER FOR #500 CLAIMS Total Total Fund #500 = (See attached Payments Detail) TOTAL EXPENDITURES FOR APPROVAL Auto Deductions / Electronic Fund Transfer / Other Disbursements ALL OTHER FINANCIAL CLAIMS Check Register (See attached Check Detail Registers) Total Checks Total of Auto Deductions CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 1/10Page: 04/08/2022 09:45 AM User: mung DB: Corcoran POST DATES 03/31/2022 - 04/14/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 31955 3195518,224.63 03/31/222022-01-05NW TRAIL ASSOCIATION BENCHMARK NW TRAILS ASSOCIATION12/05/21100-45200-50530 18,224.63 Total For Check 31955 Check 31956 31956424.46 03/31/22467927588COPIER LEASEUS BANKCORP EQUIPMENT FINANC03/18/22100-41900-50210 424.46 Total For Check 31956 Check 31957 31957540.00 04/07/2204072022BACKGROUND CHECKMN BCA04/07/22100-45200-50300 540.00 Total For Check 31957 Check 32031 320312.98 04/14/22506527PW SUPPLIESA-1 OUTDOOR POWER INC02/17/22100-43100-50210 2.98 Total For Check 32031 Check 32032 32032128.40 04/14/229767253PW SUPPLIES - GRIT BLADEACME TOOLS03/24/22100-43100-50223 3203263.88 04/14/229777797PW SUPPLIES - BAR & CHAIN OILACME TOOLS03/28/22100-43100-50225 320321,790.00 04/14/229766179PW SUPPLIES - TOOLSACME TOOLS03/24/22100-45200-50221 1,982.28 Total For Check 32032 Check 32033 320331,186.56 04/14/226020427252021 AMENDMENT FEEADP, LLC03/18/22100-41900-50300 32033317.52 04/14/22602519997PAYROLL PERIOD #6ADP, LLC03/25/22100-41900-50300 1,504.08 Total For Check 32033 Check 32034 3203428.99 04/14/221RV3-64JQ-KQ4NFINANCE SUPPLIES - BARCODE SCANNERAMAZON CAPITAL SERVICES03/28/22100-41900-50210 32034175.81 04/14/221VM7-NF1K-6RNGIT-INTERNATIONAL BUILDING CODEAMAZON CAPITAL SERVICES03/31/22100-41920-50210 32034195.79 04/14/221KJM-KP9X-PFQTPARKS AND RECREATION IT NEEDSAMAZON CAPITAL SERVICES03/27/22100-41920-50210 32034149.97 04/14/221WG7-FJ4N-76JXPD SUPPLIES - BATTERY REPLACEMENTAMAZON CAPITAL SERVICES03/27/22100-41920-50210 3203467.36 04/14/2213TW-YDXL-GXRMWIRELESS MOUSE/LAPTOP CHARGER & BAAMAZON CAPITAL SERVICES03/12/22100-41920-50210 32034201.72 04/14/221XRC-WNWY-6VLXOFFICE SUPPLIESAMAZON CAPITAL SERVICES03/08/22100-42100-50200 3203453.21 04/14/221WG7-FJ4N-76JXPD SUPPLIES - BATTERY REPLACEMENTAMAZON CAPITAL SERVICES03/27/22100-42100-50210 3203435.98 04/14/221PT4-CDDJ-DWN3PW SUPPLIES - LABEL TAPE REFILLAMAZON CAPITAL SERVICES03/29/22100-43100-50200 3203431.34 04/14/221TGC-K1X6-GR7FPW SUPPLIES - SILICONE FAUCET GREAAMAZON CAPITAL SERVICES03/30/22100-43100-50210 940.17 Total For Check 32034 Check 32035 32035329.18 04/14/22126114PW SUPPLIES - HOSEAMERICAN PRESSURE03/23/22100-43100-50210 3203521.98 04/14/22126024PW SUPPLIES - NOZZLEAMERICAN PRESSURE03/18/22100-43100-50210 351.16 Total For Check 32035 Check 32036 32036278.32 04/14/22286593PD UNIFORM - SWANSONASPEN MILLS01/03/22100-42100-50417 32036142.69 04/14/22290578UNIFORM - MONNENSASPEN MILLS03/15/22100-42100-50417 421.01 Total For Check 32036 Check 32037 32037900.00 04/14/22185748PW SPRING COOLING MAINTENANCE B & D PLUMBING HEATING & AC03/16/22100-43100-50223 900.00 Total For Check 32037 Check 32038 32038665.00 04/14/2200162495BANYON UB SOFTWAREBANYON DATA SYSTEMS02/01/22601-49400-50300 32038665.00 04/14/2200162495BANYON UB SOFTWAREBANYON DATA SYSTEMS02/01/22602-49450-50300 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/10Page: 04/08/2022 09:45 AM User: mung DB: Corcoran POST DATES 03/31/2022 - 04/14/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32038 1,330.00 Total For Check 32038 Check 32039 320391,091.61 04/14/222041408DYED FUELBEAUDRY OIL COMPANY03/31/22100-43100-50212 1,091.61 Total For Check 32039 Check 32040 32040537.53 04/14/22002S206672CITY HALL VEHICLE REPAIRBOYER TRUCKS03/18/22100-41900-50403 3204079.99 04/14/22003P18783PD SQUAD REPAIR BRAKER TOOL SETBOYER TRUCKS03/15/22100-42100-50220 617.52 Total For Check 32040 Check 32041 3204123.00 04/14/2203162022WATER LICENSE RENEWALBRANDON HEINZ03/16/22601-49400-50433 23.00 Total For Check 32041 Check 32042 320423,369.00 04/14/22B288101NE WATER SUPPLY PROJECT GEOTECHNICBRAUN INTERTEC CORP03/25/22601-49400-50300 3,369.00 Total For Check 32042 Check 32043 3204335.63 04/14/221477LEGAL SERVICESCARSON, CLELLAND & SCHREDER04/01/22100-00000-22205 3204371.25 04/14/221477LEGAL SERVICESCARSON, CLELLAND & SCHREDER04/01/22100-00000-22205-007 3204371.25 04/14/221477LEGAL SERVICESCARSON, CLELLAND & SCHREDER04/01/22100-00000-22205-017 32043628.44 04/14/221477LEGAL SERVICESCARSON, CLELLAND & SCHREDER04/01/22100-00000-22205-056 320432,589.27 04/14/221477LEGAL SERVICESCARSON, CLELLAND & SCHREDER04/01/22100-00000-22205-128 320432,799.41 04/14/221477LEGAL SERVICESCARSON, CLELLAND & SCHREDER04/01/22100-41600-50300 320433,476.57 04/14/221477LEGAL SERVICESCARSON, CLELLAND & SCHREDER04/01/22100-41900-50304 32043255.96 04/14/221477LEGAL SERVICESCARSON, CLELLAND & SCHREDER04/01/22100-42100-50304 9,927.78 Total For Check 32043 Check 32044 320441,064.69 04/14/2203312022PW GAS BILLCENTERPOINT ENERGY 03/31/22100-43100-50380 1,064.69 Total For Check 32044 Check 32045 32045145.68 04/14/2204012022PUBLIC WORKS LAND LINECENTURY LINK03/28/22100-45200-50321 145.68 Total For Check 32045 Check 32046 3204669.71 04/14/2203212022PW LAND LINECENTURY LINK03/21/22100-45200-50321 69.71 Total For Check 32046 Check 32047 3204715.10 04/14/224114993954CITY HALL MICROFIBER WIPECINTAS - 47003/30/22100-41900-50400 3204715.10 04/14/224110867153MICROFIBER WIPECINTAS - 47002/16/22100-41900-50400 3204713.19 04/14/224114994000PD LG BATH TOWELCINTAS - 47003/30/22100-42100-50400 3204781.77 04/14/224113633009TOWELSCINTAS - 47003/16/22100-42100-50400 32047111.88 04/14/224114994015PW SM SHOP TWLCINTAS - 47003/30/22100-43100-50400 3204715.10 04/14/224113632937PW TOWELSCINTAS - 47003/16/22100-43100-50400 3204774.73 04/14/224114331886PW TOWELSCINTAS - 47003/23/22100-43100-50400 32047111.88 04/14/224113633008PW TOWELSCINTAS - 47003/16/22100-43100-50400 32047187.15 04/14/224114993980PW-UNIFORMSCINTAS - 47003/30/22100-43100-50417 32047187.15 04/14/224114331996PW UNIFORMSCINTAS - 47003/23/22100-43100-50417 32047187.15 04/14/224113632990PW UNIFORMSCINTAS - 47003/16/22100-43100-50417 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/10Page: 04/08/2022 09:45 AM User: mung DB: Corcoran POST DATES 03/31/2022 - 04/14/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32047 1,000.20 Total For Check 32047 Check 32048 3204818.06 04/14/22142310986LAND LINE 03/15-04/14/22COMCAST- 90294333603/15/22100-41900-50321 3204818.05 04/14/22142310986LAND LINE 03/15-04/14/22COMCAST- 90294333603/15/22100-42100-50321 3204818.05 04/14/22142310986LAND LINE 03/15-04/14/22COMCAST- 90294333603/15/22100-43100-50321 54.16 Total For Check 32048 Check 32049 32049840.00 04/14/22324999IT SUPPORT SERVICESCOMPUTER INTEGRATION TECH03/18/22100-41920-50300 840.00 Total For Check 32049 Check 32050 32050342.50 04/14/227368CITY ADMIN INTERVIEW EVENT LUNCHCORCORAN LOCKER03/25/22100-41320-50210 342.50 Total For Check 32050 Check 32051 32051898.15 04/14/2247398K9 VET CARECORCORAN PET CARE CENTER, LL03/17/22202-42100-50438 898.15 Total For Check 32051 Check 32052 32052126.66 04/14/2203252022AOAK EATERY - CITY ADMIN INTERVIEW CREDIT CARD PURCHASES03/25/22100-41320-50210 320527.06 04/14/2203252022WALMART - CITY ADMIN INTERVIEW SUPCREDIT CARD PURCHASES03/25/22100-41320-50210 3205252.13 04/14/2203252022BWALMART - CITY ADMIN INTERVIEW SUPCREDIT CARD PURCHASES03/25/22100-41320-50210 32052350.00 04/14/22032920222022 ANNUAL PLANNING CONFERENCE - AMERICAN PLANNING ASSOCIATIO03/29/22100-41910-50207 3205275.00 04/14/223283294NATIONAL PLANNING CONFERENCE - D. AMERICAN PLANNING ASSOCIATIO03/22/22100-41910-50207 3205219.97 04/14/2203152022HYVEE - NORTHEAST OPEN HOUSE SUPPLCREDIT CARD PURCHASES03/15/22100-41910-50210 32052199.00 04/14/2203292022PLANETIZEN - 2022 ANNUAL SUBSCRIPTCREDIT CARD PURCHASES03/29/22100-41910-50433 3205280.00 04/14/222562-1PD TRAINING - LAWSONALLIED MEDICAL TRAINING03/10/22100-42100-50207 32052405.06 04/14/2203302022PDCRAGUNS - LODGING FOR PLEAA CONFERCREDIT CARD PURCHASES03/30/22100-42100-50207 32052532.84 04/14/2203302022PD2CRAGUNS - LODGING FOR PLEAA CONFERCREDIT CARD PURCHASES03/30/22100-42100-50207 320529.40 04/14/2203302022DELTA AIRLINES - IACP AIRFARE - GOCREDIT CARD PURCHASES03/30/22100-42100-50207 32052257.50 04/14/2203302022PLEAA SPRING CONFERENCE - FADDEN/SPLEAA03/30/22100-42100-50207 3205260.48 04/14/2203072022OAK EATERY - LUNCH INTERVIEWSCREDIT CARD PURCHASES03/07/22100-42100-50210 32052129.43 04/14/223921488PROPPER - UNIFORM - STEELMANCREDIT CARD PURCHASES03/31/22100-42100-50417 3205290.91 04/14/223922517PROPPER - UNIFORM - STEELMANCREDIT CARD PURCHASES04/04/22100-42100-50417 32052100.00 04/14/22032920222022 ANEM ANNUAL MEMBERSHIPASSOC OF MN EMERGENCY MGRS03/29/22100-42100-50433 3205215.03 04/14/2204052022RECREATION COORDINATOR KEYSCREDIT CARD PURCHASES04/05/22100-45100-50210 3205210.58 04/14/2203202022ICE FOR FAS PROGRAMCORCORAN CROSSROADS MARKETPL03/20/22204-42100-50210 3205215.87 04/14/2230272022ICE FOR FAS CLASSCORCORAN CROSSROADS MARKETPL03/27/22204-42100-50210 3205262.65 04/14/2203232022SAM'S CLUB - FAS CLASS SUPPLIESCREDIT CARD PURCHASES03/23/22204-42100-50210 32052309.05 04/14/2203182022FASSAM'S CLUB - FAS CLASS SUPPLIESCREDIT CARD PURCHASES03/18/22204-42100-50210 3205254.27 04/14/2203182022OFFICE DEPOT - FAS CLASS/PD OFFICE CREDIT CARD PURCHASES03/18/22204-42100-50210 3205279.21 04/14/2203202022CHANTICLEAR PIZZA - PD FAS CLASS - CREDIT CARD PURCHASES03/20/22204-42100-50210 3205211.22 04/14/2204052022WATER SAMPLETHE UPS STORE #153304/05/22601-49400-50210 3,053.32 Total For Check 32052 Check 32053 3205382.20 04/14/22100X07257400PD OFFICE WATERCULLIGAN BOTTLED WATER03/31/22100-42100-50210 82.20 Total For Check 32053 Check 32054 32054139.75 04/14/2202453ANNUAL INSPECTIONDEHMER FIRE PROTECTION03/01/22100-42100-50210 139.75 Total For Check 32054 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/10Page: 04/08/2022 09:45 AM User: mung DB: Corcoran POST DATES 03/31/2022 - 04/14/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32055 3205593.70 04/14/2204-2022DENTAL INSURANCEDELTA DENTAL03/17/22100-00000-21710 3205561.40 04/14/2204-2022DENTAL INSURANCEDELTA DENTAL03/17/22100-41400-50130 3205561.40 04/14/2204-2022DENTAL INSURANCEDELTA DENTAL03/17/22100-41500-50130 3205563.00 04/14/2204-2022DENTAL INSURANCEDELTA DENTAL03/17/22100-41910-50130 32055162.75 04/14/2204-2022DENTAL INSURANCEDELTA DENTAL03/17/22100-42100-50130 32055101.35 04/14/2204-2022DENTAL INSURANCEDELTA DENTAL03/17/22100-42102-50130 32055187.40 04/14/2204-2022DENTAL INSURANCEDELTA DENTAL03/17/22100-43100-50130 3205515.35 04/14/2204-2022DENTAL INSURANCEDELTA DENTAL03/17/22100-45100-50130 3205515.35 04/14/2204-2022DENTAL INSURANCEDELTA DENTAL03/17/22100-45200-50130 761.70 Total For Check 32055 Check 32056 3205643.54 04/14/22884566ORDINANCE NO 2022-453ECM PUBLISHERS INC03/31/22100-41900-50350 3205639.57 04/14/22883256APRIL 7 PH ZONING ORDINANCE AMENDMECM PUBLISHERS INC03/24/22100-41900-50350 3205655.40 04/14/22884565ORDINANCE 2022-451ECM PUBLISHERS INC03/31/22100-41900-50350 3205635.62 04/14/22883257APRIL 7 PH WESTSIDE TIRE IUPECM PUBLISHERS INC03/24/22100-41910-50350 32056138.52 04/14/22882226TURN LANE IMPROVEMENT BIDSECM PUBLISHERS INC03/17/22100-43100-50350 32056197.87 04/14/22882225WATER SUPPLY IMPROVEMENT BIDSECM PUBLISHERS INC03/17/22601-49400-50350 510.52 Total For Check 32056 Check 32057 320571,507.25 04/14/220073155-INLIONS PARK-REPLACE TRANSDUCERELECTRIC PUMP03/29/22602-49450-50400 32057400.00 04/14/220072988-INPW LIFT STATION INSPECTIONSELECTRIC PUMP03/11/22602-49450-50400 1,907.25 Total For Check 32057 Check 32058 32058179.72 04/14/2292546BACKGROUND CHECKEMPLOYEE RELATIONS03/31/22100-42100-50300 3205893.22 04/14/2292546BACKGROUND CHECKEMPLOYEE RELATIONS03/31/22100-45100-50300 272.94 Total For Check 32058 Check 32059 32059504.00 04/14/22001-1621969PW SUPPLIES - SENSORFORCE AMERICA DISTRIBUTING03/17/22100-43100-50811 504.00 Total For Check 32059 Check 32060 32060122.85 04/14/222030310SUPPORT SERVICESGOPHER STATE ONE CALL03/31/22601-49400-50380 32060122.85 04/14/222030310SUPPORT SERVICESGOPHER STATE ONE CALL03/31/22602-49450-50380 245.70 Total For Check 32060 Check 32061 3206171.25 04/14/2222-0188CSO TRUCK REPAIRGUARDIAN FLEET SAFETY03/29/22100-42100-50403 71.25 Total For Check 32061 Check 32062 32062971.00 04/14/221089021-0908 CORCORAN TRAIL STREETHAUGO GEOTECHNICAL SERVICES 12/08/21408-48007-50300 3206211,595.00 04/14/2211178CITY CENTER DRIVEHAUGO GEOTECHNICAL SERVICES 03/17/22408-48010-50530 12,566.00 Total For Check 32062 Check 32063 3206332.50 04/14/2210000184500RECORD DOCUMENTSHENNEPIN COUNTY ACCOUNTS REC04/04/22100-43125-50300 32.50 Total For Check 32063 Check 32064 3206446.00 04/14/2204072022AMAPLE HILLS ESTATE 16-018HENNEPIN COUNTY ACCOUNTS REC04/07/22100-00000-22205-006 3206446.00 04/14/2203282022CORCORAN CROSSROAD SITE PLAN 20-01HENNEPIN COUNTY ACCOUNTS REC03/28/22100-00000-22205-019 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/10Page: 04/08/2022 09:45 AM User: mung DB: Corcoran POST DATES 03/31/2022 - 04/14/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32064 3206446.00 04/14/2204072022EMERY ACCESSORY BUILDING CUP 20-02HENNEPIN COUNTY ACCOUNTS REC04/07/22100-00000-22205-029 3206446.00 04/14/22032822FUNFAR CUP 13-009HENNEPIN COUNTY ACCOUNTS REC03/28/22100-00000-22205-032 184.00 Total For Check 32064 Check 32065 3206516.50 04/14/2212119232200082022 PROPERTY TAXES-HUNTERS PLACE HENNEPIN COUNTY TREASURER03/01/22100-41900-50210 16.50 Total For Check 32065 Check 32066 320662,072.70 04/14/22CROPLAND20212021 CROPLAND RENTAL - PYMT IN LIEHENNEPIN COUNTY TREASURER03/18/22100-41900-50210 2,072.70 Total For Check 32066 Check 32067 32067448.61 04/14/22PROPERTY TAXESHENNEPIN COUNTY PROPERTY TAXESHENNEPIN COUNTY TREASURER03/28/22100-41900-50210 448.61 Total For Check 32067 Check 32068 32068250.00 04/14/220331222022 HWY 55 CORRIDOR COALITIONHIGHWAY 55 CORRIDOR COALITIO01/01/22100-43100-50433 250.00 Total For Check 32068 Check 32069 32069350.00 04/14/229401MEMBERSHIP DUESI-94 WEST CHAMBER11/02/21100-41900-50433 350.00 Total For Check 32069 Check 32070 32070311.88 04/14/2277287CENTRAL STATION ALARM MONITORING INTEGRATED PROTECTION SYSTEM04/01/22100-41900-50210 311.88 Total For Check 32070 Check 32071 3207196,157.00 04/14/22040420222022 PROPERTY/CASUALTYLEAGUE OF MN CITIES INSUR.TR04/04/22100-41900-50360 96,157.00 Total For Check 32071 Check 32072 32072445.36 04/14/22364103PW SUPPLIESLITTLE FALLS MACHINE03/09/22100-43100-50811 445.36 Total For Check 32072 Check 32073 3207352,292.91 04/14/222-23262022 2ND QTR FIRE PROTECTIONLORETTO FIRE DEPARTMENT03/30/22100-42200-50300 52,292.91 Total For Check 32073 Check 32074 3207418,817.92 04/14/222022-16BCITY CENTER DRIVE/79TH STREET IMPRMADER FARM LLC03/19/22408-48010-50530 18,817.92 Total For Check 32074 Check 32075 3207532,305.00 04/14/22033122MARCH 2022 SAC CHARGESMETROPOLITAN COUNCIL03/31/22602-00000-20800 32075(323.05)04/14/22033122MARCH 2022 SAC CHARGESMETROPOLITAN COUNCIL03/31/22602-00000-36200 31,981.95 Total For Check 32075 Check 32076 3207611,642.72 04/14/220001137730WASTE WATER SERVICE - MAY 2022METROPOLITAN COUNCIL ENVIRO04/05/22602-49450-50312 11,642.72 Total For Check 32076 Check 32077 320771,000.00 04/14/2230208PARK TRAIL ROAD IMPROVEMENTNAGELL APPRAISAL & CONSULTIN03/15/22408-48008-50530 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/10Page: 04/08/2022 09:45 AM User: mung DB: Corcoran POST DATES 03/31/2022 - 04/14/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32077 1,000.00 Total For Check 32077 Check 32078 3207812.58 04/14/22402132PD - ELECT BATTERYNAPA AUTO PARTS - Corcoran03/26/22100-42100-50210 32078117.96 04/14/22399318PW SUPPLIES-OIL FILLNAPA AUTO PARTS - Corcoran03/09/22100-45200-50210 32078167.88 04/14/22402138PW SUPPLIES-RAGSNAPA AUTO PARTS - Corcoran03/26/22602-49450-50210 3207847.48 04/14/22402137PW SUPPLIES - RAGS/GLOVESNAPA AUTO PARTS - Corcoran03/26/22602-49450-50210 345.90 Total For Check 32078 Check 32079 320791,271.25 04/14/22032022PD BACKGROUND INVESTIGATIONNEURURER, STEVE03/31/22100-42100-50300 1,271.25 Total For Check 32079 Check 32080 320801,130.00 04/14/2203172022FIRE PROTECTION 3/17/2022-3/16/202NOVA FIRE PROTECTION INC03/17/22100-43100-50400 1,130.00 Total For Check 32080 Check 32081 320818,880.00 04/14/2247545372PW SUPPLIESNUTRIEN AG SOLUTIONS, INC.03/15/22100-45200-50221 8,880.00 Total For Check 32081 Check 32082 320825.19 04/14/22234406762001CITY HALL SUPPLIES - PENSOFFICE DEPOT03/12/22100-41900-50200 3208224.60 04/14/22234406763001CITY HALL SUPPLIES - ENVELOPESOFFICE DEPOT03/14/22100-41900-50200 3208229.93 04/14/22234897782001CITY HALL OFFICE SUPPLIES - BINDER OFFICE DEPOT03/22/22100-41900-50200 3208260.88 04/14/22234406575001CITY HALL SUPPLIES - SD CARDOFFICE DEPOT03/15/22100-41900-50210 3208299.98 04/14/22225593232002WIRELESS KEYBOARDOFFICE DEPOT03/03/22100-41920-50221 220.58 Total For Check 32082 Check 32083 320837,400.00 04/14/225571LAFERFICHE INTEGRATION WITH BS&AOPG-3 INC03/07/22416-41920-50580 7,400.00 Total For Check 32083 Check 32084 3208423.00 04/14/22MDH 20222022 WATER SUPPLY SYSTEM OPERATOR PAT MEISTER03/28/22601-49400-50433 23.00 Total For Check 32084 Check 32085 32085635.40 04/14/22A41838PD DOOR REPAIRRUSSELL SECURITY RESOURCE IN03/22/22100-41900-50401 635.40 Total For Check 32085 Check 32086 32086147.94 04/14/222021DUST CONTROL/RECYCLING REFUNDSANDRA ALEXANDER04/01/22100-41900-50430 147.94 Total For Check 32086 Check 32087 320874,165.00 04/14/22400717PW SUPPLIES - POST DRIVER/THROTTLE SIGN SOLUTIONS USA03/18/22100-43100-50226 4,165.00 Total For Check 32087 Check 32088 32088343.45 04/14/22391283315-244CELL SERVICES 02/15-03/14/22SPRINT03/24/22100-43100-50321 343.45 Total For Check 32088 Check 32089 32089445.00 04/14/22217885-91782022 MMCI TRAINING - MMCI.2022.09/ST. CLOUD STATE UNIVERSITY04/04/22100-41400-50207 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 7/10Page: 04/08/2022 09:45 AM User: mung DB: Corcoran POST DATES 03/31/2022 - 04/14/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32089 445.00 Total For Check 32089 Check 32090 320901,334.90 04/14/2204012022APRIL 2022 LIFE INSURANCESTANDARD INSURANCE COMPANY04/01/22100-00000-21709 1,334.90 Total For Check 32090 Check 32091 3209164.77 04/14/2212696390 04-22SUBSCRIPTIONSTAR TRIBUNE03/24/22100-42100-50300 64.77 Total For Check 32091 Check 32092 3209245.99 04/14/22I1559721PD HOLSTER; TASERSTREICHER'S POLICE EQUIPMENT03/29/22100-42100-50210 45.99 Total For Check 32092 Check 32093 32093400.68 04/14/2204012022UNION DUES/TLDFTEAMSTER LOCAL 32004/01/22100-00000-21707 400.68 Total For Check 32093 Check 32094 32094245.44 04/14/2203-2022MARCH 2022 PD UNIFORM DRY CLEANINGTIDE CLEANERS04/01/22100-42100-50417 245.44 Total For Check 32094 Check 32095 3209569.69 04/14/22447778PW VEHICLE COVER SENSOR SPEEDTOWMASTER03/16/22100-43100-50811 69.69 Total For Check 32095 Check 32096 3209675.00 04/14/2203012022PD INVESTIGATION - MARCH 2022TRANSUNION RISK & ALTERNATIV04/01/22100-42100-50300 75.00 Total For Check 32096 Check 32097 32097915.00 04/14/2222033100CITY HALL & PD CLEANINGULTIMATE CLEANERS LLC03/31/22100-41900-50401 915.00 Total For Check 32097 Check 32098 32098247.46 04/14/229902762202PD/CH CELL HPONEVERIZON WIRELESS03/26/22100-41900-50321 320981,187.06 04/14/229902762202PD/CH CELL HPONEVERIZON WIRELESS03/26/22100-42100-50321 1,434.52 Total For Check 32098 Check 32099 320999,273.77 04/14/221882629PULTE DEVELOPMENT INFRASTRUCTURE EWENCK ASSOCIATES, INC.01/31/22100-00000-22205 320992,310.00 04/14/221882630ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205 32099213.00 04/14/221895044ENGINEERING SERVICEWENCK ASSOCIATES, INC.03/03/22100-00000-22205 32099155.00 04/14/221895044ENGINEERING SERVICEWENCK ASSOCIATES, INC.03/03/22100-00000-22205-001 3209925.67 04/14/221895053ENGINEERING FEESWENCK ASSOCIATES, INC.03/03/22100-00000-22205-007 3209923.00 04/14/221882595ESCROW ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-007 32099110.34 04/14/221895053ENGINEERING FEESWENCK ASSOCIATES, INC.03/03/22100-00000-22205-010 3209946.00 04/14/221882595ESCROW ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-010 320992,108.50 04/14/221895053ENGINEERING FEESWENCK ASSOCIATES, INC.03/03/22100-00000-22205-013 320993,491.25 04/14/221882595ESCROW ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-013 320994,078.25 04/14/221895058ENGINEERING FEES COOK LAKEWENCK ASSOCIATES, INC.03/03/22100-00000-22205-017 320992,995.50 04/14/221882599ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-017 32099330.00 04/14/221882630ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-017 3209926.84 04/14/221895053ENGINEERING FEESWENCK ASSOCIATES, INC.03/03/22100-00000-22205-024 32099166.40 04/14/221882595ESCROW ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-024 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 8/10Page: 04/08/2022 09:45 AM User: mung DB: Corcoran POST DATES 03/31/2022 - 04/14/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32099 320997.84 04/14/221882595ESCROW ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-030 32099292.74 04/14/221882595ESCROW ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-045 320997,942.85 04/14/221895052ENGINEERING FEES LENNAR DEVELOPMENWENCK ASSOCIATES, INC.03/03/22100-00000-22205-055 320993,974.26 04/14/221895059ENGINEERING FEES TAVERAWENCK ASSOCIATES, INC.03/03/22100-00000-22205-056 320994,466.05 04/14/221882600ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-056 320992,047.94 04/14/221882593LENNAR DEVELOPMENT ENGINEERING FEEWENCK ASSOCIATES, INC.01/31/22100-00000-22205-056 32099135.00 04/14/221895053ENGINEERING FEESWENCK ASSOCIATES, INC.03/03/22100-00000-22205-071 3209925.67 04/14/221895060ENGINEERING FEES-NELSON TRUCKINGWENCK ASSOCIATES, INC.03/03/22100-00000-22205-076 3209923.00 04/14/221882601ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-076 3209910,427.39 04/14/221895065PIONEER TRAIL INDUSTRIAL PARKWENCK ASSOCIATES, INC.02/11/22100-00000-22205-080 32099202.50 04/14/221882612EAW HWY 55 IND PARKWENCK ASSOCIATES, INC.01/31/22100-00000-22205-080 320992,764.81 04/14/221895061RUSH CREEK RESERVEWENCK ASSOCIATES, INC.02/11/22100-00000-22205-098 320994,771.80 04/14/221882603ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-098 320999,478.50 04/14/221882605ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-00000-22205-098 32099341.00 04/14/221895044ENGINEERING SERVICEWENCK ASSOCIATES, INC.03/03/22100-00000-22205-098 32099115.42 04/14/221882610ST THERESE DEVELOPMENT ENGINEERING WENCK ASSOCIATES, INC.01/31/22100-00000-22205-117 32099625.00 04/14/221895049ST. THERESE DEVELOPMENT REVIEWWENCK ASSOCIATES, INC.03/03/22100-00000-22205-117 320991,278.00 04/14/221895053ENGINEERING FEESWENCK ASSOCIATES, INC.03/03/22100-00000-22205-128 3209913,505.00 04/14/221895062RUSH CREEK RESERVE TURN LANES PROJWENCK ASSOCIATES, INC.02/11/22100-00000-22205-130 320994,210.50 04/14/221882602ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-42400-50303 320993,111.50 04/14/221895045NEW CONSTRUCTION INSPECTIONWENCK ASSOCIATES, INC.03/03/22100-42400-50303 32099334.00 04/14/221895054ENGINEERING FEES - MNDOT STATE AIDWENCK ASSOCIATES, INC.03/03/22100-43170-50300 32099748.00 04/14/221895055ENGINEERING FEESWENCK ASSOCIATES, INC.03/03/22100-43170-50300 3209941.75 04/14/221895063ELM CREEK HUC8 STUDY CULVERT SURVEWENCK ASSOCIATES, INC.02/11/22100-43170-50300 320991,267.50 04/14/221882597ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-43170-50300 320991,736.00 04/14/221882631ENGINEERING FEES STORMWATERWENCK ASSOCIATES, INC.01/31/22100-43170-50300 32099363.00 04/14/221882596TRANSPORTATION ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-43170-50300 3209966.00 04/14/221882608ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-43170-50300 320992,113.00 04/14/221882604ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-43170-50300 320995,427.00 04/14/221895046ENGINEERING FEESWENCK ASSOCIATES, INC.03/03/22100-43170-50300 320991,107.00 04/14/221895047ENGINEERING FEES STORMWATER AREA FWENCK ASSOCIATES, INC.03/03/22100-43170-50300 320991,581.00 04/14/221895044ENGINEERING SERVICEWENCK ASSOCIATES, INC.03/03/22100-43170-50300 320991,253.75 04/14/221882630ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22100-43170-50309 320993,094.92 04/14/22188259466TH ST DESIGN ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22408-48005-50530 32099487.50 04/14/221882592PARK TRAIL ROAD FEASIBILITY STUDY WENCK ASSOCIATES, INC.01/31/22408-48008-50530 320999,308.75 04/14/221882633ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22408-48009-50303 3209910,743.50 04/14/221895043ENGINEERING FEESWENCK ASSOCIATES, INC.03/03/22408-48009-50303 320991,911.50 04/14/221882632ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22408-48010-50300 3209928,149.50 04/14/221895050CITY CENTER DR & 79TH PLACEWENCK ASSOCIATES, INC.03/03/22408-48010-50303 3209936,782.50 04/14/221895048WATER SUPPLY, TREATMENT, STORAGE FWENCK ASSOCIATES, INC.03/03/22601-00000-16500 32099100.00 04/14/221895056ENGINEERING FEESWENCK ASSOCIATES, INC.03/03/22601-49400-50303 32099350.00 04/14/221895064TEST WELL #2WENCK ASSOCIATES, INC.02/11/22601-49400-50303 32099935.00 04/14/221882598WATER UTILITYWENCK ASSOCIATES, INC.01/31/22601-49400-50303 32099472.50 04/14/221882611TEST WELL #2 ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22601-49400-50303 3209918,980.28 04/14/221882609ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22601-49400-50303 32099264.75 04/14/221895045NEW CONSTRUCTION INSPECTIONWENCK ASSOCIATES, INC.03/03/22601-49400-50303 32099230.00 04/14/221882602ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22601-49400-50306 32099109.00 04/14/221895051ENGINEERING FEESWENCK ASSOCIATES, INC.03/03/22602-49450-50303 32099264.75 04/14/221895045NEW CONSTRUCTION INSPECTIONWENCK ASSOCIATES, INC.03/03/22602-49450-50303 32099230.00 04/14/221882602ENGINEERING FEESWENCK ASSOCIATES, INC.01/31/22602-49450-50306 223,552.74 Total For Check 32099 Check 32100 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 9/10Page: 04/08/2022 09:45 AM User: mung DB: Corcoran POST DATES 03/31/2022 - 04/14/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32100 3210035.00 04/14/22902529REPAIR TIRE #568WESTSIDE WHOLESALE TIRE03/31/22100-42100-50403 35.00 Total For Check 32100 Check 32101 32101222.15 04/14/2203.2022BWRIGHT HENNEPIN ELECTRIC REVISED IWRIGHT-HENNEPIN COOP ELECT03/10/22100-00000-22205-007 32101113.55 04/14/2203.2022BWRIGHT HENNEPIN ELECTRIC REVISED IWRIGHT-HENNEPIN COOP ELECT03/10/22100-00000-22205-056 321011,003.06 04/14/2203.2022BWRIGHT HENNEPIN ELECTRIC REVISED IWRIGHT-HENNEPIN COOP ELECT03/10/22100-00000-22205-065 32101212.89 04/14/2203.2022BWRIGHT HENNEPIN ELECTRIC REVISED IWRIGHT-HENNEPIN COOP ELECT03/10/22100-00000-22205-087 32101191.76 04/14/2203.2022BWRIGHT HENNEPIN ELECTRIC REVISED IWRIGHT-HENNEPIN COOP ELECT03/10/22100-00000-22205-098 3210110.46 04/14/2203.2022BWRIGHT HENNEPIN ELECTRIC REVISED IWRIGHT-HENNEPIN COOP ELECT03/10/22100-41900-50381 3210120.02 04/14/2203.2022BWRIGHT HENNEPIN ELECTRIC REVISED IWRIGHT-HENNEPIN COOP ELECT03/10/22100-42100-50381 3210140.80 04/14/2203.2022BWRIGHT HENNEPIN ELECTRIC REVISED IWRIGHT-HENNEPIN COOP ELECT03/10/22100-42151-50381 3210187.00 04/14/2203.2022BWRIGHT HENNEPIN ELECTRIC REVISED IWRIGHT-HENNEPIN COOP ELECT03/10/22100-43100-50381 3210131.69 04/14/2203.2022BWRIGHT HENNEPIN ELECTRIC REVISED IWRIGHT-HENNEPIN COOP ELECT03/10/22100-45200-50381 3210120.59 04/14/2203.2022BWRIGHT HENNEPIN ELECTRIC REVISED IWRIGHT-HENNEPIN COOP ELECT03/10/22601-49400-50380 1,953.97 Total For Check 32101 Check 32102 321021,214.95 04/14/22772846026PW BUILDINGXCEL ENERGY03/24/22100-43100-50381 1,214.95 Total For Check 32102 Check 32103 3210324,156.07 04/14/22SI000150270PUBLIC WORKS MACHINEZIEGLER INC03/16/22416-43100-50580 32103264,800.00 04/14/22IN000481920CATERPILLAR WHEEL LOADERZIEGLER INC04/01/22416-43100-50580 288,956.07 Total For Check 32103 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 10/10Page: 04/08/2022 09:45 AM User: mung DB: Corcoran POST DATES 03/31/2022 - 04/14/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 333,937.81 Fund 100 GENERAL FUND 898.15 Fund 202 POLICE DONATION FUND 531.63 Fund 204 FIREARMS SAFETY 86,079.59 Fund 408 PAVEMENT MANAGEMENT 296,356.07 Fund 416 CAPITAL-EQUIPMENT CERTS 62,547.56 Fund 601 WATER 47,138.88 Fund 602 SEWER Fund Totals: 827,489.69 Total For All Funds: STAFF REPORT Agenda Item 7f. Council Meeting: April 14, 2022 Prepared By: Kevin Mattson Topic: 2022 Road Materials Bid Awards Action Required: Approval Summary: Annually, the City contracts for various road materials. On February 24, 2022, Council authorized staff to obtain quotes and bids for asphalt maintenance, dust control, gravel hauling services, and seal coat/fog seal. Advertisements were published in the Crow River News and sent out to firms who had previously bid projects for the City of Corcoran. Bids for asphalt maintenance, dust control, and seal coat /fog seal were opened on Monday, April 4, 2022. Attached are the b id results and associated resolutions for consideration. Financial/Budget: Costs for these services are included in the 2022 budget. Due to the costs materials, staff may make minor adjustments to different project scopes or bring forward formal changes to budgeting to the Council. Council Action: Approve Resolution 2022-33 Awarding Asphalt Maintenance Contrac t, Resolution 2022- 34 Awarding Dust Control Contract, and Resolution 2022-35 Awarding Seal Coat/Fog Seal Contract. Attachments: 1. Resolution 2022-33 Awarding Asphalt Maintenance Contract 2. Resolution 2022-34 Awarding Dust Control Contract 3. Resolution 2022-35 Awarding Seal Coat/Fog Seal Contract 4. Bid Results City of Corcoran April 14, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-33 Page 1 of 2 Motion By: Seconded By: A RESOLUTION AWARDING ASPHALT MAINTENANCE CONTRACTS WHEREAS, pursuant to bids and quotes sought for 2022 street maintenance materials for various streets within the City, bids and quotes were received, opened, and tabulated according to law; and WHEREAS, the picked or delivered asphalt will be quoted prior to use and the lowest responsible provider will be selected; and Bids Received for Asphalt Picked Up at the Plant Duininck $60.15 per ton* CS McCrossan $67.00 per ton BE IT RESOLVED, that Duininck, Inc., has been identified as the lowest responsible bidder for asphalt picked up at the plant ; in the event Duininck, Inc., is unable to provide asphalt at the plant on the dates required by Corcoran Public Works, the next lowest bidder will be used. Bids Received for Asphalt Delivered Duininck $90.95 per ton CS McCrossan $82.00 per ton* BE IT RESOLVED, that CS McCrossan, Inc., has been identified as the lowest responsible bidder for asphalt delivery; in the event CS McCrossan, Inc., is unable to provide asphalt delivery on the dates required by Corcoran Public Works, the next lowest bidder will be used. Bids Received for Asphalt Placed on City Streets GMH Asphalt $81.65 per ton* Omann Brothers Inc $83.44 per ton Astech Corp $87.10 per ton Duininck Inc $111.44 per ton Allied Blacktop $85.00 per ton CS McCrossen $89.50 per ton BE IT RESOLVED, that GMH Asphalt, has been identified as the lowest responsible bidder for product placed on city streets; in the event GMH Asphalt, is unable to provide placement on city streets on the dates required by Corcoran Public Works, the next lowest bidder will be used. THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CORCORAN, MN: That the Mayor and Clerk are hereby authorized and directed to enter into contracts with above identified responsible bidders in the name of the City of Corcoran for the 2022 street maintenance materials. City of Corcoran April 14, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-33 Page 2 of 2 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 14th day of April, 2022. ___________________________________ Tom McKee – Mayor ATTEST: ____________________________________ City Seal Jessica Beise– Administrative Services Director City of Corcoran April 14, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-34 Page 1 of 2 Motion By: Seconded By: A RESOLUTION AWARDING DUST CONTROL MATERIALS CONTRACT WHEREAS, pursuant to bids and quote sought for 2022/2023 Dust Control maintenance materials for various streets within the City, bids and quotes were received, opened, and tabulated according to law; and WHEREAS, the following bids was received: Company Calcium Chloride Bid Magnesium Chloride Bid Northern Salt Inc. For 2022 & 2023 $ 1.251 No Bid Allstates Pavement Recycling and Stabillization For 2022 & 2023 $1.56 No Bid WHEREAS, less product is required for street maint enance, it is recommended that Calcium Chloride be the preferred street maintenance material for 2022/2023; BE IT RESOLVED, that Northern Salt Incorporated has been identified as the lowest responsible bidder; THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CORCORAN, MN: 1. That the Mayor and Clerk are hereby authorized and directed to enter into contract with above identified responsible bidder in the name of the City of Corcoran for the 2022/2023 street maintenance materials. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean City of Corcoran April 14, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-34 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 14th day of April, 2022. ___________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise– Administrative Services Director City of Corcoran April 14, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-35 Page 1 of 1 Motion By: Seconded By: A RESOLUTION AWARDING SEAL COAT/FOG SEAL CONTRACT WHEREAS, pursuant to quotes and bids sought for 2022 Seal Coat/Fog Seal street maintenance materials for various streets within the City, bids and quotes were received, opened, and tabulated according to law; and WHEREAS, the following quotes were received: CONTRACTOR TRAP ROCK (sq yard) GRANITE (sq yard) BITUMINOUS (per gallon) FOG Seal (per gallon) PAVEMENT STRIPING (lump sum) Estimated Total Project Cost Pearson Brothers Inc. $0.90 $0.80 $3.25 $3.00 $0 $69,512.25 Allied Blacktop $1.19 $1.23 $2.50 $4.50 $0 $79,885.00 BE IT RESOLVED, that Pearson Brothers Inc. has been identified as the lowest responsible bidder; THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CORCORAN, MN: That the Mayor and Clerk are hereby authorized and directed to enter into contract with above identified responsible bidder in the name of the City of Corcoran for the 2022 Seal Coat-Fog Seal materials. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 14th day of April, 2022. ___________________________________ Tom McKee – Mayor ATTEST: ____________________________________ Jessica Beise – Administrative Services Director City Seal STAFF REPORT Agenda Item 7g. Council Meeting: April 14, 2022 Prepared By: Jessica Beise Topic: City Hall Remodel – Pay Request #9 Action Required: Approval Summary: Work is nearing the end on the City Hall remodel pro ject. Attached to this report is pay request number nine for work completed on the project. Financial/Budget: The additional costs have resulted in a projection that the remodel will go slightly above the original budget allocation. The current projection is an overage of $16,155 or 2.2%. Many of the additional items from change orders were unknowns which have been covered in our soft cost allocations. It is likely there will be not other change orders needed. Budget Category Approve d A mount Projected Amount 1/13/2022 Constr uction $396,500 $457,413 Technology $120,000 $88,500 Furniture $120,000 $166,742 Soft Costs $90,000 $30,000 Total $726,500 $742,655 Council Action: Approve Pay Request #9 for the City Hall remodel project. Attachments: 1. Pay Request #9 3/28/2022 City of Corcoran April 14, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-31 Motion By: Seconded By: A RESOLUTION ACCEPTING THE NORTHWEST AREA JAYCEES DONATION WHEREAS, the City of Corcoran supports the efforts of the Northwest Area Jaycees; and WHEREAS, the Northwest Area Jaycees made a financial donation to the City of Corcoran in the amount of $1,065.00 for the Parks and Trails Commission Tree Giveaway ; WHEREAS, The City Council finds that it is appropriate to accept the donations as offered for the benefit of the Parks and Trails Commission Tree Giveaway, the City of Corcoran, and residents; NOW THEREFORE BE IT RESOLVED, the City Council of the City of Corcoran acknowledges the generosity of the Northwest Area Jaycees and graciously accepts the donations. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 14th day of April, 2022. ________________________________ Tom McKee – Mayor ATTEST: ___________________________________ Jessica Beise – Administrative Services Director City Seal Agenda Item: 7h. 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. A genda Item: 8a. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: April 7, 2022 for the April 14, 2022 City Council Meeting RE: Preliminary Plat, Site Plan and Administrative Permit for “Corcoran II Substation” at Larkin Road and County Road 116 (PID 25-119-23-23-0001) (City file no. 22-004) 120-DAY REVIEW DEADLINE: May 31, 2022 1.Description of Request The applicant is requesting approval preliminary plat to create one lot and two outlots from a 36.92-acre parcel for a new electric substation in addition to a site plan approval for this essential service. Typically, this application would be administratively approved but since there is a plat, the site plan and administrative permit will be processed concurrently. 2.Planning Commission Review The Council directed the Planning Commission to review and provide a recommendation on screening. The Planning Commission met on April 7th and recommended that the applicant work with the City to use part of the park land to allow construction of a berm with more landscaping across that common lot line. Specifically: •Provide a berm on the west side of the substation if possible •Provide a double row of trees on the west side of the substation (and on the north side of possible) •Provide larger trees than required by the ordinance, preferably some spaded trees •Provide a chain line fence with slats •Provide a monument sign with landscaping to identify the substation. Staff added this to the draft resolution, but the Council could modify the resolution. 3.City Council Review The City Council reviewed the item on March 24, 2022 and voted to bring the item back to the Planning Commission to receive feedback specific to the screening of the site. The City Council discussed the proposed fence/landscaping but also discussed the use of a solid wall. An example of such a wall was provided by Councilor Nichols and is included as an attachment. Corcoran II Substation (22-004) 2 April 14, 2022 4. Background The application was heard at the Planning Commission on March 3, 2022 and the City Council on March 24, 2022. The packet for the Planning Commission can be found here. The packet for the City Council meeting can be found here. 5. Context Zoning and Land Use The site is zoned Mixed Residential (RMF-2) district and the Comprehensive Plan designates the property as Mixed Residential. The site is located within the Metropolitan Urban Service Area (MUSA) and Southeast District. Surrounding Properties The surrounding properties are all located within the MUSA and Southeast District. The property to the north is zoned Downtown Mixed Use (DMU) district and guided Mixed Use in the Comprehensive Plan. Properties to the east are zoned RMF-2 district and guided Mixed Residential. Properties to the south are zoned Urban Reserve (UR) district and guided Mixed Residential. Properties to the east are zoned Light Industrial (I-1) district and C-1 Community Commercial and are guided Light Industrial and Commercial respectively. Natural Characteristics of the Site The Natural Resources Inventory (NRI) map identifies emergent, shrub and wet prairie wetlands on the site. The wetland delineation provided by the applicant identifies five wetlands throughout the site. One wetland is identified within the project area being acquired by the applicant. 6. Analysis Screening The applicant is required by Section 1060.070 to screen the site. The ordinance states: 1. “Screening with the use of landscaping, fencing and walls should be accomplished with the existing topography where possible. When the existing topography prohibits effective screening, berming may be used. a. Planting screens are the preferred method of screening. The planting screen shall consist of hardy trees that will provide a minimum of 80 percent opacity year-round. Planting screens shall contain a mix of overstory and understory plantings and a mix of deciduous and coniferous materials. Corcoran II Substation (22-004) 3 April 14, 2022 b. Fences or walls may be used in conjunction with landscaping to provide screening. When required for screening, minimum of 80 percent opacity shall be provided. No landscaping or screening shall interfere with driver or pedestrian visibility for vehicles entering or exiting the premises. c. Earth berms may be used for screening when topography requires the earth berm to adequately screen the property. Berms shall not exceed 3:1 slope.” The applicant must provide screening to meet the minimum 80 percent opacity required through the use of landscaping, fences, walls or berms. The applicant has provided 56 overstory trees and 62 shrubs surrounding the site to meet the landscape requirements and provide screening for the substation. The applicant is also showing a chain link fence with beige slats to provide additional screening for the substation. Staff continues to believe that the combination of the landscaping and the chain link fence with slats will achieve the required minimum opacity to screen the site. While the overhead powerline and equipment cannot be screened the ground equipment would be screened. Staff consulted with a landscape architect and is recommending changing the color of the slats from beige to brown to better blend the with the landscape. Summary Essential services are permitted in all zoning districts as an administrative approval, due to the essential nature of the utility services. Many of these services are provided by the City but other services are provided by private utility companies. It is common to locate these services in residential districts they serve. Staff finds that the ordinance standards have been met and recommends approval of the request. 7. Recommendation Move to adopt Resolution 2022-24 approving the preliminary plat, site plan and administrative permit for the electric substation. This includes the screening recommendations from the Planning Commission as condition 5.h. Attachments 1. Resolution 2022-24 Conditionally Approving Preliminary Plat, Site Plan and Administrative Permit 2. Order Approving Petition and Transferring Title and Possession 3. Preliminary Plans dated March 14, 2022 4. Email from Councilmember Nichols dated March 25, 2022 5. Letter from Wright Hennepin Electric dated March 30, 2022 6. Renderings dated April 1, 2022 7. Noise wall memo from Wright Hennepin dated April 5, 2022 8. Email from Wright Hennepin dated April 7, 2022 City of Corcoran April 14, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-24 Page 1 of 4 Motion By: Seconded By: A RESOLUTION CONDITIONALLY APPROVING A PRELIMINARY PLAT, SITE PLAN AND ADMINISTRATIVE PERMIT FOR “CORCORAN SUBSTATION II” AT LARKIN ROAD AND COUNTY ROAD 116 (PID 25-119-23-23-0001) (CITY FILE NO. 22-004) WHEREAS, the Wright Hennepin Cooperative Electric Association has requested approval of a preliminary plat, site plan and administrative permit for the property legal described as: See Attachment A WHEREAS, the Planning Commission reviewed the submitted preliminary plat, site plan and administrative permit at a duly called Public Hearing; and, NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a preliminary plat, site plan and administrative permit subject to the following findings and conditions: 1. The approvals in this resolution shall not take effect until the applicant has provided the City with proof it has secured title to the property. 2. Upon satisfaction of the above condition, a preliminary plat is approved, in accordance with the plans received by the City on January 18, 2022 and March 11, 2022, except as amended by this resolution. 3. The applicant shall comply with all requirements of the City Engineer’s memo dated February 24, 2022. 4. Upon satisfaction of condition 1 above, a Site Plan and Administrative Permit is approved for the electrical substation, subject to the conditions in this Resolution. 5. Prior to approval of final plat: a. The applicant must take title to the property and provide proof of the same to the City. b. The plans must show a curb around the perimeter of the parking area and entrance drive in accordance with City standards. c. The applicant shall provide the net and gross acreage of the land they area acquiring as the pre-development acreage, as well as the net and gross acreage calculations for the lot and outlot areas. City of Corcoran April 14, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-24 Page 2 of 4 d. The plans must be revised to wetland buffer setbacks in compliance with Section 1050.010 of the Zoning Ordinance. e. Outlot A shall be deeded to the City by warranty deed. The applicant must provide a copy for City approval. f. The applicant shall finalize the location of drainage and utility easements with City staff. g. The applicant shall work with City staff to locate landscaping outside of the drainage and utility easements. h. The landscaping plan must be revised. Specifically: i. Provide berm across the west lot line onto City property if allowed by the City Council. ii. Provide a double row of landscaping on the west property line on the City property if allowed by the City Council and on the north line if possible. iii. Provide a chain link fence with slats. Detail sheets and a sample must be provide to City staff for review and approval. iv. Provide a monument sign with landscaping for the substation. v. Provide trees larger than the minimum required by ordinance and spaded trees if possible. 6. The developer must enter into a stormwater maintenance agreement with the City. The agreement shall be recorded with the final plat. 7. The applicant shall enter into a Site Improvement Performance Agreement to provide a financial guarantee to protect the work prior to release of the final plat for recording. 8. The 2020 watermain deferred assessment shall be due prior to release of final plat and the applicant will pay the deferred assessment. a. Upon determination of damages owed as a result of the applicant’s condemnation of the property subject to this application, either by court- appointed commissioners or by direct negotiation, the applicant shall pay to the City the full amount of this assessment, inclusive of any interest accrued at that time, within 30 days of such determination. b. Nothing in this condition shall be construed to prevent the applicant from seeking a corresponding reduction in any damage payment made to present owners. City of Corcoran April 14, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-24 Page 3 of 4 9. Approval of the preliminary plat shall expire within one year of the date of this resolution unless the applicant has filed a complete application for approval of final plat. 10. Facilities and equipment shall be removed within six months of becoming unnecessary or obsolete. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 14th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran April 14, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-24 Page 4 of 4 ATTACHMENT A The Southwest Quarter of the Northwest Quarter except that part lying southerly of the southerly right-of-way line of the Town Road now opened and laid out and generally running East and West, approximately located between the Southwest Quarter of the Northwest Quarter and the Northwest Quarter of the Southwest Quarter, all in Section 25, Township 119, Range 23, except that parcel which lies westerly of a line parallel and distant 40 feet East of the West line of Section 25, Township 119, Range 23. STATE OF MINNESOTA COUNTY OF HENNEPIN DISTRICT COURT FOURTH JUDICIAL DISTRICT CASE TYPE: CONDEMNATION Court File No. 27-CV-22-484 Wright-Hennepin Cooperative Electric Association, a Minnesota cooperative Petitioner, v. Susan Sween, as Trustee of the George H. Deziel Revocable Trust dated February 6, 2001; United Power Association, n/k/a Great River Energy, a Minnesota cooperative; Shamrock Golf, Inc., a Minnesota corporation; CenterPoint Energy Resources Corp. a Delaware corporation; City of Corcoran, a Minnesota municipal corporation; also unknown persons claiming any right, title, estate, interest or lien in the real estate described in the Petition herein, and any unknown heirs or devisees, if any, of any party that may be deceased, and including unknown spouses, if any, and all others, Respondents. ORDER APPROVING PETITION AND TRANSFERRING TITLE AND POSSESSION The condemnation Petition in the above matter came on for hearing on Petitioner's Petition and its Motion for an Order Transferring Title and Possession before the Honorable Jamie L. Anderson, Judge of District Court, on February 16, 2022, at 1:15 P.M., in the District Court of Hennepin County, via Zoom. Marc W. Sugden, of the law firm of Pemberton Law, P.L.L.P., appeared on behalf of the Petitioner Wright-Hennepin Cooperative Electric Association. David L. Sienko of the law firm of LeVander Gillen & Miller, P.A., appeared on behalf of Respondent Susan Sween, as Trustee of the George H. Deziel Revocable Trust dated February 6, 2001 . Thomas Atmore, of the law firm of Martin & Squires, P.A., appeared on behalf of Respondent Shamrock Golf, Inc. Respondents United Power Association, n/k/a Great River Energy, CenterPoint Energy Resources Corp., and City of Corcoran did not make an appearance. The parties who appeared at the hearing submitted this stipulated order to the Court. The notice of the objects of the Petition and the time and place of hearing thereof were served upon the parties named in the Petition at least twenty (20) days before said Petition was presented to the District Court. The names of all persons appearing of record or known to the Petitioner to have any right, title, or interest in and to the real estate described in the Petition were named therein, together with the nature of the ownership of each, as ascertained by Petitioner. That proof of service of the Petition for Condemnation and Motion for Transfer of Title and Possession under Minnesota Statutes Section 117.042 and Notice of Intent to Take Possession upon the parties is on file with the Court. Based on all files and in this proceeding, the parties stipulation, and being fully advised in the premises, the Court finds that the allegations of the Petition are true; that the procedures used are in accord with the statutes governing the acquisition of property by condemnation by the Petitioner; and that the taking herein is for a public purpose. The Court further finds that the Petition is in due form as required by the applicable Minnesota Statutes. The Court further concludes that, pursuant to Minnesota Statutes Section 117.042, Petitioner possesses the right to utilize and has demonstrated the need to acquire title to and possession of the subject real property located in Hennepin County, prior to the time the Court appointed condemnation commissioners can reasonably be expected to have filed their awards. EXHIBIT A That partofthesouth555.56 feet ofthewest 470.00 feet oftheSouthwest QuarteroftheNorthwest Quarter of Section 25, Township 119, Range 23, Hennepin County, Minnesota, lying northerly of the southerly right-of-way line of Larkin Road. Except the west 40.00 feet thereof. PRELIMINARY PLANS FOR THECORCORAN II SUBSTATIONJANUARY 2022VICINITY MAPCONTACTSINDEXNOTESPROJECT TITLEFeet020004000C01COVER SHEETLEGEND: X.X%COCODMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/10/2022 10:00 PMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\00_COVER.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review.PRELIMINARY PLAT SUBMITTALOWNER:Wright-Hennepin Cooperative ElectricAssociation6800 Electric DriveRockford, MN 55373Attn: Curtis CordtPh: 763.477.3000SURVEY:Meyer-Rohlin Land Services708 1st Avenue NE, #1Buffalo, MN 55313Attn: Abram Niemela, PLSPh: 763.682.1781CIVIL & ENVIRONMENTAL:Civil Methods, Inc.1551 Livingston Avenue, Ste. 104West St. Paul, MN 55118Attn: Dave Poggi, PEPh: 763.210.5713CITY / LGU:City of Corcoran8200 County Rd 116Corcoran, MN 55340Attn:Ph: 763.420.2288WATERSHED DISTRICT:Elm Creek Watershed ManagementCommission (ECWMC)3235 Fernbrook LanePlymouth, MN 55447Attn:Ph: 763.553.1144 C10SITE LAYOUTDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/11/2022 11:56 AMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\01_Layout.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review.Feet05010028'24'10' X.X%C20GRADING & DRAINAGE PLANDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/11/2022 11:55 AMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\02_Grading.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review.Feet03060 C30EROSION CONTROL PLANDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/11/2022 12:40 PMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\03_Erosion.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review.Feet03060 C31SWPPPDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/11/2022 11:17 AMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\04_SWPPP.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review.GENERAL PERMITAUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THENPDES/SDS PROGRAM (MNR100001):LEGENDHYDROLOGIC SOIL GROUP TYPE AHYDROLOGIC SOIL GROUP TYPE BHYDROLOGIC SOIL GROUP TYPE CHYDROLOGIC SOIL GROUP TYPE DLEGENDHYDROLOGIC SOIL GROUP TYPE AHYDROLOGIC SOIL GROUP TYPE BHYDROLOGIC SOIL GROUP TYPE CHYDROLOGIC SOIL GROUP TYPE DHYDROLOGIC SOIL GROUP TYPE BHYDROLOGIC SOIL GROUP TYPE CHYDROLOGIC SOIL GROUP TYPE A/DHYDROLOGIC SOIL GROUP TYPE B/DHYDROLOGIC SOIL GROUP TYPE C/DFeet020004000 C40DETAILSDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/10/2022 8:54 PMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\05_Details.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review. C41DETAILSDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/10/2022 8:54 PMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\05_Details.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review. C42DETAILSDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/11/2022 11:58 AMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\05_Details.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review. River BirchBetula nigra 'Heritage'Burr OakQuercus macrocarpaBlack Hills White SprucePicea glauca 'Densata'Lawn Seed Mix (See Landscape Set, L-2)NOTE:1. See LANDSCAPE set for additional notes, plant list, andwetland buffer maintenance plan.2. See CIVIL set for stormwater area seed mix3. See CIVIL set for erosion control4. All plant material shall be guaranteed for one yearfollowing the date of building occupancyCALL GOPHER STATE ONE CALL BEFORE YOU DIGLegend + NotesEastern Red CedarJuniperus virginianaSkyline HoneylocustGleditsia tricanthos var. inermis 'Skycole'Tompa Norway SprucePicea abies 'Tompa'Lanham's Beehive SprucePicea abies 'Lanham's Beehive'Stormwater Seed Mix (See Civil Set)Swamp White OakQuercus bicolorAL-01BL-01Norway SprucePicea abiesWetland Buffer + Monuments (See Civil Set)Fragrant SumacRhus aromaticaBud's Yellow DogwoodCornus alba 'Bud's Yellow'Isanti DogwoodCornus sericea 'Isanti'copyright © 2022 studio gro, pllcLANDSCAPE PLANL-01Corcoran // SƵbstation CORCORAN, MNPrinted at 22 x 34scale 1" = 40'0' 40' 80'Owner:Wright-Hennepin ElectricRockford, MNDrawn by: sksChecked by: sksDate | Draft:1-18-2022 Preliminary Plat Review Set3-14-2022 Revised Per City Review BACKFILLHARDWOOD MULCHTOP OF ROOT BALL3; DIAMETEROF ROOT BALLSHRUB PLANTING - SECTION (TYP.)Not to ScaleBSTAKE (ONLY IF REQUIRED)PRIMARY ROOTROOT BALL3; DIAMETEROF ROOT BALLNot to ScaleATREE PLANTING - SECTION (TYP.)SLIGHTLY LESS THANDEPTH OF ROOT BALLBACKFILLCOMPOSTHARDWOOD MULCHGENERAL NOTES1. See Civil set for all project general notes2. See CIVIL set for erosion control3. See CIVIL for stormwater area seed mixTREE AND SHRUB PLANTING1. Tree and shrub stock shall conform to all state requirements for nursery stock.2. If the tree or shrub is container grown, score or prune the outside of the root ball to redirect circling fibrous roots.Carefully remove soil from the top of the root ball until the primary root is located.3. If the tree or shrub is balled and burlapped, carefully remove soil from the top of the root ball until the primary root islocated. Prune or remove any winding or girdling roots.4. Cut any wires, wire baskets, and/or containers and carefully remove from the tree root ball before placing in theplanting hole. Dispose of properly.5. Carefully remove all twine, cords, and/or wraps and remove from the root ball before placing in the hole. Dispose ofproperly.6. Scarify the sides and bottom of the planting hole.7. Make certain the planting depth is correct by locating the primary root. This is the top of the root ball. The top of theroot ball shall be elevated above the finished grade at the time of planting. The elevated distance shall be equivalentto the caliper size. For example, the top of a tree root ball for a 2" caliper tree shall be 2" above the finished grade.8. Carefully place the tree in the hole.9. Loosen backfill before filling planting hole. Fill planting hole half way with excavated planting soil. Water to eliminateair pockets. Do not tamp.10. Finish filling planting hole, tamp soil gently, and water immediately. Do not place backfill on top of the root ball, asdetermined by the primary root.11. Apply a 2" layer of double shredded, non-dyed, hardwood mulch above the compost. Maintain a 4" distance from thetrunk flare.12. Do not fertilize.13. Stake trees, only if necessary, to stay in plumb position.14. Prune tree to remove structural defects or to improve tree structure at the time of planting.COMPOSTPlanting DetailsPlanting NotesPlant Requirements and Plant ScheduleYEAR 1Establishment SPRING SEEDING:·Site Preparation: Late April - May.·Seed Installation: May 1 - June 1.Maintenance (same growing season):·Weed Control: Mow to a height of 6-8 inches once per month until September 30.·Weed Control: Spot spray invasive species while on-site for mowing maintenance.Establishment FALL SEEDING:·Site Preparation: Late August through early September.·Seed Installation: Late September to freeze-up.Maintenance (following growing season-spring following dormant fall seeding):·Weed Control: Mow to a height of 6-8 inches once per month until September 30.·Weed Control: Spot spray invasive species while on-site for mowing maintenance.YEAR 2Maintenance:·Weed Control: Mow to a height of 6-8 inches one time between June 1 and August 15 -before weeds set seed.·Weed Control: Spot spray invasive species while on-site for mowing maintenance.YEAR 3Maintenance:·Weed Control: Mow as necessary to a height of 6-8 inches to control persistent annual andperennial invasive species.·Weed Control: Spot spray invasive species while on-site for mowing maintenance.LONG TERMMaintenance:·Weed Control Options:··Spot Spray: Spot spray invasive species as needed.··Burn: Burn in a 3-5 year rotation, alternate spring and fall, if possible.··Hay: Hay in a 3-5 year rotation, late summer or early fall. Alternate with burning, ifpossible. Haying can be used as a substitute for burning.··Consecutive Burn: Burn consecutively for two years to clean up rough-looking sites.NOTEHerbicide spray must be approved for use in/adjacent to water/wetland.Wetland Buffer Maintenance PlanDrawn by: sksChecked by: sksDate | Draft:1-18-2022 Preliminary Plat Review Setcopyright © 2022 studio gro, pllcLANDSCAPE PLANL-02Corcoran // SƵbstation CORCORAN, MN Owner:Wright-Hennepin ElectricRockford, MN3-14-2022 Revised Per City Review Plan ViewBirds Eye View - Southwest CornerBirds Eye View - Northeast CornerDrawn by: sksChecked by: sksDate | Draft:1-18-2022 Preliminary Plat Review Setcopyright © 2022 studio gro, pllcLANDSCAPE PLAN-RENDERED PLAN VIEWL-03Corcoran II SƵbstation CORCORAN, MN Owner:Wright-Hennepin ElectricRockford, MN3-14-2022 Revised Per City Review Western Property LineNorthern Property LineEastern Property LineSouthern Property LineDrawn by: sksChecked by: sksDate | Draft:1-18-2022 Preliminary Plat Review Setcopyright © 2022 studio gro, pllcLANDSCAPE PLAN-RENDERED SECTIONSCorcoran II SƵbstation CORCORAN, MN Owner:Wright-Hennepin ElectricRockford, MNL-043-14-2022 Revised Per City Review Corcoran II Substation Outbuilding Material Board Wall Materials: The walls of the outbuilding will be constructed of a splitface or textured concrete block. There are several pigments available for these blocks. We plan on using the ‘Natural Gray’ color but are open to alternatives. Outside face of textured block Pigments available for splitface concrete block. We plan on using ‘Natural Gray’ for our outbuilding. Roofing Materials: The roof of the outbuilding will be sheathed with painted steel roofing. We will be using roofing that is like what is shown below. We plan on using ‘Ash Gray’ roofing panels but are open to alternatives. Ribbed metal roofing of a similar type will be used in construction. Ribbed metal roofing comes in a variety of colors which can be changed to suit the design requirements.We plan on using ‘Ash Gray’ roofing. Chain Link Fence Slatting: If required, Wright-Hennepin will install chain link fence slatting to help block the view of the interior of the substation. The project will require approximately 710 feet of slatting. We would install beige slatting but would be open to other colors if beige is unacceptable. A sample of the slatting is shown below. Cross-section of slatting Parking Lot Illumination: For lighting the parking lot, we will be placing two pole-mounted “cobra head” style lights. These lights will have either brown or gray exterior paint and be 162 wa tts. They will be mounted on wood or fiberglass poles. The poles will be 30 feet long and be buried at 10% of their length + 2 feet. The fixture heights will be at 27 feet. Cobra head light mounted on wooden pole. Detail of cobra head light. Security Illumination: For security lighting, we will use two twin LED lights with a motion sensor mounted above the doors of the outbuilding. One will be pointed towards the parking lot and the other will be pointing towards the interior of the substation. The lights are 26.6 watts. The sensors are adjustable for time, sensitivity and distance and can detect occupancy up to 72’ away. We plan on installing dark bronze fixtures. Lights will have a shutoff on the inside of the outbuilding in the event that an issue arises. This twin LED light is the style we plan on installing. Sensor detail Sensor control detail From:Natalie Davis To:Kevin Shay; Kendra Lindahl, AICP Subject:FW: Examples of stone fencing Date:Friday, March 25, 2022 3:51:49 PM Kevin, Below are links to examples of screening for WHE from Councilor Nichols. Thanks, Natalie Davis McKeown Planner Direct: 763-258-4272 From: Jeremy Nichols <jnichols@corcoranmn.gov> Sent: Friday, March 25, 2022 2:04 PM To: Natalie Davis <ndavis@corcoranmn.gov>; Jessica Beise <jbeise@corcoranmn.gov> Cc: Dean Jacobs <lazyj1995@outlook.com> Subject: Examples of stone fencing After the meeting yesterday I started looking for attractive fencing to consider. I found at least 2 sets that seemed promising and wanted to share them. Thanks very much, Jeremy Nichols https://www.vinylfenceanddeck.com/products/simulated-stone-fence/ https://theamericanfencecompany.com/2018/10/26/american-fence-company-partners-with-aftec- for-ultimate-security/ Corcoran II Substation Screening Pre -cast/Cast in place---Wall Pictures Artist Renderings for Corcoran II Corcoran II Substation Screening Pre -cast/Cast in place---Wall Pictures Artist Renderings for Corcoran II While a concrete wall is being considered to reduce sound and improve aesthetics for the proposed Corcoran II Substation, it negatively impacts or hurts both. In addition, it reduces the safety and operational efficiencies needed to provide reliable power for residents of Corcoran. As such, a concrete wall introduces significant new risks while delivering no project benefits. NEGATIVE OPERATIONAL AND SAFETY IMPACTS • Using a concrete wall instead of a chain-link fence will require demolition of sections of the wall if crews need access to underground feeder lines or substation equipment for repairs and maintenance. • Demolishing a wall to access equipment would decrease Wright-Hennepin’s (WH) operational efficiencies, leading to increased electric outage time and increased repair costs. • A non-movable concrete wall would create potentially dangerous conditions for WH crews working around or near high-voltage equipment with large apparatuses. • A concrete wall will cause the transformer to run hotter (usually during peak periods) because air flow will be restricted. This means WH will need to incorporate additional fans for cooling, adding an additional risk component. • A concrete wall would reduce reliability in electric service when Corcoran residents need it most. UNATTRACTIVE AESTHETICS • A concrete wall is not in line with the city’s preferred “natural landscaping” requirements set forth by the city code. • A concrete wall creates an unattractive, unnatural aesthetic as illustrated in the provided slides. • An obtrusive concrete wall would provide no better screening as compared to the chain-link fence and extensive landscaping plan set forth in WH’s current plan. • A concrete wall creates greater opportunities for graffiti and vandalism. LACK OF NOISE BENEFITS • A concrete wall would not provide sound abatement benefits beyond WH’s current plan of a fence with slats along with extensive landscaping. • The use of a modern transformer and a buffered site design, as proposed in WH’s current plan, maintain sound levels that fall well below Minnesota Noise Standards (Minn R 7030) and city code. • WH is utilizing a transformer with sound specifications 5 dBA (decibels) below industry standards of 65 dBA at a 3-foot distance. To ensure this sound level, the manufacturer has certified and tested the transformer at a level of 53.1 dBA, which is better than the specification requirements. • The sound of vehicles on County Road 116 will be louder than any noise from the substation. Comparing sound levels at a location where a trail could be located in the linear parkway (halfway between substation and County Road 116 – 150 feet from both), a car driving 55 mph will produce 53 dBA while one transformer will produce 20 dBA. The sound of a whisper registers 30 dBA. WH is unaware of any evidence that substantiates a case for a concrete wall. For all these reasons identified above, WH believes a concrete wall for the Corcoran II Substation is a poor idea. Why a concrete wall at the Corcoran II Substation doesn’t work Expected sound levels based on certified test results of transformer. WHAT IS A DBA? • dBAs are an expression of the relative loudness of sounds in air as perceived by the human ear. • A normal conversation occurs at 55 dBA. • For comparison, the existing Corcoran Substation transformer operates at 69 dBA. From:Curt Cordt, Engineering Director To:Kendra Lindahl, AICP Subject:Barrier Wall Date:Thursday, April 7, 2022 10:05:38 AM Attachments:image003.png image004.png image005.png Hi Kendra, I want to follow up on our conversation yesterday regarding the Corcoran II Substation Permit Application. On the subject of a wall, I did some additional research and talked to several consultants with expertise on barrier walls and substations. Based on extensive experience, their strong view is: non-concrete materials and non-concrete/vinyl-poly wall are not a fit in this situation. Their concerns center around safety and reliability. The poly-wall is not sufficient to protect the public and electrical workers in the event of a downed powerline or a public accident. The problem is the wall materials often break down, risk melting and causing fire. Keep in mind, the chain link even with slats, is a conductive fence that is grounded into the substation ground grid and bleeds off the energy into the ground. In places where poly walls are used for electrical isolation, they have deteriorated due to UV rays, freezing and heat. Their overall durability is poor, thereby causing significant O&M expense. These walls also crack, shift and create openings for wildlife and other debris. In many cases, the impregnable barrier required in NESC Code section 110 becomes compromised. As such, this impacts safety and reliability of the electrical supply station. Therefore, a non-concrete wall is not a viable option either. Kendra: please share this information with the Planning Commission. As you know, our concern has been and remains that, however well intentioned, their proposed solutions do not improve either sound abatement or aesthetics. But they do threaten safety, reliability, and the operational efficiency of the substation. Surely, no one wants these negative outcomes for Corcoran residents? Please let me know if you have any questions or concerns, I can help with on this. Thanks, Curt Curtis Cordt P.E. Engineering Director Wright-Hennepin Cooperative Electric Association O: (763) 477-3076 | C: (612) 240-7793 Email: ccordt@whe.org www.whe.org 6800 Electric Drive, Rockford, MN 55373 STAFF REPORT Agenda Item 9a. Council Meeting: April 14, 2022 Prepared By: Jessica Beise Topic: Water Supply Planning – Financial Analysis Action Required: Direction Summary: Since 2019, the City has been planning for the creation of a municipal water supply system. At the C ity’s most recent water supply planning work session, cost estimates were provided based on the current market. Staff has been working with Tammy Omdal , Northland Securities, the City ’s financial planning consultant to update the projections and assumptions in the City ’s Financial Management Plan. Tammy will be presenting the Council the findings at the Council meeting. Financial/Budget: N/A Options: 1. Provide feedback to staff on the financial model. Recommendation: Provide staff feedback on the fin ancial mod el . Council Action: Provide staff feedback on the fin ancial mod el . Attachments: N/A Memo To: Kevin Mattson, Public Works Director From: Kent Torve, PE, City Engineer File: 227704426/227704919 Date: April 7, 2022 Reference: Corcoran Well #1 – Bid Results, Notice of Award BACKGROUND Stantec received authorization to bid the Corcoran Well #1 project on February 24, 2022 and received MDH plan approval for the revised well location on March 9th. The ad was posted on Quest CDN on March 10 th and bids were received and opened on March 31 st. BID RESULTS & RECOMMENDATION The City received two responsive bids from Traut Companies and E.H. Renner & Sons. E.H. Renner & Sons was the low bid with a contract price of $218,772.00. Traut Companies’ bid was $256,377.00. The Engineer’s Estimate for the project was $309,710.00 based on recent bids of similar projects in 2021 and anticipated inflationary and demand cost escalations. While there was some cost escalation associated with materials such as steel casing pipe and concrete, the bids reflected minimal escalation in equipment and labor costs which constitute a larger portion of the work for this project. Therefore, we find these bids to be acceptable from a cost perspective. E.H. Renner & Sons is a reputable well drilling contractor located in Elk River, MN. The City will benefit from their experience in the area, local resources, as well as their experience in completing Test Well #1 in Corcoran. Stantec recommends that the contract for this project be awarded to E.H. Renner & Sons. SCHEDULE As previously discussed, it is preferable to construct the production well prior to final design of the water treatment plant in order to determine the well capacity and properly specify the pump sizing and electrical requirements, as that equipment will be bid and provided under the water treatment plant bid package. The well capacity that is determined during construction will also inform the City on the timing and urgency of siting additional wells to meet demand. The estimated schedule for contracting and construction is as follows: Bid Results, Notice of Award – April 14, 2022 (Council Meeting) Contracts Signed, Notice to Proceed – Approximately April 25, 2022 Substantial Completion – Approximately August 23, 2022 (120 Days from NTP) E.H. Renner & Sons has acknowledged and accepted the contract schedule requirements without exception. COUNCIL ACTION REQUESTED Staff is recommending Council accept the bid results and issue the contract Notice of Award to E.H. Renner & Sons. Agenda Item: 9b. April 7, 2022 Kevin Mattson, Public Works Director Page 2 of 2 Reference: Corcoran Well #1 – Bid Results, Notice of Award mf h:\city hall information\city government\council, commissions & committees\council information\council agendas\2022\04-14-2022\9b. well #1 bid results recommendation letter.docx BUDGET IMPACT The contracted cost for the construction of Well #1 in the amount of $218,772.00. ATTACHMENTS Bid Tabulation for Well #1, prepared by Stantec STAFF REPORT Agenda Item 9c. Council Meeting: April 14, 2022 Prepared By: Kevin Mattson Topic: Park Trail Road Improvements – Draft Feasibility Report Action Required: Direction Summary: On September 9, 2021, the city authorized staff to complete a feasibility study re lated to the proposed street improvements in the Park Trail Road neighborhood. Staff had rec eived a petition from reside nts living on Park Trail Road requesting the city initiate a project to pave the existing gravel road. Attached is the draft feasibility report outlining the recommended street improvements, preliminary assessment rolls, estimated project costs, schedule, and overall feasibility. The feasibility report is consistent with the city ’s adopted Special Assessme nt Policy. It is recommended that the City Council review the draft feasibility report presented and provide direction to staff on next steps. Financial/Budget: As a result of the higher than antici pated costs, primarily associated with the extensive underlying po or soil conditions, the finance gap is significant and estimated at $400,000. Options: 1. Direct staff to take no further action. 2. Direct staff to finalize the feasibility report to pave Park Trail Road. Recommendation: Staff recommends pausing th e project work. The Park Trail neighborhood has 6 vacant lots (almost half of the total lots) that would req uire future utility connections. At that point, the C ity Council could reconsider a future street and utility improveme nt project. Council Action: Provide staff direction. Attachments: 1. Draft Park Trail Road Improvements Feasibility Report i City of Corcoran Park Trail Improvements Project DRAFT Feasibility Report March 25, 2022 Prepared for: City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Prepared by: Stantec 1800 Pioneer Creek Center Maple Plain, MN 55359 ii Stantec Consulting Services Inc. 1800 Pioneer Creek Center, Maple Plain, MN 55359 Date Line File: 227704540 Attention: Kevin Mattson, PE Public Works Director City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Dear Mr. Mattson, Reference: Feasibility Report for Park Trail Improvements Project Please see the enclosed Feasibility Report for the Park Trail Improvements Project. We would be pleased to discuss this report in further detail and answer any questions that may come forth. Regards, Stantec Consulting Services Inc. Kent Torve P.E. City Engineer FEASIBILITY REPORT FOR PARK TRAIL IMPROVEMENTS PROJECT iii Table of Contents 1.0 INTRODUCTION ............................................................................................................ 1 1.1 PROJECT LOCATION ................................................................................................... 1 1.2 HISTORY ............................................................ERROR! BOOKMARK NOT DEFINED. 1.3 EXISTING CONDITIONS ............................................................................................... 1 1.3.1 Roadway ........................................................................................................ 1 1.3.2 Sewer and Water ........................................................................................... 2 1.3.3 Driveways ...................................................................................................... 2 1.3.4 Stormwater ..................................................................................................... 2 1.3.5 Private Utilities ............................................................................................... 2 2.0 PROPOSED IMPROVEMENTS ..................................................................................... 2 2.1 ROADWAY IMPROVEMENTS ....................................................................................... 2 2.2 DRIVEWAY IMPROVEMENTS....................................................................................... 3 2.3 RIGHT OF WAY AND EASEMENTS .............................................................................. 3 2.4 STORMWATER AND DRAINAGE .................................................................................. 3 2.5 UTILITIES ...................................................................................................................... 3 3.0 ESTIMATED PROJECT COSTS .................................................................................... 3 4.0 ASSESSMENTS ............................................................................................................ 4 5.0 PROJECT FINANCIALS ................................................................................................ 4 6.0 SUMMARY ..................................................................................................................... 5 6.1 PROJECT FEASIBILITY................................................................................................. 5 6.2 PROJECT SCHEDULE .......................................ERROR! BOOKMARK NOT DEFINED. 6.3 RECOMMENDATION ..................................................................................................... 5 LIST OF TABLES Table 5.1 ESTIMATED COSTS AND ASSESSMENTS .............................................................. 4 LIST OF FIGURES FIGURE 1 .................................................................................................................................. 6 APPENDIX A ............................................................................................................................. 7 APPENDIX B ............................................................................................................................. 8 APPENDIX C ............................................................................................................................. 9 APPENDIX D ............................................................................................................................10 FEASIBILITY REPORT FOR PARK TRAIL IMPROVEMENTS PROJECT 1 1.0 INTRODUCTION The City of Corcoran has authorized Stantec to prepare this report to provide an initial analysis of the feasibility, cost effectiveness, and necessity of proposed improvements for the local roadway identified as Park Trail. This report investigates the existing conditions of the roadways, options for proposed improvements, estimated costs, proposed assessments, a recommended schedule, and overall feasibility of the project. 1.1 PROJECT LOCATION/BACKGROUND This project is located just east of CR 116 and is west of the Ravinia Development. Park Trail is on the North and South sides of Gleason Parkway (66th Ave) and the north and south ends of Park Trail terminate in cul-de-sacs. Formally, the street and project area are within the boundary of the plat of Country Seasons Estates (platted in the 1980s) with properties ranging between 1.5 to 2.5 acres. The parcels are comprised of seven single family homes, and seven vacant lots (one of which is the city owned lot for a pond and unbuildable). The street has always been a gravel surface which was historically consistent with Gleason Parkway (66th Avenue N). As a requirement of the Ravinia development, improvements began in 2021 to upgrade Gleason Parkway (66th Ave.) by reconstructing into a bituminous parkway were initiated with construction to be finalized in 2022. Last year, the property owners petitioned to have a study for Park Trail to be brought up to an asphalt surface as well. The City Council then authorized the study to determine feasibility and cost of the proposed improvements. 1.2 EXISTING CONDITIONS 1.2.1 Roadway Park Trail is approximately 24 feet wide and generally centered within a 60-foot right of way. The street is of a rural type of construction, meaning no curb or gutter and the street surfaces drain to side swales and ditches. These ditches flow west to the nearby wetlands. The gravel surface has held up well over the past 40 years but is losing much of its defined center crown and the existing cul-de-sacs are both not up to current City standard diameter. Soil borings within the roadway were conducted in late January. Appendix A includes a copy of the geotechnical report provided by Haugo Geotechnical Services. The borings indicate the gravel section that currently is in place is very minimal and has degraded over time and will likely not meet current specifications for aggregate base. The soil boring number two identified organic soil from three inches to seven feet deep, and soil boring number three identified buried topsoil from four feet to seven feet deep. Both the organic soil and the buried topsoil are recommended to be excavated out since leaving this material in place will likely cause a substandard roadway subgrade which would lead to premature pavement deterioration. FEASIBILITY REPORT FOR PARK TRAIL IMPROVEMENTS PROJECT 2 1.2.2 Sewer and Water There is no existing sanitary sewer or water in the Park Trail roadway. The residents are all on private septic and well systems. As part of recent city projects, City watermain is available along Gleason Parkway and the Trunk sanitary sewer has been installed through the wetland complex west of Park Trail and north of 66th Street S. These utilities would still need to be extended to the individual lots to be make accessible to the property owners. 1.2.3 Driveways There are seven driveways within the project. Three driveways are gravel, one is concrete, and three are asphalt. 1.2.4 Stormwater The existing roadways are of a rural type of construction with drainage to the road swales that can be described as shallow ditches. These shallow ditches on the east side move water to the culverts and to the west to the wetland. The shallow ditches on the west side move water directly to the wetland. There are two culverts which drain the eastern side of the roadway to the western side. 1.2.5 Private Utilities Private utilities run underground adjacent to the roadway within the Right of Way. These include electric, gas, and communication. If the project moves forward a significant amount of private utility coordination will be necessary due to the depth of the sub cut. 2.0 PROPOSED IMPROVEMENTS Improvements as proposed consist of the following: 2.1 ROADWAY IMPROVEMENTS The intent of this proposed roadway improvement is to provide a new asphalt street surface which would be constructed in accordance with the design standards required by the City for a rural residential street. This design standard consists of a 3-1/2” asphalt pavement section over a suitable aggregate base and subgrade. The existing gravel surface is in poor shape and with a thickness varying from one inch to three inch. Of the four soil borings that were completed, soil boring number two & soil boring number three identified unsuitable soil underneath the road. FEASIBILITY REPORT FOR PARK TRAIL IMPROVEMENTS PROJECT 3 The proposed improvements would include the excavation and removal of the organic matter from underneath the roadway. This would need to be done both where it was at the surface as well as the locations where it was buried beneath the subgrade. The suitable material excavated would be stockpiled and reused. Some subgrade quantity would need to be removed to accommodate a sufficient aggregate base, this is typical of quantity balancing for a reconstruct. Once the subgrade is recompacted and graded, the project would place 15” of Class V and then 3.5” of bituminous with a 2-foot gravel shoulder. As noted previously, leaving the buried topsoil in place is not recommended as it will cause subgrade instability and will lead to premature deterioration of the roadway. Other methods considered include a subgrade stabilization such as concrete stabilization, but those treatments are better used when subgrade conditions have high moisture content and in this situation are not recommended to be done over organic soils. 2.2 DRIVEWAY IMPROVEMENTS Due to the nature of the improvements, limited driveway removed is recommended. This will allow existing driveway culverts to remain in place, reducing inconvenience to residents and reducing costs. 2.3 RIGHT OF WAY AND EASEMENTS No additional Right of Way or easements (temporary or permanent) are anticipated to complete the improvements proposed roadway improvements along Park Trail. 2.4 STORMWATER AND DRAINAGE The project will replace the two existing center line culverts. There was no modeling done with this project, but the culverts would be replaced in kind with concrete culverts. The 66th Avenue S. project incorporated treatment for approximately 2,900 square feet of impervious at the intersection. The project would be submitted for WMO approval, and additional stormwater management may be necessary. 2.5 UTILITIES As currently proposed extending public utilities is not included within this project. 3.0 ESTIMATED PROJECT COSTS Costs for the proposed project were estimated based on the improvements as described in this report. A copy of the cost estimate for this project is provided in Appendix B. For this project, the total estimated project cost for the roadway improvements is estimated to be $535,853.00. FEASIBILITY REPORT FOR PARK TRAIL IMPROVEMENTS PROJECT 4 4.0 ASSESSMENTS Under the State Local Improvement Code, known as chapter 429, the City of Corcoran has the authority to levy special assessments to parcels based upon the special benefit a parcel received from an improvement project. The City of Corcoran has a policy in place to ensure that the costs for improvements levied through special assessments are distributed in a fair and equitable manner. An appraisal report (Letter of Benefit) was created for the properties affected by the improvements along Park Trail to determine the anticipated benefit for the properties abutting the improvements. Appendix C contains the Letter of Benefit dated March 8th, 2022 by Nagell Appraisal Incorporated. The benefit due to paving/repaving the length Park Trail for those properties directly accessing the existing gravel portion of the roadway. In accordance with the Nagell Appraisal, the Single Family Residential Properties going from existing gravel to new pavement would see an average benefit of $15,000 - $25,000 per buildable lot. Vacant Residential Land going from existing gravel to new pavement would see an average benefit of $8,000 to $13,000 per buildable lot. Corcoran’s assessment policy states that for reconstruction and rehabilitation street improvements, the assessable cost is 90% of the low end of the range of the benefit. For this project, that means that the maximum assessment for a property with direct access to Park Trail is (0.9 x $15,000) = $13,500 for the single family residential properties and (0.9 x $8,000) = $7,200 for vacant residential land. The preliminary Assessment Roll calculates the total project cost and distributes it amongst the benefiting properties up to the maximum assessment amount as provided in the City of Corcoran Assessment Policy. A copy of the Preliminary Assessment Roll is included in Appendix D 5.0 PROJECT FINANCIALS Table 5.1 shows the project revenues and expenses for the recommended improvements. Table 5.1 ESTIMATED COSTS AND ASSESSMENTS Project Local Funds Special Assessments Total Park Trail Improvements Assessment Roll $398,153.00 $137,700 $535,853.00 Cost estimates for the project are provided in Appendix B. FEASIBILITY REPORT FOR PARK TRAIL IMPROVEMENTS PROJECT 5 6.0 SUMMARY 6.1 PROJECT FEASIBILITY The outlined project discussed previously is feasible as it relates to the general engineering principles, standards, and construction procedures and is in accordance with the City’s assessment policy. The project is necessary to make the required street improvements to maintain the quality and function of the current street system. The project is cost effective based on the existing conditions, public bidding, and acceptable construction standards for street improvements. The project is financially feasible. However, due to the significant City participation, the Council may want to consider whether the proposed improvements are warranted based on other needs in the City. forward. 6.2 RECOMMENDATION It is recommended that City Council discuss the feasibility report presented, review and discuss the preliminary assessment roll provided, & then consider the Improvements. FEASIBILITY REPORT FOR PARK TRAIL IMPROVEMENTS PROJECT 6 FIGURE 1 Improvement Area 6580 PARK TRAIL RD 6500 PARK TRAIL RD 6450 PARK TRAIL RD 6440 PARK TRAIL RD 6410 CO RD NO 116 6475 PARK TRAIL RD 6501 PARK TRAIL RD6545 PARK TRAIL RD 6575 PARK TRAIL RD 6605 PARK TRAIL RD 6610 PARK TRAIL RD 6650 PARK TRAIL RD 6620 CO RD NO 116 6640 CO RD NO 116 6710 PARK TRAIL RD 6690 PARK TRAIL RD REPLACE CULVERT REPLACE CULVERT >>>>66TH AVE N / GLEASON PARKWAYPA R K T R A I L R D PARK TRAIL RD 0+ 0 0 1 + 0 0 2 + 0 0 3+0 0 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+0 0 13+0 0 14+0 0 15+ 0 0 15+ 9 9 >>>>STORM SEWER ASPHALT SURFACE ESTIMATED UNSUITABLE SOIL LEGEND DWN BY: ISSUE DATE: PROJECT NO.:\\Us0242-ppfss01\shared_projects\227704540\technical\01- DESIGN\227704540_PAVEMENT.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.: SHEET TITLE:2/23/2022 12:43:39 PMPARK TRAIL FEASIBILITYSTUDYCORCORAN, MNPROJECT TITLE:MDG CHK'D BY: SKH APP'D BY: SKH CERTIFICATION: CLIENT: CITY OF CORCORAN 8200 COUNTY ROAD 116 CORCORAN , MN 55340 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PHONE: 763-479-4200 FAX: 763-479-4242 WWW.STANTEC.COM 11/22//2021 00DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: NOT FOR CONSTRUCTIONSB-1 SB-2 SB-3 SB-4 AREA 2 - ESTIMATED 1236 SQ YD ORGANICS FROM 0' - 7' AREA 3 - ESTIMATED 1674 SQ YD BURIED TOPSOIL FROM 4.5' - 7.0' FEASIBILITY REPORT FOR PARK TRAIL IMPROVEMENTS PROJECT 7 Appendix A Geotechnical Report February 4, 2022 Project Number: 21-1267 Mr. Kevin Mattson City of Corcoran 8200 County Road 116 Corcoran, MN 55340 RE: Geotechnical Exploration Report, Park Trail Road Feasibility Study, Corcoran, Minnesota Dear Mr. Mattson: We have completed the geotechnical exploration report for the Park Trail Road Feasibility Study in Corcoran, Minnesota. Four (4) soil borings were advanced along Park Trail Road that encountered about 1 to 3 inches of gravel surfacing (aggregate base) followed by about 4 ½ to 7 feet of clayey Fill and topsoil or buried topsoil at soil borings SB-2, SB-3 and SB-4. Below these materials the borings encountered clayey glacial till deposits that extended to the termination depths of the borings. Groundwater was not encountered in the soil borings. The topsoil encountered in the borings, especially SB-2, was organic in composition and is generally a poor-quality soil for pavement support. We typically recommend that all organic soils be removed from below the proposed pavement areas but in this case excavations to about 7 feet will be required along portions of the alignment. Excavations to those depths may not be cost effective or the benefit gained and because of that you may choose to limit the excavation depths for soil corrections. If this option is selected you must be aware that some long-term settlement of the pavements could occur which could potentially result in some cracks in the pavements and a reduced pavement life. Specific details regarding our procedures, results and recommendations follow in the attached geotechnical exploration report. Thank you for the opportunity to assist you on this project. If you have any questions or need additional information, please contact Paul Gionfriddo at 612-729-2959. Sincerely, Haugo GeoTechnical Services Jesse Miller, E.I.T. Paul Gionfriddo, P.E. Staff Engineer Senior Engineer GEOTECHNICAL EXPLORATION REPORT PROJECT: Park Trail Road Feasibility Study Corcoran, Minnesota PREPARED FOR: City of Corcoran 8200 County Road 116 Corcoran, MN 55340 PREPARED BY: Haugo GeoTechnical Services, LLC 2825 Cedar Avenue S. Minneapolis, Minnesota 55407 Haugo GeoTechnical Services Project: 21-1267 February 4, 2022 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Paul Gionfriddo, P.E. Senior Engineer License Number: 23093 Table of Contents 1.0 INTRODUCTION 1 1.1 Project Description 1 1.2 Purpose 1 1.3 Site Description 1 1.4 Scope of Services 1 1.5 Documents Provided 2 1.6 Locations and Elevations 2 2.0 FIELD PROCEDURES 2 3.0 RESULTS 3 3.1 Pavement and Soil Conditions 3 3.2 Groundwater 3 3.3 Laboratory Testing 4 3.4 OSHA Soil Classifications 4 4.0 DISCUSSION AND RECOMMENDATIONS 5 4.1 Proposed Construction 5 4.2 Discussion 5 4.3 Pavement Recommendations 6 4.4 Materials 7 5.0 CONSTRUCTION CONSIDERATIONS 7 5.1 Excavation 8 5.2 Observations 8 5.3 Testing 8 5.4 Winter Construction 8 5.5 Backfill and Fills 8 6.0 PROCEDURES 9 6.1 Soil Classification 9 6.2 Groundwater Observations 9 7.0 GENERAL 9 7.1 Subsurface Variations 9 7.2 Review of Design 9 7.3 Groundwater Fluctuations 10 7.4 Use of Report 10 7.5 Level of Care 10 APPENDIX 1 Boring Location Sketch Soil Boring Logs, SB-1 thru SB-4 Descriptive Terminology 1 1.0 INTRODUCTION 1.1 Project Description The City of Corcoran is proposing to upgrade the Park Trail Road from a grave surfaced roadway to a bituminous paved surface. We understand upgrading the roadway will generally include reshaping the existing roadway cross section, culvert replacements and possibly installing curb and gutter. Stantec Consulting Services, Inc. (Stantec), on behalf of the City of Corcoran, solicited bids to completed a geotechnical exploration for the project. Haugo GeoTechnical Services (HGTS), the successful bidder, was retained to completed the geotechnical exploration. 1.2 Purpose The geotechnical exploration included advancing 4 soil borings along the roadway alignment the purpose of which was to determine existing gravel thickness, characterize subsurface soil and groundwater conditions and provide recommendations for pavement construction, and utility (culvert) installations. 1.3 Site Description The project site is Park Trail Road which was a gravel road that extended north and south of 66th Ave North. The gravel road ended in cul-de-sacs on both the north and south ends of the alignment and provided access to single family residences. The roadway surface generally sloped downhill to the north with elevations at the soil boring locations ranging from about elevation 978 to 994 ½ feet above mean sea level (MSL). 1.4 Scope of Services Our services were performed in accordance HGTS proposal 21-1267 dated December 14, 2021. The specific scope of services was described in a Request for Proposal (RFP) from Stantec dated December 2, 2021 and was limited to the following tasks: Completing four (4) standard penetration test soil borings, each extending to nominal depths of 14 feet. • Sealing the borings in accordance with the Minnesota Department of Health requirements. • Visually classifying samples recovered from the soil borings. • Performing moisture content tests, P200 content tests, Atterberg limit tests, and unconfined compression tests on selected samples. • Preparing soil boring logs describing the soil types/classifications and results of water level measurements. • Preparing an engineering report summarizing soil condition and groundwater condition and provide recommendations for pavement design. 2 As described above the scope of services initially included performing laboratory Atterberg Limit and unconfined compressive strength tests. These tests were subsequently not required and eliminated from the exploration program at the request of Mr. Steven Hegland with Stantec in an email dated December 16, 2021. 1.5 Documents Provided We were provided with an RFP dated December 2, 2021 prepared by Stantec Consulting Services, Inc (Stantec) that described a scope work. The document was titled “Drilling Sampling and Geotechnical Recommendations for Park Trail Road Feasibility Study in Corcoran, MN.” The RFP included a map titled “Park Trail Feasibility Study.” The map showed the existing site conditions, proposed work area and the proposed soil boring locations. 1.6 Locations and Elevations The soil boring locations were selected by the City of Corcoran and/or Stantec and staked in the field in advance of our field work. The approximate soil boring locations are shown on the map provided by Stantec in the RFP. HGTS obtained the GPS coordinates and ground surface elevations at the soil boring locations using GPS technology based on the Minnesota County Coordinate System (Hennepin County). GPS coordinates and the ground surface elevations are also shown on Figure 2 in the Appendix. 2.0 FIELD PROCEDURES The four (4) standard penetration test (SPT) borings were advanced on January 24 and 25, 2022 by HGTS with a rotary drilling rig, using continuous flight augers to advance the boreholes. Representative samples were obtained from the borings, using the split-barrel sampling procedures in general accordance with ASTM Specification D-1586. In the split-barrel sampling procedure, a 2-inch O.D. split-barrel spoon is driven into the ground with a 140-pound hammer falling 30 inches. The number of blows required to drive the sampling spoon the last 12 inches of an 18-inch penetration is recorded as the standard penetration resistance value, or "N" value. The results of the standard penetration tests are indicated on the boring log. The samples were sealed in containers and provided to the HGTS office for testing and soil classification. A field log of each boring was prepared by the HGTS drill crew. The logs contained visual classifications of the soil materials encountered during drilling, as well as the driller's interpretation of the subsurface conditions between samples and water observation notes. The final boring logs included with this report represent an interpretation of the field logs and include modifications based on visual/manual method observation of the samples. The soil boring logs, general terminology for soil description and identification, and classification of soils for engineering purposes are also included in the appendix. The soil boring logs identify and describe the materials encountered, the relative density or consistency based on the Standard Penetration resistance (N-value, “blows per foot”) and groundwater observations. 3 The strata changes were inferred from the changes in the samples and auger cuttings. The depths shown as changes between strata are only approximate. The changes are likely transitions, variations can occur beyond the location of the boring. 3.0 RESULTS 3.1 Pavement and Soil Conditions Frozen Soils The soil borings were completed on January 24th and 25th, 2022 and the soils were frozen to a depth of about 2 to 3 feet below the ground surface at that time. Because of that the soils within the upper 3 feet of the soil strata were significantly higher than would be expected had the soils not been frozen. Therefore, the N-Values within the upper 3 feet of soil strata should not be relied upon as an accurate indicator of the soil’s strength. Soils Each of the four (4) soil borings encountered about 1 to 3 inches of aggregate base or possible aggregate base at the surface. Below the possible aggregate base, borings SB-3 and SB-4 encountered about 4 ½ feet of Fill that consisted of sandy lean clay and clayey sand that were brown, gray, tan, and dark brown in color. Soil borings SB-2 and SB-3 encountered buried topsoil below the possible aggregate base and/or Fill that extended to a depth of about 7 feet below the ground surface at boring SB-2 and 4 ½ feet at boring SB-3. The buried topsoil consisted of organic clay and sandy lean clay that was black and dark brown in color and contained traces of roots. Beneath the gravel surfacing (aggregate base), Fill, and buried topsoil, the soil borings encountered clayey glacial till soils consisting of sandy lean clay that extended to the termination depths of the soil borings. The native glacial clays were brown and gray in color and contained varying amounts of gravel. N-Values within the glacial till ranged from 2 to 13 bpf, indicating a soft to stiff consistency. 3.2 Groundwater Groundwater was not encountered in the soil borings while drilling and sampling or after removal of the auger from the boreholes. Groundwater appears to be below the depths explored by our borings. We do not anticipate that groundwater will be encountered during construction. Water levels were measured on the dates as noted on the boring logs and the period of water level observations was relatively short. Given the cohesive nature of soils encountered, it is possible that insufficient time was available for groundwater to seep into the borings and rise to its hydrostatic level. Groundwater monitoring wells or piezometers would be required to more accurately determine water levels. Seasonal and annual fluctuations in the groundwater levels should be expected. 4 3.3 Laboratory Testing Laboratory moisture, P-200, and organic content tests were performed on selected samples recovered from the soil borings. Table 1 below summarizes the results of the laboratory tests. Results of the laboratory moisture content tests are also shown on the boring logs adjacent to the sample tested. Table 1. Summary of Laboratory Tests Boring Number Sample Number Depth (feet) Moisture Content (%)* P-200 Content (%)* Organic Content (%) * SB-1 SS-1 Agg Base 7 ½ 9 ½ - SB-1 SS-2 2 ½ 25 ½ - - SB-1 SS-4 7 ½ 23 ½ - - SB-2 SS-15 Agg Base 7 14 - SB-2 SS-16 2 ½ 20 ½ - 4 SB-2 SS-17 5 42 - 26 ½ SB-2 SS-18 7 ½ 28 ½ - - SB-3 SS-22 Agg Base 9 19 - SB-3 SS-23 2 ½ 19 ½ - - SB-3 SS-25 7 ½ 11 - - SB-4 SS-8 Agg Base 7 17 - SB-4 SS-9 2 ½ 8 - SB-4 SS-10 5 18 - - *Moisture content tests were rounded to the nearest ½ percent 3.4 OSHA Soil Classification Excavations for culvert installation and roadway construction are anticipated to be on the order of 5 feet deep or less. At the anticipated excavation depths, the soil borings encountered; sandy lean clay, organic clay and clayey sand, generally meeting the ASTM classifications of CL, OL, and SC, respectively. The clayey sand (SC) will generally be Type C soils under Department of Labor Occupational Safety and Health Administration (OSHA) guidelines. The clayey soils (CL and OL) will generally be Type B soils under (OSHA) guidelines. An OSHA-approved qualified person should review the soil classification in the field. Excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, “Excavations and Trenches.” This document states excavation safety is the responsibility of the contractor. The project specifications should reference these OSHA requirements. 5 4.0 DISCUSSION AND RECOMMENDATIONS 4.1 Proposed Construction This project will include shaping and paving Park Trail Road in Corcoran, Minnesota. We anticipate that site grading will consist of earthwork necessary for roadway reconstruction and we do not anticipate any significant changes in the roadway alignment or roadway grades. Cuts or fills for permanent grade change, if any, are assumed to be less than 2 feet. We anticipate the project will also include culvert replacements and could potentially include new curb and gutter. We were not provided specific information regarding pipe (culvert) invert elevations, pipe sizes or pipe materials. We assume the new pipe could consist of corrugated metal, reinforced concrete, PVC or HDPE materials and will be constructed at typical burial depths at about 5 feet below existing site grades. We were not provided specific traffic counts (Average Annual Daily Traffic, AADT) or vehicle distribution for the roadways. We anticipate the streets will be utilized mainly by automobiles and light trucks, school buses and garbage trucks. It appears that approximately 7 homes are located along Park Trail and therefore anticipate that the associated Equivalent Single Axle Loads (ESAL’s) will be significantly less than 50,000 over a 20-year design life. Changes in the nature, design, or location of all or parts of this project may occur. Likewise, if the proposed traffic volumes exceed these values we should be informed. Additional analyses and revised recommendations may be necessary. 4.2 Discussion The aggregate base or possible aggregate base encountered in the borings may have been originally placed as virgin Class 5 aggregate base but appears to have degraded over time possibly due to traffic loads and frost action. The P-200 contents generally exceeded 10 percent. Since new/virgin Class 5 aggregate base has a P-200 content less than 10 percent it is likely the existing possible aggregate base will not meet MN/DOT Class 5 gradation requirements. The origin of the Fill encountered in the boring is unknown but was likely placed during construction of the existing roadway. The Fill was composed of sandy lean clay and clayey sand that are generally suitable for roadway support but are frost susceptible materials. These soils can heave when they become saturated freeze and can lose strength when they thaw. Keeping water levels well below the pavement section, reducing the potential for water to infiltrate into the subgrade soils below the pavement section and/or replacing the frost susceptible materials with non-frost susceptible material can aid in reducing the potential for heave. The soil identified as “buried topsoil” had an organic content ranging from 4 to 26 ½ percent, indicating these soils were organic. Organic soils or soil containing organic material are typically compressible (i.e., can potentially settle) and are generally a poor-quality soil for pavement support. We typically recommend removing all organic soils from below the pavement and oversize areas and replacing them with suitable compacted engineered fill. In this case excavations to remove the buried topsoil will extend to depths about 7 feet below the ground surface and excavations deeper than about 3 feet below the pavement section may not be 6 cost effective for the benefit gained. In addition, the buried topsoil has likely been in-place for several years and has likely reached an equilibrium with respect to settlement and the current traffic loads. Provided there is no significant raise in site grades the potential for significant additional settlement appears to be low. For those reasons you may choose to limit the excavation depths for soil corrections. If this option is selected you must be aware that some long-term settlement of the pavements could occur which could potentially result in some cracks in the pavements and a reduced pavement life. It is our opinion that the underlying soils are generally suitable for engineered fill and foundation support. Soft clayey soils, if encountered, will need to be remove and replaced as needed with suitable compacted engineered fill. The laboratory moisture contents of the clayey soils ranged from about 11 to 42 percent with most of the values greater than 20 percent. These values indicate the clayey soil were likely above their estimated optimum soil moisture content based on the standard Proctor test. Clayey soil that will be reused as fill or backfill will likely require significant moisture conditioning (drying) to meet the recommended compaction levels. Summer months are typically more favorable for drying wet clays. Groundwater Groundwater was not encountered in the borings while drilling and sampling or after removal of the auger from the boreholes. We do not anticipate that groundwater will be encountered during construction. Utilities/Culverts The project will include culvert replacements. The organic soil (i.e., topsoil/buried topsoil) are not suitable for utility support and will need to be removed and replaced from below the pipe inverts and replaced as needed with suitable compacted engineered fill. 4.3 Pavement Recommendations General The City of Corcoran (City) may have standard plates that dictate pavement design. If so, we recommend that the pavements be designed and constructed in accordance with the City standard plates. The following paragraphs provide general pavement recommendations in the absence of City standard plates. Subgrade Preparation We recommend removing all vegetation, topsoil and any soft or otherwise unsuitable materials from beneath the pavement subgrade. Backfill, if needed, to attain pavement subgrade elevation can consist of any mineral soil provided it is free of organic material or other deleterious materials. Granular fill classified as SP or SP-SM should be placed within 65 percent to 105 percent of its optimum moisture content as determined by the standard Proctor. Other fill soils should be placed with moisture contents within a range of 1 percentage point below and 3 percentage points above its optimum moisture content. The upper 3 feet of fill and backfill should be compacted to a minimum of 100 percent of its standard Proctor maximum dry density. Prior to placing the aggregate base, we recommend compacting and/or test rolling the subgrade soils to identify soft, weak, loose, or unstable areas that may require additional subcuts. 7 R-Value R-Value testing was beyond the scope of this project. The near surface soils encountered in the borings consisted predominantly of sandy lean clay, organic clay, and clayey sand, corresponding to the ASTM Classifications of CL, OL and SC, respectively. It is our opinion an assumed R-Value of 10 can be used for pavement design. Sand Subbase-Optional Because of the poor frost/drainage properties of the clayey subgrade soils on the site you may wish to consider placing a minimum 1 ½ foot thick drained sand sub- base below the aggregate base course in the new pavement areas. We recommend using sand with less than 12% passing the #200 sieve, such as MN/DOT 3149.2B2 (Select Granular Borrow). If the sand sub-base is used, we recommend the sub-base extend beneath the curbs and to 2 feet beyond the outside edges of the curbs for frost and drainage uniformity. Sand layers outside the curbs should be capped with slow draining soil to reduce surface water infiltration. If a sand sub-base is used in the pavement areas, drainpipes (drain tile) should be installed to remove infiltrating water. The drain tile should be connected to the catch basins or daylight in ditches. The slope of the bottom of the sub-cut should be such that water is directed to the drainage areas. The sub-cut bottom should not include depressions that can act as reservoirs for water collection. Pavement Section Based on an estimated R-value of 10 and a maximum of 50,000 ESAL’s we recommend pavement section consisting of a minimum of 4 inches of bituminous underlain by a minimum of 9 inches of aggregate base. 4.4 Materials We recommend aggregate base meeting MN/DOT specification 3138 for Class 5 aggregate base. We recommend the aggregate base be compacted to 100 percent of its maximum standard Proctor dry density. We recommend that the bituminous wear and base courses meet the requirement of MN/DOT specification 2360. We recommend the bituminous pavements be compacted to at least 92% of the maximum theoretical density. If roadway improvements will include concrete curb and gutter, we recommend specifying concrete that has a minimum 28-day compressive strength of 4,000 psi, and a modulus of rupture of at least 600 psi. We recommend Type I cement meeting the requirements of ASTM C150. We recommend specifying 5 to 7 percent entrained air for exposed concrete to provide resistance to freeze-thaw deterioration. We also recommend using a water/cement ratio of 0.45 or less for concrete exposed to deicers. 8 5.0 CONSTRUCTION CONSIDERATIONS 5.1 Excavation Excavations for culvert installation and roadway construction are anticipated to be on the order of 5 feet deep or less. At the anticipated excavation depths, the soil borings encountered; sandy lean clay, organic clay and clayey sand, generally meeting the ASTM classifications of CL, OL, and SC, respectively. The clayey sand (SC) will generally be Type C soils under Department of Labor Occupational Safety and Health Administration (OSHA) guidelines. The clayey soils (CL and OL) will generally be Type B soils under (OSHA) guidelines. Temporary excavations in Type C soils should be constructed at a minimum of 1 ½ foot horizontal to every 1-foot vertical within excavations, while excavations in Type B soils should be constructed at a minimum of 1 foot horizontal to every 1-foot vertical within excavations. Slopes constructed in this manner may still exhibit surface sloughing. If site constraints do not allow the construction of slopes with these dimensions, then temporary shoring may be required. 5.2 Observations A geotechnical engineer or qualified engineering technician should observe the excavation subgrade to evaluate if the subgrade soils are similar to those encountered in the borings and adequate to support the proposed construction. 5.3 Testing We recommend density tests of backfill and fills placed during pavement construction. Samples of the proposed materials should be submitted to our laboratory prior to placement for evaluation of their suitability and to determine their optimum moisture content and maximum dry density (Standard Proctor). 5.4 Winter Construction If site grading and construction is anticipated to proceed during cold weather, all snow and ice should be removed from cut and fill areas prior to additional grading and placement of fill. No fill should be placed on frozen soil and no frozen soil should be used as fill or backfill. Concrete delivered to the site should meet the temperature requirements of ASTM and/or ACI. Concrete should not be placed on frozen soil. Concrete should be protected from freezing until the necessary strength is obtained. 5.5 Backfill and Fills Site soils that will be excavated and reused as backfill and fill may need to be moisture conditioned (wetted or dried) to achieve the recommended compaction. We recommend that fill and backfill be placed in lifts not exceeding 4 to 12 inches, depending on the size of the compactor and materials used. 9 6.0 PROCEDURES 6.1 Soil Classification The drill crew chief visually and manually classified the soils encountered in the borings in general accordance with ASTM D 2488, “Description and Identification of Soils (Visual-Manual Procedure)”. Soil terminology notes are included in the Appendix. The samples were returned to our laboratory for review of the field classification by a geotechnical engineer. Samples will be retained for a period of 30 days. 6.2 Groundwater Observations Immediately after taking the final samples in the bottom of the boring, the hole was checked for the presence of groundwater. Immediately after removing the augers from the borehole the hole was once again checked and the depth to water and cave-in depths were noted. 7.0 GENERAL 7.1 Subsurface Variations The analyses and recommendations presented in this report are based on data obtained from a limited number of soil borings. Variations can occur away from the boring, the nature of which may not become apparent until additional exploration work is completed, or construction is conducted. A reevaluation of the recommendations in this report should be made after performing on-site observations during construction to note the characteristics of any variations. The variations may result in additional foundation costs and it is suggested that a contingency be provided for this purpose. It is recommended that we be retained to perform the observation and testing program during construction to evaluate whether the design is as expected, if any design changes have affected the validity of our recommendations, and if our recommendations have been correctly interpreted and implemented in the designs, specifications and construction methods. This will allow correlation of the soil conditions encountered during construction to the soil borings and test pits and will provide continuity of professional responsibility. 7.2 Review of Design This report is based on the design of the proposed structures as related to us for preparation of this report. It is recommended that we be retained to review the geotechnical aspects of the design and specifications. With the review, we will evaluate whether any changes have affected the validity of the recommendations and whether our recommendations have been correctly interpreted and implemented in the design and specifications. 10 7.3 Groundwater Fluctuations We made water level measurements in the borings at the times and under the conditions stated on the boring log. The data was interpreted in the text of this report. The period of observation was relatively short and fluctuations in the groundwater level may occur due to rainfall, flooding, irrigation, spring thaw, drainage, and other seasonal and annual factors not evident at the time the observations were made. Design drawings and specifications and construction planning should recognize the possibility of fluctuations. 7.4 Use of Report This report is for the exclusive use of the City of Corcoran and their design team to use to design the proposed structures and prepare construction documents. In the absence of our written approval, we make no representation and assume no responsibility to other parties regarding this report. The data, analysis and recommendations may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. 7.5 Level of Care Haugo GeoTechnical Services, LLC has used the degree of skill and care ordinarily exercised under similar circumstance by members of the profession currently practicing in this locality. No warranty expressed or implied is made. 1 APPENDIX Haugo GeoTechnical Services, LLC 2825 Cedar Avenue S. Minneapolis, MN 55407 Figure #: 1 Drawn By: EC Date: 2-4-2022 Scale: None Project #: 21-1267 Soil Boring Location Sketch Park Trail Road Feasibility Study Corcoran, MN Legend Approximate Soil Boring Location Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search, appraisal, survey, or for zoning verification. SB-4 SB-3 SB-1 SB-2 HGTS# 21-1267 Figure 2: GPS Boring Locations Referencing Minnesota County Coordinates Basis – Hennepin County Boring Number Elevation (US Survey Feet) Northing Coordinate Easting Coordinate SB-1 979.7 203238.848 459848.382 SB-2 977.9 202991.92 459726.341 SB-3 982.2 202394.249 459986.436 SB-4 994.5 201969.014 459893.475 Approximately 1 Inch of possible Aggregate Base P-200=9.5% (CL) Sandy Lean Clay, trace Gravel, gray and brown, frozen to about 2 to 3 feet then wet, hard. (Glacial Till) (CL) Sandy Lean Clay, trace Gravel, gray and brown, wet, rather soft to rather stiff. (Glacial Till) Bottom of borehole at 14.5 feet. AU 1 SS 2 SS 3 SS 4 SS 5 SS 6 SS 7 12-22-26 (48) 2-5-6 (11) 2-2-2 (4) 2-3-2 (5) 2-2-4 (6) 4-3-4 (7) 7.5 25.5 23.5 NOTES GROUND ELEVATION 979.7 ft LOGGED BY MS DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS - 120 GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 1/24/22 COMPLETED 1/24/22 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0.0 2.5 5.0 7.5 10.0 12.5 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-1 CLIENT Park Trail Road Feasibility Study PROJECT NUMBER 21-1267 PROJECT NAME City of Corcoran PROJECT LOCATION Corcoran, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 2/4/22 15:55 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1267 PARK TRAIL ROAD FEASIBILITY STUDY.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Approximately 3 Inches of possible Aggregate Base P-200=14% Organic Clay, black, frozen to about 2 to 3 feet then wet. (Buried Topsoil) Organic Content: 4% Organic Content 26.5% (CL) Sandy Lean Clay, trace Gravel, gray and brown, wet, soft to medium. (Glacial Till) Bottom of borehole at 14.5 feet. AU 15 SS 16 SS 17 SS 18 SS 19 SS 20 SS 21 10-22-16 (38) 4-4-6 (10) 2-1-1 (2) 1-2-1 (3) 2-3-4 (7) 2-3-5 (8) 7 20.5 42 28.5 NOTES GROUND ELEVATION 977.9 ft LOGGED BY MS DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS - 120 GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 1/24/22 COMPLETED 1/24/22 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0.0 2.5 5.0 7.5 10.0 12.5 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-2 CLIENT Park Trail Road Feasibility Study PROJECT NUMBER 21-1267 PROJECT NAME City of Corcoran PROJECT LOCATION Corcoran, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 2/4/22 15:55 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1267 PARK TRAIL ROAD FEASIBILITY STUDY.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Approximately 2.5 Inches of possble Aggregate Base P-200: 19% Sandy Lean Clay, trace Gravel, brown and gray, frozen to about 2 to 3 feet then wet. (Fill) Sandy Lean Clay, trace Gravel, boack and dark brown, wet. (Buried Topsoil) (CL) Sandy Lean Clay, trace Gravel, brown and gray, wet, medium to rather stiff. (Glacial Till) (CL) Sandy Lean Clay, trace Gravel, gray, wet, stiff. (Glacial Till) Bottom of borehole at 14.5 feet. AU 22 SS 23 SS 24 SS 25 SS 26 SS 27 SS 28 10-22-18 (40) 4-7-4 (11) 2-3-4 (7) 3-3-5 (8) 2-4-6 (10) 3-5-5 (10) 9 19.5 11 NOTES GROUND ELEVATION 982.2 ft LOGGED BY MS DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS - 120 GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 1/24/22 COMPLETED 1/24/22 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0.0 2.5 5.0 7.5 10.0 12.5 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-3 CLIENT Park Trail Road Feasibility Study PROJECT NUMBER 21-1267 PROJECT NAME City of Corcoran PROJECT LOCATION Corcoran, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 2/4/22 15:55 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1267 PARK TRAIL ROAD FEASIBILITY STUDY.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Approximately 3 Inches of Aggregate Base P-200=17% Clayey Sand, trace Gravel, tan and dark brown, frozen to about 2 to 3 feet then wet. (Fill) (CL) Sandy Lean Clay, trace Gravel, brown, wet, rather stiff to stiff. (Glacial Till) Bottom of borehole at 14.5 feet. AU 8 SS 9 SS 10 SS 11 SS 12 SS 13 SS 14 10-14-12 (26) 4-5-5 (10) 6-5-7 (12) 4-4-6 (10) 5-6-7 (13) 4-6-5 (11) 7 8 18 NOTES GROUND ELEVATION 994.5 ft LOGGED BY MS DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS - 120 GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 1/24/22 COMPLETED 1/24/22 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0.0 2.5 5.0 7.5 10.0 12.5 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-4 CLIENT Park Trail Road Feasibility Study PROJECT NUMBER 21-1267 PROJECT NAME City of Corcoran PROJECT LOCATION Corcoran, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 2/4/22 15:55 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1267 PARK TRAIL ROAD FEASIBILITY STUDY.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 FEASIBILITY REPORT FOR PARK TRAIL IMPROVEMENTS PROJECT 8 Appendix B Estimated Costs Item Description Units Quantity Unit Price Subtotal 1 REMOVE CULVERT LIN FT 88 10.00$ 880.00$ 2 REMOVE STORM SEWER FLARED-END EACH 4 280.00$ 1,120.00$ 3 SAWING DRIVEWAY PAVEMENT LIN FT 80 8.00$ 640.00$ 4 COMMON EXCAVATION (SUITABLE MATERIAL) 0-15" SB-1 (0+25 - 2+25)CU YD 520 12.00$ 6,240.00$ 5 COMMON EXCAVATION OFFSITE (UNSUITABLE EXCAVATION) 15"-7' SB-2 (2+25 - 5+80)CU YD 2369 30.00$ 71,070.00$ 6 COMMON EXCAVATION OFFSITE (UNSUITABLE EXCAVATION) 0-15" SB-2 (2+25 - 5+80)CU YD 515 30.00$ 15,450.00$ 7 COMMON EXCAVATION (SUITABLE MATERIAL) 0-15" SB-3 (6+85 - 11+60)CU YD 698 12.00$ 8,380.00$ 8 COMMON EXCAVATION (SUITABLE MATERIAL) 15"-4.5' SB-3 (6+85 - 11+60)CU YD 1816 12.00$ 21,788.00$ 9 COMMON EXCAVATION OFFSITE (UNSUITABLE EXCAVATION) 4.5-7' SB-3 (6+85 - 11+60)CU YD 1397 30.00$ 41,900.00$ 10 COMMON EXCAVATION (SUITABLE MATERIAL) 0-15" SB-4 (11+60 - 15+60)CU YD 841 12.00$ 10,090.00$ 177,558.00$ Item Description Units Quantity Unit Price Subtotal 1 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT 480 5.00$ 2,400.00$ 2 CULVERT PROTECTION EACH 2 300.00$ 600.00$ 3 HYDROSEED - TURF MIX SQ YD 700 4.50$ 3,150.00$ 4 COMMON TOPSOIL BORROW CU YD 60 45.00$ 2,700.00$ 8,850.00$ Item Description Units Quantity Unit Price Subtotal 1 BITUMINOUS PAVEMENT - BASE COURSE - 2"TON 580 85.00$ 49,300.00$ 2 BITUMINOUS PAVEMENT - WEAR COURSE - 1-1/2"TON 400 90.00$ 36,000.00$ 3 BITUMINOUS MATERIAL FOR TACK COAT GAL 352 3.50$ 1,233.49$ 4 BASE PREPARATION RDST 15 250.00$ 3,808.00$ 5 COMMON BORROW (MASS BALANCE) CU YD 352 25.00$ 8,795.83$ 6 AGGREGATE SHOULDERING - CLASS 2 TON 118 45.00$ 5,327.95$ 7 AGGREGATE BASE - CLASS 5 - 15" Thick (4) (CV)CU YD 2573 30.00$ 77,200.00$ 8 15" RC PIPE CULVERT LIN FT 40 80.00$ 3,200.00$ 9 15" RC PIPE APRON EACH 2 2,000.00$ 4,000.00$ 10 21" RC PIPE CULVERT LIN FT 48 90.00$ 4,320.00$ 11 21" RC PIPE APRON EACH 2 2,500.00$ 5,000.00$ 12 DRIVEWAY TRANSITION (MATCH EXISTING)EACH 7 800.00$ 5,600.00$ 203,786.00$ Item Description Units Quantity Unit Price Subtotal 1 MOBILIZATION & DEMOBILIZATION LUMP SUM 1 20,000.00$ 20,000.00$ 2 TRAFFIC CONTROL LUMP SUM 1 2,000.00$ 2,000.00$ 22,000.00$ 412,194.00$ 123,659.00$ 535,853.00$ NOTES (1) (2) (3) (4) All organic material idenified in the soil borings removed offsite TOTAL PROJECT COST INDIRECT PROJECT COSTS (30%) 15" thick class 5 aggregate over the excvated road section Importated suitable material used to replace the removed organic soil All excavated material determined suitable material by engineer (above organic soil) TOTAL ROADWAY CONSTRUCTION COSTS PARK TRAIL STREET IMPROVEMENTS - ENGINEER COST ESTIMATE CITY OF CORCORAN 3/25/2022 REMOVALS REMOVALS COSTS OTHER OTHER COSTS EROSION CONTROL INFRASTRUCTURE IMPROVEMENTS INFRASTRUCTURE IMPROVEMENTS COSTS EROSION CONTROL COSTS FEASIBILITY REPORT FOR PARK TRAIL IMPROVEMENTS PROJECT 9 Appendix C Appraisal Report Report Type Real Estate Consulting Letter Report (Restricted Appraisal) Effective Date March 8, 2022 Prepared By: Ethan Waytas, MAI, Appraiser William R. Waytas, SRA, Appraiser Nagell Appraisal Incorporated 12805 Highway 55, Suite 300 Plymouth, Minnesota 55441 Tel: 952.544.8966 | Fax: 952.544.8969 Client Subject Property City of Corcoran Street Improvement Project Attn: Jessica Beise, City Administrator Park Trail Road 8200 County Road 116 Corcoran, MN 55340 Corcoran, MN 55340 File # V2201001 Nagell Appraisal Incorporated | 952.544.8966 Page 1 NAGELL APPRAISAL INCORPORATED 12805 Highway 55 #300 Phone 952-544-8966 Plymouth, MN 55441 Fax 952-544-8969 Established in 1968 __________________________________________________________________________ City of Corcoran March 15, 2022 Attn: Jessica Beise, City Administrator 8200 County Road 116 Corcoran, MN 55340 To Jessica Beise: Per your request, this is a letter report to assist the city for guidance regarding a street improvement project within Corcoran (see attached map for the location of the street in the project). The project is a street improvement of Park Trail Road. This report is not an appraisal of a specific property, but rather provides a preliminary opinion of a general range of market benefit, if any, for similar properties. Relevant information, including USPAP, is retained in the workfile. If an appraisal of a specific property was performed, the findings of that report are considered likely to be consistent with the findings in this document (but could vary). The letter can function as a test of reasonableness for the proposed assessments. SCOPE OF ASSIGNMENT In accordance with your request, a drive-by viewing of the properties has been made along with some general market comments regarding benefit (if any) for the street and utility improvement project as it relates to the subject market. As noted in the engagement letter, no specific sales data has been collected for this assignment. The general market comments are based on past appraisals, experience, and market information. Pictures of the streets were taken on March 8, 2022 by William R. Waytas. The appraiser also viewed aerial/satellite image on the county GIS website and Google street view images. Project information and documents were provided; the conclusions and information from the report were a part of the overall consulting letter analysis. The preliminary engineering report is retained in the appraiser’s workfile. PROJECT The City of Corcoran is proposing to pave the existing gravel road. The project would be a “shape and pave”, which appears to be grading of the existing road base and then 3.5 inches of new asphalt paving. There would also be a gravel shoulder. Per request, you desire to know the benefit (if any) as it impacts properties in the project area. Motivation for the road improvement project stemmed from deteriorating road surface and/or base, along with paving existing gravel roads. Page 2 Nagell Appraisal Incorporated | 952.544.8966 AREA DESCRIPTION The City of Corcoran is a western outlying suburban community located approximately 35 minutes northwest of Downtown Minneapolis. The population was 5,500 as of 2010 census (a decrease of 2.3% from the 2000 census). The commercial portion of the city is located at the intersection of County Roads 10 & 116. The remainder of the city is mostly made up of rural residential, large estate-sized residential and newer scattered single-family residential developments. Corcoran has a reputation as a stable communi ty. Access to most shopping and surrounding communities is within 15 minutes. Most existing buildings in the area range from average to good quality. No apparent adverse influences. The population for Corcoran in 2010 was 5.379, down from 5,630 in 2000—a 4.5% decrease. The 2020 estimated population is 6,185, a 15.0% increase. Single family homes generally range in value between $200,000 and $650,000+ in the City Limits with an average of about $610,000 (MLS statistics). The city is a mixture of residential, industrial, and commercial. Most homes are average quality. SUBJECT PROPERTIES The project area consists of single-family residential homes and vacant land. An exact number of properties being assessed was not available at this time. EXISTING STREETS & UTILITIES Physical Condition of the Existing Road: The existing road improvements are gravel road. The road condition, based on the visual inspection of the streets, is rated to be poor. Physical Condition of Existing Utilities: The utilities in the area are a mixture private well and septic and public water and public sanitary sewer (public electricity and gas are available for all properties). The existing homes reportedly have private well and septic. Functional Design of the Road: The existing road is dated and in poor condition (gravel). Road and utility infrastructure in poor to fair condition do not meet the expectations of typical mark et participants in this suburban market for re-development, resale price, and/or updating the current uses. Overall, the existing street improvements are in poor to fair + condition, are beginning to look dated (or function) and reflect likewise on the adjoining and side street properties. Nagell Appraisal Incorporated | 952.544.8966 Page 3 PROPOSED IMPROVEMENTS The city is proposing to pave the existing gravel road with new asphalt. There are no proposed updates to the utility infrastructure. Given the existing condition of the road, the proposed project is logical. If any of the above descriptions change, the benefit due to the project could differ. HIGHEST AND BEST USE The subject project area is located in the eastern portion of the city in an area of residential and agricultural land uses. Owners in the subject area appear to update their property as needed when site and building components wear out or become dated. Owners in the overall area commonly pave their driveways or maintain parking lots as needed, recognizing it adds value when done. Therefore, it is logical to update the road and/or utility infrastructure to the subject properties as needed, as these are essential property characteristics that are expected in this market. An informed buyer would consider the condition of the road, traffic flow/management, and utilities. A well-constructed and good condition road provides aesthetic appeal to a property and efficient/safe traffic flow. Given a choice, a potential informed buyer would likely prefer a newer road with good traffic flow over a deteriorating road with fair traffic flow. Additionally, a potential informed buyer would likely prefer newer utility infrastructure as compared to older, dated and inferior utility infrastructure. If replacement of components of real estate near the end of their economic life in a home or building is postponed, it can be costlier in the long run; delays in replacing components can result in incurring higher interim maintenance costs and potential difficulty in marketing the property. Also, it is typical for the cost of the replacement of an improvement to increase over time. That said it is logical and prudent for market participants to update/replace dated components when needed. Therefore, the highest and best use of the surrounding properties in the project area is for the continued various uses with the proposed infrastructure improvements. Page 4 Nagell Appraisal Incorporated | 952.544.8966 DISCUSSION OF MARKET BENEFIT Listed below are the factors that will be taken into consideration concerning the potential benefit to the properties. Description Existing Improvements Change 1) Road Surface Gravel, poor New, asphalt 2) Base Condition Dated to average Graded, improved 3) Curb None None 4) Drainage n/a n/a 5) Storm Sewer Surface Surface 6) City water In area In area 7) City sewer In area In area 8) Sidewalk None None 9) Street Lights Average Average 10) Functional Design of Road Dated Good, new 11) Traffic Management Average Average 12) Pedestrian Use (biking, walking, etc.) Fair to Poor Good 13) Median n/a n/a 14) Road Proximity to Properties n/a n/a 15) Dust n/a n/a 16) Visual Impact on Properties Fair to Poor Good Based on the preceding grid, the subject properties will improve in 5 of the 16 categories. Market participants generally recognize that roads and utilities need replacing when nearing the end of a long economic life. A typical buyer in the subject market commonly prefers a good condition paved road surface versus an inferior condition paved road surface. Similarly for utilities, market participants prefer new or newer utilities versus older utilities. In addition to visual benefit, new street improvements provide better and safer use for pedestrians (biking, walking, stroller, rollerblading, etc.) and drivers. The new streets and utilities will enhance potential for re-development and/or updating the current properties. Properties that indirectly/directly abut or have driveways/access that exit on the new street will benefit. Based on past appraisals, experience, and general market information, it is not uncommon for properties similar to those in the subject market to realize an increase in price for new street improvements. Nagell Appraisal Incorporated | 952.544.8966 Page 5 Discussion of Market Benefit – Continued Given the scope of the project, the age/quality/condition of houses, properties in the area with newer street improvements could see an average price benefit of: • Single-Family Residential – Existing gravel to new pavement $15,000 to $25,000 per buildable lot • Vacant Residential Land – Existing gravel to new pavement $8,000 to $13,000 per buildable lot Note: The above benefit considers only the scope of the project. Higher value buildings /homes or larger lots are on the upper end of the range. Properties on corners, with one street being improved and the other not, might receive less than the above ranges (fo r example 50% of the benefit). Page 6 Nagell Appraisal Incorporated | 952.544.8966 CONCLUSION The benefit amounts noted above should not be construed or relied on as being an appraisal of a specific property, but are general observations based on the overall market. If an appraisal were made on the individual properties, the actual benefit amount could vary from market observations above. If you have additional questions, please do not hesitate to contact us. Sincerely, Ethan Waytas, MAI William R. Waytas, SRA Certified General MN 40368613 Certified General MN 4000813 Enclosures: Location Map, Aerial Map View of Project, Subject Photos, Qualifications __________________________________________________________________________ www.nagellmn.com Nagell Appraisal Incorporated | 952.544.8966 Page 7 LOCATION MAP Page 8 Nagell Appraisal Incorporated | 952.544.8966 AERIAL VIEW OF PROJECT MAP *Red line reflects the project area Nagell Appraisal Incorporated | 952.544.8966 Page 9 SUBJECT PHOTOGRAPHS Street view Street view Street view Street view Page 10 Nagell Appraisal Incorporated | 952.544.8966 Subject Photographs – continued Street view Street view Nagell Appraisal Incorporated | 952.544.8966 Page 11 QUALIFICATIONS Appraisal Experience Presently and since 2006, Ethan Waytas, MAI has been employed as an employee of Nagell Appraisal Incorporated, an independent appraisal firm (11 employees) who annually prepare 1,500 +/- appraisal reports of all types. He is currently a full time licensed certified general real estate appraiser, partner, and director of the company’s IT department. Properties appraised: • Commercial - low and high-density multi-family, retail, office, industrial, restaurant, church, strip- mall, fast-food, convenience stores, auto-service and repair, cinema, numerous special use properties, golf courses, and subdivision analysis. • Residential – single-family residences, hobby farms, lakeshore, condominiums, townhouses, REO and land. • Eminent Domain – extensive partial and total acquisition appraisal services provided to numerous governmental agencies and private owners. • Special Assessment – numerous street improvement and utilities projects for both governmental and private owners. • Clients - served include banks, savings and loan associations, trust companies, corporations, governmental bodies, relocation companies, attorneys, REO companies, accountants and private individuals. • Area of Service - most appraisal experience is in the greater Twin Cities Metro Area (typically an hour from downtown metro). Numerous assignments throughout Minnesota. Testimony -- Court, commission, mediation testimony, etc. has been given Professional Membership, Associations & Affiliations License: Certified General Real Property Appraiser, MN License #40368613 Holds the MAI designation from the Appraisal Institute Education -- Graduate of the University of Minnesota: College of Science and Engineering, Twin Cities Campus Bachelor of Science in Computer Science, with distinction, 3.86 GPA. -- General & Professional Practice Courses & Seminars -- Basic Appraisal Procedures -- Basic Appraisal Principles -- 2012-2013 15-Hour National Uniform Standards of Professional Appraisal Practice -- General Appraiser Sales Comparison Approach -- General Appraiser Income Approach – Part 1 -- General Appraiser Income Approach – Part 2 -- Advanced Income Capitalization -- General Appraiser Report Writing and Case Studies -- Real Estate Finance, Statistics and Valuation Modeling -- 2014-2015 7-hour National USPAP Update Course -- General Appraiser Site Valuation & Cost Approach -- Advanced Market Analysis and Highest & Best Use -- Advanced Concepts & Case Studies -- Quantitative Analysis Page 12 Nagell Appraisal Incorporated | 952.544.8966 Curriculum Vitae -- continued Appraisal Experience Presently and since 1985, William R. Waytas has been employed as a full time real estate appraiser. Currently a partner and President of the Nagell Appraisal & Consulting, an independent appraisal firm (11 employees) who annually prepare 1,500 +/- appraisal reports of all types. Mr. Waytas was employed with Iver C. Johnson & Company, Ltd., Phoenix, AZ from 1985 to 1987. Properties appraised: • Commercial - low and high-density multi-family, retail, office, industrial, restaurant, church, strip- mall, fast-food, convenience stores, auto-service and repair, hotel, hotel water park, bed & breakfast, cinema, marina, numerous special use properties, and subdivision analysis. • Residential – single-family residences, hobby farms, lakeshore, condominiums, townhouses, REO and land. • Eminent Domain – extensive partial and total acquisition appraisal services provided to numerous governmental agencies and private owners. • Special Assessment – numerous street improvement and utilities projects for both governmental and private owners. • Review – residential, commercial and land development. • Clients - served include banks, savings and loan associations, trust companies, corporations, governmental bodies, relocation companies, attorneys, REO companies, accountants and private individuals. • Area of Service - most appraisal experience is in the greater Twin Cities Metro Area (typically an hour from downtown metro). Numerous assignments throughout Minnesota. Professional Membership, Associations & Affiliations License: Certified General Real Property Appraiser, MN License #4000813. Appraisal Institute: SRA, Senior Residential Appraiser Designation, General Associate Member Employee Relocation Council: CRP Certified Relocation Professional Designation. International Right-Of-Way Association: Member HUD/FHA: On Lender Selection Roster and Review Appraiser DNR: Approved appraiser for Department of Natural Resources Testimony -- Court, deposition, commission, arbitration & administrative testimony given. Mediator -- Court appointed in Wright County. Committees -- President of Metro/Minnesota Chapter, 2002, Appraisal Institute. -- Chairman of Residential Admissions, Metro/MN Chapter, AI. -- Chairman Residential Candidate Guidance, Metro/Minnesota Chapter, AI. -- Elm Creek Watershed Commission, Medina representative 3 years. -- Medina Park Commission, 3 years. Nagell Appraisal Incorporated | 952.544.8966 Page 13 Curriculum Vitae -- continued Education -- Graduate of Bemidji State University, Minnesota. B.S. degree in Bus. Ad. -- During college, summer employment in build ing trades (residential and commercial). -- Graduate of Cecil Lawter Real Estate School. Past Arizona Real Estate License. -- General & Professional Practice Courses & Seminars -- Course 101-Introduction to Appraising Real Property. -- Numerous Standards of Professional Practice Seminar. -- Fair Lending Seminar. -- Eminent Domain & Condemnation Appraising. -- Eminent Domain (An In-Depth Analysis) -- Property Tax Appeal -- Eminent Domain -- Business Practices and Ethics -- Scope of Work -- Construction Disturbances and Temporary Loss of Going Concern -- Uniform Standards for Federal Land Acquisitions (Yellow Book Seminar) -- Partial Interest Valuation Divided (conservation easements, historic preservation easements, life estates, subsurface rights, access easements, air rights, water rights, transferable development rights) Commercial/Industrial/Subdivision Courses & Seminars -- Capitalization Theory & Techniques -- Highest & Best Use Seminar -- General & Residential State Certification Review Sem inar -- Subdivision Analysis Seminar. -- Narrative Report Writing Seminar (general) -- Advanced Income Capitalization Seminar -- Advanced Industrial Valuation -- Appraisal of Local Retail Properties -- Appraising Convenience Stores -- Analyzing Distressed Real Estate -- Evaluating Commercial Construction -- Fundamentals of Separating Real Property, Personal Property and Intangible Business Assets Residential Courses & Seminars -- Course 102-Applied Residential Appraising -- Narrative Report Writing Seminar (residential) -- HUD Training session local office for FHA appraisals -- Familiar with HUD Handbook 4150.1 REV-1 & other material from local FHA office. -- Appraiser/Underwriter FHA Training -- Residential Property Construction and Inspection -- Numerous other continuing education seminars for state licensing & AI Speaking Engagements -- Bankers -- Auditors -- Assessors -- Relocation (Panel Discussion) Publications -- Real Estate Appraisal Practice (book): Acknowledgement -- Articles for Finance & Commerce and Minnesota Real Estate Journal FEASIBILITY REPORT FOR PARK TRAIL IMPROVEMENTS PROJECT 10 Appendix D Preliminary Assessment Roll Estimated Project Cost 535,853.00$ Assessed Project Cost 137,700.00$ PID PROPERTY ADDRESS TAX PAYER ADDRESS TAXPAYER NAME Units Estimated Assessment Amount 3611923230006 6650 Park Trail RD, Corcoran, MN 55340 6504 Fairview Ave N Crystal, MN 55428 William E Mason 1 7,200.00$ 3611923230007 6610 Park Trail RD, Corcoran, MN 55340 6504 Fairview Ave N Crystal, MN 55428 William E Mason 1 7,200.00$ 3611923230005 6690 Park Trail RD, Corcoran, MN 55340 6690 Park Trail RD, Corcoran, MN 55340 Matthew & Heather Knochenmus 1 13,500.00$ 3611923230004 6710 Park Trail RD, Corcoran, MN 55340 6710 Park Trail RD, Corcoran, MN 55340 Lee G & Connie J Luebke 1 13,500.00$ 3611923230008 6620 Co Rd No 116, Corcoran, MN 55340 6504 Fairview Ave N Crystal, MN 55428 William E Mason 1 7,200.00$ 3611923230003 6605 Park Trail RD, Corcoran, MN 55340 6504 Fairview Ave N Crystal, MN 55428 William E Mason 1 7,200.00$ 3611923320009 6545 Park Trail RD, Corcoran, MN 55340 6545 Park Trail RD, Corcoran, MN 55340 Douglass & Colleen Sabers 1 13,500.00$ 3611923320008 6501 Park Trail RD, Corcoran, MN 55340 6501 Park Trail RD, Corcoran, MN 55340 John F Blasiak 1 13,500.00$ 3611923320008 6475 Park Trail RD, Corcoran, MN 55340 6504 Fairview Ave N Crystal, MN 55428 William E Mason 1 7,200.00$ 3611923320006 6440 Park Trail RD, Corcoran, MN 55340 6440 Park Trail RD, Corcoran, MN 55340 John Olson 1 13,500.00$ 3611923320005 6450 Park Trail RD, Corcoran, MN 55340 6450 Park Trail RD, Corcoran, MN 55340 Samuel R & Lindsay M Kuphal 1 13,500.00$ 3611923320004 6500 Park Trail RD, Corcoran, MN 55340 6500 Park Trail RD, Corcoran, MN 55340 J W & S M Calder 1 13,500.00$ 3611923320003 6580 Park Trail RD, Corcoran, MN 55340 6504 Fairview Ave N Crystal, MN 55428 William E Mason 1 7,200.00$ Park Trail - Road Improvements Preliminary Assessment Roll STAFF REPORT Agenda Item 9d. Council Meeting: April 14, 2022 Prepared By: Jessica Beise Topic: Ordinance Regulating Peddlers, Solicitors, and Transient Merchants Action Required: Direction Summary: Over the years staff received concerns from residents on solicitors in our area. City does not have rules established related to this activity. An ordinance would need to be created to regulate peddler, solicitor, and transient merchant activities. Cities are granted authority to regulate t hese activities within the City (Minn. Stat. 412.221, subd. 19). Many of cities including Medina, Plymouth, Maple Grove and Wayzata all have ordinances regulating peddlers, solicitors and transient merchant. The League of Minnesota Cities has a model ordinance the City could utilize and make changes as the City sees fit. If Council would like t o move forward with an ordinance, staff would like any f eedback from Council on modifications for Corcoran. Financial/Budget: The City budgets annually for l egal review. Options: 1) Provide feedback to staff on their recommendations on an ordinance regulating peddlers, solicitors and transient merchants . 2) Decline to implement an ordinance regulating peddlers, solicitors and transient merchants. 3) Send back to sta ff for further review. Recommendation: Provide feedback on staff recommendations on an ordinance regulating peddlers, solicitors and transient merchants and direct staff to work w ith the City Attorney to draft an ordinance regulating peddlers, solicitors and transient merchants . Council Action: Direct staff on which direction to pr oceed. Attachments: 1) Model Ordinance - Regulating Peddlers, Solicitors, and Transient Merchants League of Minnesota Cities Model Ordinance: 6/23/2020 Peddlers, Solicitors and Transient Merchants Page 1 Peddlers, Solicitors and Transient Merchants , LMC Model Ordinance League staff thoughtfully develops models for your city’s consideration. Models should be customized as appropriate for an individual city’s circumstances in consultation with the city’s attorney. Helpful background information on this model may be found in the Information Memo, “Regulating Peddlers, Solicitors and Transient Merchants.” ORDINANCE NO. _____ AN ORDINANCE REGULATING THE CONDUCT OF PEDDLERS, SOLICITIORS, AND TRANSIENT MERCHANTS WITHIN THE CITY OF _____, MINNESOTA. The City Council of _____, Minnesota ordains: SECTION 1. DEFINITIONS. Except as may otherwise be provided or clearly implied by context, all terms shall be given their commonly accepted definitions. For the purpose of this ordinance, the following definitions shall apply unless the context clearly indicates or requires a different meaning. NON-COMMERICAL DOOR-TO -DOOR ADVOCATE. A person who goes door-to- door for the primary purpose of disseminating religious, political, social, or other ideological beliefs. For purpose of this ordinance, the term door -to-door advocate shall fall under the term solicitor and include door-to-door canvassing and pamphleteering intended for non -commercial purposes. PEDDLER. A person who goes from house -to-house, door-to-door, business-to-business, street-to-street, or any other type of place -to-place movement, for the purpose of offering for sale, displaying for exposing for sale, selling or attempting to sell, and delivering immediately upon sale, the goods, wares, products, merchandise, or other personnel property that the person is carrying or otherwise transporting. For purpose of this ordinance, the term peddler shall have the same common meaning as the term hawker. PERSON . Any natural individual, group, organization, corporation, partnership, or similar association. REGULAR BUSINESS DAY. Any day during which the city hall is normally open fo r the purpose of conducting public business. Holidays defined by state law shall not be considered regular business days. SOLICITOR. A person who goes from house -to-house, door-to-door, business-to- business, street-to-street, or any other type of place -to-place movement, for the purpose of obtaining or attempting to obtain orders for goods, wares, products, merchandise, other personal property, or services of which he or she may be carrying or transporting samples, or that may be described in a catalog or by other means, and for which delivery or performance shall occur at a later time. The absence of samples or catalogs shall not remove a person from the scope of this provision if the actual purpose of the person’s activity is to obtain or attempt to obtai n orders as discussed above. For purposes of this ordinance, the term solicitor shall have the same meaning as the term canvasser. TRANSIENT MERCHANT . A person who temporarily sets up business out of a vehicle, trailer, boxcar, tent, other portable shelte r, or empty store front for the purpose of exposing or displaying for sale, selling or attempting to sell, and delivering goods, wares, products, League of Minnesota Cities Model Ordinance: 6/23/2020 Peddlers, Solicitors and Transient Merchants Page 2 merchandise, or other personal property and who does not remain in any one location for more than fourteen (14) consecutive days. SECTION 2. EXCEPTIONS TO DEFINITIONS. For the purpose of this chapter, the terms PEDDLER, SOLICITOR , and TRANSIENT MERCHANT shall not apply to: (A) Non-commercial door-to-door advocates. Nothing within this ordinance shall be interpreted to prohibit or restrict non -commercial door-to-door advocates. Person engaging in non-commercial door-to-door advocacy shall not be required to register as a solicitor under Section 7. (B) Any person selling or attempting to sell at wholesale any goods, wares, products, merchandise, or other personal property to a retail seller of the items being sold by the wholesaler. (C) Any person who makes initial contacts with other people for the purpose of establishing or trying to establish a regular cust omer delivery route for the delivery of perishable food and dairy products, such as baked goods or milk. (D) Any person making deliveries of perishable food and dairy products to the customers on his or her established delivery route. (E) Any person making deliveries of newspapers, newsletters, or other similar publications on an established customer delivery route, when attempting to establish a regular delivery route, or when publications are delivered to the community at large. (F) Any person conducting the type of sale commonly known as garage sales, rummage sales, or estate sales. (G) Any person participating in an organized multi -person bazaar or flea market. (H) Any person conducting an auction as a properly licensed auctioneer. (I) Any officer of the court conducting a court -ordered sale. Exemption from these definitions shall not, for the scope of this chapter, excuse any person from complying with any other applicable statutory provision or requirement provided by another city ordinance. SECTION 3. LICENSING; EXEMPTIONS. (A) County license required. No person shall conduct business as a peddler, solicitor, or transient merchant within the city limits without first having obtained the appropriate license from the county as may be required by Minnesota Statutes Chapter 329 as it may be amended from time to time, if the county issues a license for the activity. (B) City license required. Except as otherwise provided for by this ordinance, no person shall conduct business within this jurisdiction as a peddler or a transient merchant without first obtaining a city license. Solicitors need not be licensed, but are required to register with the city pursuant to Section 7. (C) Application. An application for a city license to conduct business as a peddler or transient merchant shall be made at least fourteen (14) regular business days before the applicant desires to begin conducting a business operation within the city. Application for a license shall be made on a form approved by the City Council and available from the office of the city clerk. All applications shall be signed by the applicant. All applications shall include the following information: (1) The applicant’s full legal name. League of Minnesota Cities Model Ordinance: 6/23/2020 Peddlers, Solicitors and Transient Merchants Page 3 (2) Any and all other names under which the applica nt has or does conduct business, or to which the applicant will officially answer to. (3) A physical description of the applicant (hair color, eye color, height, weight, any distinguishing marks or features, and the like). (4) Full address of applicant’s p ermanent residence. (5) Telephone number of applicant’s permanent residence. (6) Full legal name of any and all business operations owned, managed, or operated by applicant, or for which the applicant is an employee or an agent. (7) Full address of applica nt’s regular place of business, if any exists. (8) Any and all business-related telephone numbers of the applicant, including cellular phones and facsimile (fax) machines. (9) The type of business for which the applicant is applying for a license. (10) Whether the applicant is applying for an annual or daily license. (11) The dates during which the applicant intends to conduct business. If the applicant is applying for a daily license, the number of days he or she will be conducting business within the city , with a maximum of fourteen (14) consecutive days. (12) Any and all addresses and telephone numbers where the applicant can be reached while conducting business within the city, including the location where a transient merchant intends to set up his or he r business. (13) A statement as to whether or not the applicant has been convicted with the last five (5) years of any felony, gross misdemeanor or misdemeanor for violating any state or federal statute or any local ordinance, other than minor traffic offe nses. (14) A list of the three (3) most recent locations where the applicant has conducted business as a peddler or transient merchant. (15) Proof of any required county license. (16) Written permission of the property owner or the property owner’s agent f or any location to be used by a transient merchant. (17) A general description of the items to be sold or services to be provided. (18) Any and all additional information as may be deemed necessary by the City Council. (19) The applicant’s driver’s license number or other acceptable form of identification. (20) The license plate number, registration information, vehicle identification number (VIN) and physical description for any vehicle to be used in conjunction with the licensed business operation. (D) Fee. All applications for a license under this chapter shall be accompanied by the fee established in the city licensing fee schedule as it may be amended from time to time. (E) Procedure. Upon receipt of the application and payment of the license f ee, the city clerk will, within two (2) regular business days, determine if the application is complete. An application will be considered complete if all required information is provided. If the city clerk determines that the application is incomplete, th e city clerk must inform the applicant of the required, necessary information that is missing. If the application is complete, the city clerk must order any investigation, including background checks, necessary to verify the information provided with the application. Within ten (10) regular business days of receiving a complete application the city clerk must issue the license unless grounds exist for denying the license League of Minnesota Cities Model Ordinance: 6/23/2020 Peddlers, Solicitors and Transient Merchants Page 4 application under Section 4, in which case the clerk must deny the request for a city p eddler or transient merchant license. If the city clerk denies the license application, the applicant must be notified in writing of the decision, the reason for denial and the applicant’s right to appeal the denial by requesting, within twenty (20) days o f receiving notice of rejection, a public hearing before the City Council. The City Council shall hear the appeal with twenty (20) days of the date of the request for a hearing. The decision of the City Council following the public hearing can be appealed by petitioning the Minnesota Court of Appeals for a writ of certiorari. (F) Duration. An annual license granted under this ordinance shall be valid for one calendar year from the date of issuance. All other licenses granted to peddlers and transient merchants under this ordinance shall be valid only during the time period indicated on the license. (G) License exemptions. (1) No license shall be required for any person to sell or attempt to sell, or to take or attempt to take orders for, any product grown, produced, cultivated, or raised on any farm. (2) No license shall be required for any person going from house -to-house, door-to- door, business-to-business, street-to-street, or any other type of place-to-place movement for the primary purpose of exerc ising that person’s state or federal constitutional rights such as the freedom of speech, freedom of the press, freedom of religion, and the like. This exemption will not apply if the person’s exercise of constitutional rights is merely incidental to what would properly be considered a commercial activity. SECTION 4. LICENSE INELIGIBILITY. The following shall be grounds for denying a peddler or transient merchant license: (A) The failure of an applicant to obtain and demonstrate proof of having obtained a ny required county license. (B) The failure of an applicant to truthfully provide any information requested by the city as part of the application process. (C) The failure of an applicant to sign the license application. (D) The failure of an applicant to pay the required fee at the time of application. (E) A conviction with the past five (5) years of the date of application for any violation of any federal or state statute or regulation, or of any local ordinance, which adversely reflects upon the person’s ability to conduct the business for which the license is being sought in a professional, honest and legal manner. Such violations shall include, but are not limited to, burglary, theft, larceny, swindling, fraud, unlawful business practices, and any form of actual or threatened physical harm against another person. (F) The revocation with the past five (5) years of any license issued to an applicant for the purpose of conducting business as a peddler, solicitor, or transient merchant. (G) When an applicant has a bad business reputation. Evidence of a bad business reputation shall include, but is not limited to, the existence of more than three (3) complaints against an applicant with the Better Business Bureau, the Office of the Minnesota Attorney General or other state attorney general’s office, or other similar business or consumer rights office or agency, with the preceding twelve (12) months, or three (3) complaints filed with the city against an applicant within the preceding five (5) years. League of Minnesota Cities Model Ordinance: 6/23/2020 Peddlers, Solicitors and Transient Merchants Page 5 SECTION 5. LICENSE SUPENSION AND REVOCATION (A) Generally. Any license issued under this section may be suspended or revoked at the discretion of the City Council for violation of any of the following: (1) Subsequent knowledge by the city of fraud, misrepres entation or incorrect statements provided by an applicant on the application form. (2) Fraud, misrepresentation or false statements made during the course of the licensed activity. (3) Subsequent conviction of any offense to which the granting of the licen se could have been denied under Section 4. (4) Engaging in any prohibited activity as provided under Section 8 of this ordinance. (5) Violation of any other provision of this ordinance. (B) Multiple persons under one license . The suspension or revocation of any license issued for the purpose of authorizing multiple persons to conduct business as peddlers or transient merchants on behalf of the licensee shall serve as a suspension or revocation of each authorized person’s authority to conduct business as a peddler or transient merchant on behalf of the licensee whose license is suspended or revoked. (C) Notice. Prior to revoking or suspending any license issued under this chapter, the city shall provide a license holder with written notice of the alleged violations and inform the licensee of his or her right to a hearing on the alleged violation. Notice shall be delivered in person or by mail to the permanent residential address listed on the license application, of if no residential address is listed, to the business address provided on the license application. (D) Public Hearing. Upon receiving the notice provided in part (C) of this section, the licensee shall have the right to request a public hearing. If no request for a hearing is received by the city clerk within ten (10) days following the service of the notice, the city may proceed with the suspension or revocation. For the purpose of a mailed notice, service shall be considered complete as of the date the notice is p laced in the mail. If a public hearing is requested within the stated time frame, a hearing shall be scheduled within twenty (20) days from the date of the request for the public hearing. Within three (3) regular business days of the hearing, the City Council shall notify the licensee of its decision. (E) Emergency. If, in the discretion of the City Council, imminent harm to the health or safety of the public may occur because of the actions of a peddler or transient merchant licensed under this ordinance, the City Council may immediately suspend the person’s license and provide notice of the right to hold a subsequent public hearing as prescribed in part (C) of this section. (F) Appeal. Any person whose license is suspended or revoked under this section s hall have the right to appeal that decision in court. SECTION 6. LICENSE TRANSFERABILITY. No license issued under this chapter shall be transferred to any person other than the person to whom the license was issued. SECTION 7. REGISTRATION. (A) All solicitors and any person exempt from the licensing requirements of this ordinance under Section 3 shall be required to register with the city prior to engaging in those activities. Registration shall be made on the same form required for a license applicatio n, but no League of Minnesota Cities Model Ordinance: 6/23/2020 Peddlers, Solicitors and Transient Merchants Page 6 fee shall be required. Immediately upon completion of the registration form, the city clerk shall issue to the registrant a certificate of registration as proof of the registration. Certificates of registration shall be non -transferrable. (B) Individuals that will be engaging in non -commercial door-to-door advocacy shall not be required to register. SECTION 8. PROHIBITED ACTIVITIES. No peddler, solicitor, transient merchant, non -commercial door-to-door advocate, or other person engaged in other similar activities shall conduct business in any of the following manner: (A) Calling attention to his or her business or the items to be sold by means of blowing any horn or whistle, ringing any bell, crying out, or by any other noise, so as to be unr easonably audible within an enclosed structure. (B) Obstructing the free flow of traffic, either vehicular or pedestrian, on any street, sidewalk, alleyway, or other public right-of-way. (C) Conducting business in a way as to create a threat to the healt h, safety, and welfare of any specific individual or the general public. (D) Conducting business before 8 a.m. or after 9 p.m. (E) Failing to provide proof of license, or registration, and identification when requested. (F) Using the license or registration of another person. (G) Alleging false or misleading statements about the products or services being sold, including untrue statements of endorsement. No peddler, solicitor, or transient merchant shall claim to have the endorsement of the city solely based on the city having issued a license or certificate of registration to that person. (H) Remaining on the property of another when requested to leave. (I) Otherwise operating their business in any manner that a reasonable person would find obscene, threatening, intimidating or abusive. SECTION 9. EXCLUSION BY PLACARD. Unless specifically invited by the property owner or tenant, no peddler, solicitor, transient merchant, non-commercial door-to-door advocate, or other person engaged in other simila r activities shall enter onto the property of another for the purpose of conducting business as a peddler, solicitor, transient merchant, non -commercial door-to-door advocate, or similar activity when the property is marked with a sign or placard: (1) At least four inches long. (2) At least four inches wide. (3) With print of at least 48 point in size. (4) Stating “No Peddlers, Solicitors or Transient Merchants,” “Peddlers, Solicitors, and Transient Merchants Prohibited,” or other comparable statement. No person other than the property owner or tenant shall remove, deface, or otherwise tamper with any sign or placard under this section. SECTION 10. PENALTY. Any individual found in violation of any provision of this ordinance, shall be a guilty of a misdemeanor. League of Minnesota Cities Model Ordinance: 6/23/2020 Peddlers, Solicitors and Transient Merchants Page 7 SECTION 11. SEVERABILITY. If any provision of this ordinance is found to be invalid for any reason by a court of competent jurisdiction, the validity of the remaining provisions shall not be affected. SECTION 12. EFFECTIVE DATE. This ordinance becomes effective on the date of its publication, or upon the publication of a summary of the ordinance as provided by Minn. Stat. § 412.191, Subd. 4, as it may be amended from time to time, which meets the requirements of Minnesota Statute Section 331A.01, Subd. 10, as it may be amended fr om time to time. Passed by the City Council of _______, Minnesota this _____ day of Month, Year. ___________________ Mayor Attested: ____________________ City Clerk STAFF REPORT Agenda Item 9e. Council Meeting: April 14, 2022 Prepared By: Jessica Beise Topic: Permit Technician Appointment Action Required: Approval Summary: On March, 10, 2022, City Council authorized phase 2a of the public works reorganization. Council authorized staff to begin an internal search for a Permit Technician. Staff has conducted interviews on April 7, 2022. Staff is hoping to brin g forward a preferred candidate pr ior to the meeting. Financial/Budget: The 2022 incl udes the Public Works Department reo rganization. Options: 1. Authorize staff to extend a n employment offer to the preferred candidate, subject to final approval by the City Administrator and Mayor. 2. Decline to move forward with the Maintenance Worker appointment. Recommendation: Authorize staff to extend an employment offer to the preferred candidate, subject to final approval by the City Administrator and Mayor. Council Action: Consider a motion authorize staff to extend a n employment offer to the preferred candidate, subject to final approval by the City Administrator and Mayor. Attachments: N/A STAFF REPORT Agenda Item 9f. Council Meeting: April 14, 2022 Prepared By: Jessica Beise Topic: Public Works Maintenance Worker Appointment Action Required: Approval Summary: On December 22, 2021, City Council authorized phase one of the public works reorganization. Council authorized staff to begin the search for a Crew Le ader and appointed a crew leader and author ized recruit ment of the Public Works Maintenance Worker. Staff has conducted initial interviews on April 6, 2022, and second r ound interviews are scheduled for April 12, 2022. Staff is hoping to bring forward a preferred candidate prior to t he meeting. Financial/Budget: The 2022 incl udes the Public Works Department reo rganization. Options: 1. Authorize staff to extend a n employment offer to the preferred candidate, subject to final approval by the City Administrator and Mayor. 2. Decline to move forward with the Maintenance Worker appointment. Recommendation: Authorize staff to extend an employment offer to the preferred candidate , subject to final approval by the City Administrator and Mayor. Council Action: Consider a motion Authorize staff to extend an employment offer to the preferred candidate, subject to final approval by the City Administrator and Mayor. Attachments: N/A STAFF REPORT Agenda Item 9g. Council Meeting: April 14, 2022 Prepared By: Jessica Beise Topic: City Administrator Appointment Action Required: Approval Summary: In October 2021, City Administrator Martens resigned as City Administrator. C ouncil authorized an executive se arch and selected David Drown and Associates to complete the recruitment . The position was posted on Monday, January 17, 2022, and would close on Monday, February 14, 2022. Twenty-two applications were received, screened and a narrowed pool was presented to Council at a special meeting on Thursday March 3, 2022. Interviews w ere conducted on Friday March 25 with the three finalists. Council selected Mayor McKee and Councilor Vehrenkamp to serve as the hiring sub- committee and moved to begin contract negotiations with Jessica Beise. An employment contract has been drafted and reviewed by the City Attorney. Financial/Budget: The proposed contract is within the City’s 2022 budget. Options: 1. Adopt Resolution 2022-32 Appointi ng City Administrator and authorize the M ayor to execute an employment agreement with Jessica Beise on behalf of the City of Corcoran. 2. Modify Resolution 2022-32 Appointing City Administrator or Employment Agreement and authorize the Mayor to execute an employment agreement with Jessica Beise on behalf of the City of Corcoran. 3. Decline to appoint a City Ad ministrator. Recommendation: Adopt Resolution 20 22-32 Appointing City Administrator and authorize the M ayor to execute an employment agreement with Jessica Beise on behalf of the City of Corcoran. Council Action: 1. Consider a motion adopt Resolution 2022-32 Appointing Jessica Beise City Administrator and authorize the M ayor to execute an employment agreement with Jessica Beise on behalf of the City of Corcoran. Attachments: 1. Resolution 2022-32 Appointing Jessica Beise as City Administrator 2. City Administrator Employ ment Contract City of Corcoran County of Hennepin State of Minnesota April 14, 2022 RESOLUTION NO. 2022-32 Page 1 of 2 Motion By: Seconded By: RESOLUTION APPOINTING JESSICA BEISE AS CITY ADMINISTRATOR FOR THE CITY OF CORCORAN, MINNESOTA WHEREAS, the City of Corcoran accepted the resignation of City Administrator Brad Martens at the October 28, 2021, City Council meeting with a last day of November 26, 2021; and WHEREAS, the City selected finalists for the City Administrator position on March 3, 2022, conducted finalist interviews with three candidates on March 25, 2022, and nominated Jessica Beise to fill the vacancy of City Administrator for the City. NOW, THEREFORE, the Corcoran City Council RESOLVES as follows: 1) Appoint Jessica Beise to the position of City Administrator . 2) The Mayor is hereby authorized to execute employment agreement on behalf of the City of Corcoran. 3) The appointment is effective upon execution of the employment agreement. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 14th day of April, 2022. Tom McKee – Mayor ATTEST: City Seal Jessica Beise – Administrative Services Director 3/31/2022 Page 1 City of Corcoran, Minnesota Employment Agreement This EMPLOYMENT AGREEMENT (this “Agreement”) is made this 14th day of April, 2022, by and between the CITY OF CORCORAN, a Minnesota municipal corporation ("Employer"), and JESSICA BEISE ("Employee"). Employer and Employee are sometimes referred to collectively herein as the “parties”. RECITALS WHEREAS, Employee is the Corcoran Administrative Services Director and is currently serving as the Interim City Administrator; and WHEREAS, Employer wishes to employ the services of Employee as the Corcoran City Administrator; and WHEREAS, Employer and Employee desire to provide for certain procedures, benefits, and requirements related to the employment of Employee by Employer as the City Administrator; and WHEREAS, Employee wishes to accept employment as the Corcoran City Administrator, under the terms and conditions of this Agreement. NOW, THEREFORE, in consideration of the mutual covenants contained herein, the parties agree as follows: 1. POSITION. Employer agrees to employ Employee as its City Administrator. Employee agrees to serve as City Administrator in accordance with applicable federal and state laws, City ordinances and the Code of Ethics of the International and Minnesota City/County Management Associations, and to perform such other legally permissible and proper duties and functions as the City Council shall fro m time-to-time assign. 2. PENSION PLAN . Employer shall contribute to PERA as required by State law for Employee or an alternate pension plan, if selected by Employee, authorized by State law. 3. RETIREMENT. Per MN State Statute 352.965, employee will contribute to a deferred comp plan as defined by the City of Corcoran employee handbook. 4. SALARY. The City Administrator position is an exempt position. Employer shall pay Employee a salary of $138,247 per year starting April 15, 2022, upon full execution of this Agreement by both parties. Employer and Employee agree that an initial performance review 3/31/2022 Page 2 will be conducted to evaluate Employee after six (6) months and annually thereafter. The Employer agrees to consider an increase in compensation to the Employee dependent upon the results of the performance evaluation . Further, at the initial performance review, Employer agrees to evaluate and consider Employee’s continued performance of the typical duties of the Administrative Services Director in addition to those tasks typically assigned to the City Administrator, as such performance may be necessary, until a successor to the Administrative Services Director is appointed. For clarity, this consid eration shall not bind Employer to offer additional compensation, but Employer pledges to evaluate Employee’s ongoing completion of any potential additional duties which are necessary due to a vacancy in the Administrative Services Director position. 5. SENIORITY. For purposes of employment benefits such as Paid Time Off (PTO) and the like, Employee’s original hire date with Employer, inclusive of a one-year service credit provided at the time of the original hire, of June 18, 2014 shall be used to calcu late seniority. 6. PAID TIME OFF (PTO). Effective upon Employee's first day of employment as City Administrator, Employee’s then current accrued PTO balance from her employment as Administrative Services Director shall be carried forward into her new position and Employee shall thereafter accrue PTO in accordance with the City's personnel policies , and in contemplation of her seniority established in Section 5 above . 7. HOLIDAYS. Employer shall provide Employee the same holidays as enjoyed by other non-union employees. 8. GENERAL INSURANCE . Employer shall provide Employee the same group hospital, medical, dental, life and disability insurance benefits as provided to all other non -union employees. 9. DUES AND SUBSCRIPTIONS . Employer shall budget for and pay the professional dues and subscriptions for Employee which are deemed reasonable and necessary for Employee's continued participation in national, regional, state and local associations necessary and desirable for Employee's contin ued professional participation, growth and advancement, pursuant to the terms of the City Employee Handbook . All dues and subscriptions in this section shall be budgeted for annually and are subject to Employer approval, which shall not be unreasonably withheld. 10. PROFESSIONAL DEVELOPMENT. Employer shall budget for and pay, up to the amount budgeted, necessary and reasonable registration, travel and subsistence expenses of Employee for professional and official travel, meetings and occasions adequate t o continue the 3/31/2022 Page 3 professional development of Employee and to adequately pursue necessary official and other committees thereof which Employee serves as a member. Employee shall , at all times, use good judgment in her outside activities so she will not neglect her primary duties to the Employer. 11. CIVIC CLUB MEMBERSHIP. Employer recognizes the desirability of representation in and before local civic and other organizations. Employee is authorized to become a member of such civic clubs or organizations as d eemed appropriate by Employee and Employer; and at Employer's expense. Employee shall at all times endeavor to avoid memberships which are likely to create conflicts of interest. 12. AUTOMOBILE . Employee shall be reimbursed for any and all mileage expenses the same as other non -union employees, and pursuant to the City Employee Handbook . Employee shall have the ability to utilize City owned vehicles for work purposes , when she is licensed to operate the same. 13. PHONE. Employee will have the option to receive either: 1) a stipend of fifty dollars ($50.00) per month for the purpose of using her personal cell phone for City business; or 2) a separate cell phone purchased by Employer on which City business is to be conducted. In either event, Employee will make her designated mobile number available for City business use during business and non -business hours. In the event a separate phone is purchased, the parties agree said phone is the property of Employer and shall be returned upon Empl oyee’s separation from employment with the City or removal from the position of City Administrator. Regardless of Employee’s cell phone election, Employee understands that any phone used to conduct City business may be subject to data disclosures pursuant to the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, or as required by court order. 14. GENERAL EXPENSES . Employer shall reimburse Employee reasonable miscellaneous job-related expenses which it is anticipated Employee will inc ur from time to time when provided appropriate documentation. 15. HOURS OF WORK. It is understood the position of City Administrator requires attendance at evening meetings and occasionally at weekend meetings , and performance of certain job-related tasks outside of normal office hours . It is understood by Employee that additional compensation and compensatory time shall not be provided to Employee for such additional expenditures of time. It is further understood that Empl oyee may absent herself from the office to a reasonable extent in consideration of extraordinary time expenditures for evening and weekend meetings and performance of certain job-related tasks at other than normal working hours. 3/31/2022 Page 4 16. SEPARATION. Employee will serve at th e will of Employer and may be terminated with or without cause, at any time. Any of the following will constitute termination with cause and would result in no severance: a. Inefficiency or incompetence in office that is not corrected after a reasonable identification of deficiency during an annual performance evaluation or other performance evaluation and after being given an appropriate opportunity to correct to the satisfaction of the majority of the City Council. b. Legal Malfeasance or nonfeasance in office. c. Gross misconduct, including but not limited to, a conviction of a felony or equivalent level offense or a conviction for an illegal act committed for the purpose of per sonal gain to Employee. Should Employer terminate the employment of Employee without cause during such time that Employee is willing and able to perform the duties of City Administrator , she will receive at the time of receipt of her last paycheck a lump sum cash payment equal to three (3) months’ aggregate salary. In such event, Employee will also receive benefits set forth in Section 8 above at the rate and levels then in effect for the City Administrator for a period of three (3) months following termination. Additionally, Employee will have the option to resign and receive three (3) months’ severance pay and benefits at the rate and levels then in effect if: (1) Employee’s salary is cut (other than as part of an across-the-board reduction for all department head employees); or (2) the City materially breaches this Agreement and refuses, following reasonable written notice, to cure the breach and comply with the terms of this Agreement; or (3) if Employer formally requests her resignation. If Employee voluntarily resigns her positio n with Employer under any circumstances other than the three listed above, there shall be no severance pay due to Employee. Employee shall give Employer forty -five (45) days’ advance notice if Employee voluntarily resigns her position. 17. GENERAL CONDITIONS OF EMPLOYMENT . Nothing in this Agreement shall prevent, limit or otherwise interfere with the right of Employer to terminate the services of Employee at any time, for any reason, subject only to the provisions of this Agreement and statutory requirements. Furthermore, nothing in this Agreement shall prevent, limit or otherwise interfere with the right of Employee to resign at any time from her position with Employer, subject only to the provisions of this Agreement. 18. TERM. This Agreement shall remain in effect during the term of Employee’s employment with Employer as City Administrator. This Agreement may be amended only by written instrument, executed by Employee and Employer. 19. TRANSITION OF DUTIES. Upon Employee’s acceptance of the City Administrator position, Employer intends to commence a hiring process to fill the vacated 3/31/2022 Page 5 Administrative Services Director position. E mployee shall remain vested with the authority granted to the Administrative Service s Director until such time as a replace ment is appointed or such duties and authority are permanently reassigned . As a part of her duties as City Administrator, Employee shall cover, delegate, or otherwise assign the duties of Administrative Services Director until such time as a replacement is appointed or such duties are permanently reassigned. Employee shall not be entitled to any additional compensation due to retention of authority or duties of the Administrative Services Director position after she formally commences employment as the City Administrator. Notwithstanding the foregoing, Employer will evaluate and consider Employees performance of any additional duties at Employee’s initial performance review, as set forth in Section 4 above. 20. OUTSIDE ACTIVITIES. The employment provided for by this Agreement shall be Employee’s sole employment. Recognizing that certain outside consulting or teaching opportunities provide indirect benefits to the City and the community, Employee may elect to accept limited teaching, co nsulting or other business opportunities with the understanding that such arrangements shall not constitute interference with or be a conflict of interest with her responsibilities under this Agreement. Any such activities shall be pre -approved by the City Council. IN WITNESS WHEREOF, Employer has caused this Agreement to be signed and executed on its behalf by its Mayor, and Employee has signed this Agreement, in duplicate, the day and year first written above. EMPLOYER: CITY OF CORCORAN By: _____________________________ Tom McKee Its: Mayor EMPLOYEE: JESSICA BEISE __________________________________ STAFF REPORT Agenda Item 10a. City Council Meeting: April 14, 2022 Prepared By: Natalie Davis McKeown Topic: Koller Lot Division and Variance Inquiry Action Required: Feedback and Direction Review Deadline: N/A 1. Request John and Lori Koller reached out to members of the City Council requesting feedback on their willingness to grant variances to the lot dimension requirements within the Urban Reserve zoning district to allow for a two-lot subdivision at 6810 Horseshoe Bend Drive containing a 5-acre lot and a 35-acre lot. 2. Background John and Lori Koller reached out to the City Council to discuss their hopes to subdivide their 40.59-acre property into two parcels. The subdivision they want to pursue would result in a 5-acre parcel they intend to sell which contains the existing structures and a 35-acre parcel they intend to retain to restore as native landscape and/or utilize as a tree farm. This parcel is located within the Urban Reserve zoning district which requires a minimum lot size of 20-acres and a minimum lot width (and frontage) of 300 feet. The very rough site plan submitted by the Kollers, attached to this report, would require variances to both the minimum lot size and the minimum lot width/frontage requirements. Initial discussions also indicated a possible need for a variance to allow a shared private drive within the Urban Reserve (generally only allowed in the Rural Residential district) and/or the establishment of an access easement for the 35-acre parcel. In addition to being in the Urban Reserve, this property is located within the Southwest District. This is a master planned area of the City, the adopted plan from City Code is attached to this report. The master plan for the Southwest District shows a road extension of Horseshoe Bend Drive through this property moving south, meandering to the west, and ultimately providing connectivity to Pioneer Trail in the west and an anticipated business park to the south. It is also worth noting that the implementation of municipal services within the Southwest District will require further study which makes the timing of availability much more uncertain as compared to other areas of the City within the Metropolitan Urban Service Area (MUSA) boundary. For this reason, the City Council has been open to variances to allow development prior to the availability of municipal services in this district (one example is the Garages Too project). Page 1 of 2 Page 2 of 2 Staff recently discussed a second potential option with the Kollers involving dedication of right-of-way for the envisioned Horseshoe Bend Drive extension through the platting process. In this option, the Kollers would prefer for the dedicated public right-of-way to remain unimproved (as much as possible) until further development is proposed. With the dedication of a public street, the lot width and minimum frontage requirements could be satisfied on both lots without a variance per the City Code definition of a front lot line. Under this scenario, a variance is still needed to allow for the 5-acre parcel. Additionally, temporary encroachment agreements may be necessary for driveways placed within the dedicated public right-of-way. The main questions the Kollers and staff would like feedback and direction on are as follows: 1.Is the Council open to considering lot dimension variances as requested by the Kollers? a.If so, the Council will want to consider that other parcels within the Urban Reserve throughout the MUSA have requested and will continue to request variances from the minimum lot size and dimensional requirements meant to retain large tracks of land for efficient and cost-effective implementation of municipal services in the future. What does the Council believe to be unique about this parcel that can justify the practical difficulties standard for a variance? 2.Should the Kollers and staff proceed with the option to dedicate the extension of Horseshoe Bend Drive that minimizes the variances required? 3.Action The City Council is asked to provide direction on next steps for the Kollers to consider in subdividing their property. Attachments: 1.Email from the Kollers dated 03/20/2022 2. Sketch plan sent as attachment to email dated 03/20/2022 3.The Southwest District Plan from Appendix A of the Zoning Ordinance 4.The Urban Reserve District regulations from Section 1040.020 of the Zoning Ordinance 5. The private drive requirements from Section 945.020, Subd. 20 of the Subdivision Ordinance From:Tom McKee To:Natalie Davis; Kendra Lindahl Forwarding Subject:Fw: City of Corcoran Inquiry Date:Sunday, March 20, 2022 5:36:01 PM See email below from the Kollers, Can someone please reach out to them this/next week to answer some questions and discuss options/next steps with them? Their contact information is below: John & Lori Koller 6810 Horseshoe Bend Drive Corcoran, MN 55340 thekollers@hotmail.com 952-994-1139 (Lori) 952-994-0115 (John) Thanks, Tom From: The Kollers <thekollers@hotmail.com> Sent: Sunday, March 20, 2022 4:14 PM To: Tom McKee <tmckee@corcoranmn.gov> Subject: City of Corcoran Inquiry Dear Mayor McKee, We own and are requesting approval for a variance our property at 6810 Horseshoe Bend Drive (40.59 acres, Hennepin County PID 3211923420001). We understand the property is currently zoned as Urban Reserve based on published Corcoran zoning maps, and have been told it has a with a 20-acre standard lot size. We have lived on this property since 2003, and have been using approximately half of the land as a hayfield (the flat ‘valley’ portions) and the other half for planting native grass, flowers, shrubs and trees on the ridge tops and hillsides. Unfortunately, the house is too large for the two of us at this point, and we would like to sell the home but retain the majority of the land to continue converting it to a restored native landscape. Due to the property being landlocked except for the existing driveway, as well as the topography of the parcel, we are requesting a hardship exception due to practical difficulties as associated with sub-dividing into two 20-acre parcels. Instead, we are requesting variance to sub-divide into (1) a five acre parcel that would include all of the existing structures and improvements (this we would intend to sell, perhaps to our daughter and son-in-law), and (2) a 35-acre parcel that we would retain and continue to expand the native planting wildlife area. The primary challenge with dividing into two 20-acre parcels is that splitting either East / West or North / South is that a very long access easement would be required in either case, and due to location topography and location of seasonal wetlands, the easement would be very difficult to legally define. A variance allowing the property to be split into a five-acre parcel (similar in size to nearly all other properties on Horseshoe Bend Trail) and a 35-acre parcel would avoid the practical difficulties associated with a long and hard-to-define easement. We would be glad to answer any questions about the properties and our plans, and appreciate any suggestions on how best to move forward with this request. Sincerely, John & Lori Koller 6810 Horseshoe Bend Drive Corcoran, MN 55340 thekollers@hotmail.com 952-994-1139 (Lori) 952-994-0115 (John) APPENDIX A (Design Guidelines) Page A-9 February 24, 2022 District Design Guidelines District Descriptions and Recommendations for District Specific Design Standards District Plan follows: SOUTHWEST DISTRICT DESIGN GUIDELINES The Southwest District offers Corcoran the opportunity to establish a “gateway” to the City on State Highway 55 at County Road 19. Development in this district should be of the type and quality that will add significant value for the City. The District Plan calls for high quality business parks along Highway 55 and County Road 19, with well-landscaped setbacks and buffers. The presence of a major natural resource corridor creates the opportunity for mixed residential development offering a mix of housing types and densities while preserving significant natural features. Site Development x Site design and landscaping should be designed to work with the existing topography of this area, preserving the rolling hills and natural view corridors. x Commercial areas should be designed as high quality business parks, with appropriate office, commercial and light industrial uses. x New residential development should include a range of housing types (townhouses as well as single-family attached and detached) and densities. x New residential development should reserve land for a neighborhood park as well as “natural open space”; these spaces should be linked to the trail system. Streets and Public Amenities x The intersection of County Road 19 and State Highway 55 should be developed as a “gateway” to the City of Corcoran with appropriate open space and gateway elements, such as identity signage, lighting, landscape and water features. The design should express the unique character of Corcoran’s rural community. x Driveways and other direct access from new developments to State Highway 55 shall not be permitted. New access roads shall be provided for access to properties that currently front the highway. x Access shall be from a new road network, for both business park and residential uses, with connections to existing roads; cul-de-sacs are discouraged. APPENDIX A (Design Guidelines) Page A-10 February 24, 2022 Section 1040 (District Regulations) Page 57 February 24, 2022 1040.020 – URBAN RESERVE DISTRICT (UR) Subd. 1. Purpose. The intent of the Urban Reserve district is to preserve areas where urban services are planned, as shown on the 2030 Comprehensive Plan, but not yet available. The large minimum lot area will retain these lands in their natural state or as agricultural uses until sanitary sewer, water, streets and other public infrastructure is available and new development occurs. This will allow orderly development to occur. The purpose of this district is to provide a holding zone until a landowner/developer makes application for development, at which time the City may rezone the affected property consistent with its designation in the Comprehensive Plan, provided that the development does not result in the premature extension of public utilities, facilities, and services as specified above. The district does allow limited use of development rights prior to sewer and water services through clustering of lots as outlined in Subd. 7. of this Section. Subd. 2. Permitted Uses. A.Agriculture and Tree Farms. B.Day Care Facilities, State licensed, as defined by statute. C.Dwelling, Single Family Detached. D.Seasonal Produce Stands. E.Residential Facility in a single family detached dwelling, serving 6 or fewer individuals and licensed by the State. Subd. 3. Accessory Uses. A.Accessory structures as regulated by Section 1030.020 of this Chapter. B.Accessory uses incidental and customary to uses allowed in this Section. C.Day Care Facilities, County licensed, 12 or fewer individuals. D.Fences as regulated by Section 1060 (Performance Standards) of this Chapter. E.Allowed Home Occupations as regulated by Section 1030.100 (Home Occupations) of this Chapter. F.Keeping of Animals, subject to Chapter 81 (Animals) of the City Code. Section 1040 (District Regulations) Page 58 February 24, 2022 G.Play and recreational facilities, including swimming pools and tennis courts, for use of the property owner and guests. H.Signs as regulated by the City Code. I.Temporary trailers and construction equipment for the duration of construction only where temporary lavatories are provided in compliance with City and State requirements. Subd. 4. Conditional Uses. The following are conditional uses, subject to the conditions outlined in Section 1070.020 of this Ordinance and the specific standards and criteria that may be cited below for a specific use: A.Commercial Feedlots, subject to MPCA (Minnesota Pollution Control Agency) requirements. B.Commercial Riding Stables, subject to Chapter 81 of the City Code. C.Day Care facilities accessory to educational facilities or Places of Worship/Assembly. 1.The structure and operation shall be in compliance with State of Minnesota Department of Human Services regulations and shall be licensed accordingly. 2.All signage shall comply with Chapter 84 (Sign Ordinance) of the Corcoran City Code. 3.No expansion of non-conforming structures or uses is allowed. 4.The use shall comply with the conditional use permit standards in Section 1070.020 of the Zoning Ordinance. D.Golf Courses and other outdoor recreational facilities of a commercial nature. E.Greenhouses and Nurseries, subject to the following: 1.When abutting a residential use or district, the property shall be screened and landscaped in accordance with this Chapter. All structures shall be set back at least 100 feet from any residential property line. 2.On-site storage and use of pesticides and fertilizers shall meet the standards of the Minnesota Department of Agriculture. Section 1040 (District Regulations) Page 59 February 24, 2022 3.Adequate off-street parking is provided on an improved surface as required by this Ordinance. 4.Adequate parking, loading and maneuvering areas shall be provided. 5.Loading areas are screened from adjacent residential uses. 6.Well and Septic Systems can be accommodated on site to serve the proposed facility. 7.Not more than 30 percent of the site area shall be covered with buildings or other structures. 8.Hours for retail sale of product to customers shall be limited to 7:00 a.m. to 9:00 p.m. 9.Lighting shall comply with all ordinance requirements. If more than 25 percent of the greenhouse spaces are to be lit at night, they shall be screened from residential properties by use of a retractable curtain, landscaping, buildings or other methods to prevent light pollution, including sky glow. 10.The site complies with the minimum lot area standards for the district. 11.Sale of accessory items shall be permitted, provided they do not generate more than 20 percent of the sales (measured by retail value or sales volume) for the business nor cover more than 10 percent of the site area. 12.At least 50 percent of the nursery stock to be sold on site must be grown on site. 13.The provisions of Section 1070.020 of this Ordinance are considered and satisfactorily met. F.Living quarters, which are provided accessory to a principal agricultural use, subject to the following: 1.The living quarters are not used as rental property. 2.A maximum of one such accessory dwelling shall be allowed. 3.There is a demonstrated need for such a facility for the permitted agricultural use. Section 1040 (District Regulations) Page 60 February 24, 2022 4.The farm includes a minimum of 30 acres. 5.The structure complies with all other Zoning Ordinance requirements. G.Towers and Antennas (freestanding) as regulated by Section 1060.100 (Telecommunications Services) of the Zoning Ordinance. Subd. 5. Interim Uses. The following are interim uses, subject to the conditions outlined in Section 1070.030 of this Ordinance and the specific standards and criteria that may be cited below for a specific use: A.Accessory Dwelling Unit, subject to the following: 1.Not more than one accessory dwelling unit shall be allowed on a single-family detached lot. 2.An accessory dwelling unit shall be located in an existing single family home or above an attached or detached garage that is accessory to a single-family detached home. 3.An attached or detached accessory dwelling unit shall comply with the same minimum building setback requirements as required for the living portion of the principal dwelling unit. 4.An accessory dwelling unit shall be a clearly incidental and subordinate use, the gross floor area of which shall not exceed the gross floor area of the principal dwelling unit or 800 square feet, whichever is less. 5.Unless otherwise specified in this Subdivision, a detached accessory dwelling unit shall be subject to the same regulations as provided for under Section 1030 of this Chapter. 6.The exterior design of an accessory dwelling unit shall incorporate a similar architectural style, roof pitch, colors, and materials as the principal building on the lot. 7.The owner of the property shall reside in the principal dwelling unit or in the accessory dwelling unit. 8.There shall be no separate ownership of the accessory dwelling unit. 9.In addition to the parking spaces required for the principal dwelling unit on the lot, 2 off-street parking spaces shall be provided for an accessory dwelling unit. Such accessory dwelling unit parking spaces Section 1040 (District Regulations) Page 61 February 24, 2022 shall not conflict with the principal dwelling unit parking spaces, and shall comply with the requirements of this Chapter. 10.An accessory dwelling unit shall have a separate address from the principal dwelling unit on the lot, and shall be identified with address numbers. 11.The interim use permit shall expire if the principal use of the property changes or the ownership of either the property or the principal use changes. 12.The interim use permit shall be issued for 3 years in accordance with the procedures outlined in Section 1070.030 of the Zoning Ordinance. Such permits will be administratively reviewed every 3 years to ensure compliance with conditions of approval and ordinance requirements for accessory dwelling units. Interim uses found to be in compliance may be extended by the Zoning Administrator for periods of up to 3 years each. B.Conditional Home Occupation License (CHOL) as allowed by Section 1030.100 (Home Occupations) of the Zoning Ordinance. C.Development in the 2030 Metropolitan Urban Service Area (MUSA)(as depicted on the official Zoning Map) prior to availability of municipal sewer and water, subject to the following: 1.The proposed development is consistent with the Land Use Plan in the adopted Comprehensive Plan, including applicable density goals. 2.The subject property is classified as Mixed Use in the City’s adopted Comprehensive Plan. 3.The proposed development will not preclude full utilization of the site development potential when municipal infrastructure services are available. 4.The applicant agrees to connect to municipal infrastructure, including, but not limited to: sanitary sewer, water and stormwater, upon its availability to the site. 5.The applicant agrees to pay all area charges and connection fees upon connection to municipal infrastructure. 6.The applicant agrees to put a cash reserve into a third party escrow account for the amount estimated by the City for the fees to be paid upon arrival of municipal infrastructure. The applicant understands Section 1040 (District Regulations) Page 62 February 24, 2022 that the fees are an estimate only and will enter into a written agreement with the City to pay all fees based on the City fee schedule in place at the time of connection. 7. The applicant will sign an assessment waiver for future assessments for public infrastructure. 8. The applicant will provide a removable on-site septic as a temporary means to address sewer prior to extension of municipal sanitary sewer. 9. The applicant will provide temporary on-site wells or will reach an agreement with an adjacent community to provide a temporary water service to the site until municipal water is provided by the City of Corcoran. 10. The applicant shall be responsible for all costs associated with the temporary sewer and water services and these costs shall not be credited against the infrastructure area charges and connection charges due when municipal infrastructure is provided. D. Event Centers, subject to the following: 1. Access to the site must be from a paved road. 2. The hours of operation shall be no later than 10:00 p.m. on Sunday through Thursday and midnight on Friday and Saturday. 3. The number of guests will be approved by the City based on the size of site, structures, parking availability, and other relevant factors. 4. Noise from an event shall comply with Section 82.04 Subd. 4 of the City Code. 5. No sound amplifications systems may be used outdoors after 10:00 p.m. 6. Sanitary facilities adequate for the number of attendees shall be provided as determined by the adopted Minnesota State Building Code, as may be amended from time to time. Portable toilets may be approved for temporary use and must be screened from view from roads and neighboring properties by landscaping or a wooden enclosure. No portable toilets shall be located closer than 400 feet from a neighboring residential structure. Section 1040 (District Regulations) Page 63 February 24, 2022 7. Off street parking shall be provided to accommodate 1 stall per 2 guests. Off street parking shall meet the same minimum setbacks as the principal structures in the zoning district. Off street parking must be on an improved surface such as class 5 gravel or pavement. 8. Screening may be required for outdoor facilities related to the event center and may include permanent landscaping, berms, fences, or walls. 9. Lighting shall comply with all ordinance requirements in Section 1060.040 of the Zoning Ordinance. 10. No overnight camping shall be allowed as part of an event center. 11. As part of the IUP, the City may approve signage for the event center. Consideration shall be given to the sign area, height, location and potential impacts on adjacent properties. 12. Compliance with all applicable regulations including State Health Code, State building codes, and local liquor licensing requirements. E. Mining and Soil Processing. F. Temporary living quarters, subject to the standards in Section 1030.040 (Temporary Structures) of the Zoning Ordinance. Subd. 6. Uses by Administrative Permit. A. Essential Services, as allowed by Section 1030.090. B. Special Home Occupations as allowed by Section 1030.100 of this Chapter. Subd. 7. Clustering Option. This Section provides for optional clustering of lots on those properties with development rights as recorded on the official City of Corcoran “Development Rights Map” on file at City Hall at the time of adoption of this Ordinance. Lots may be considered for clustering based on the following minimum standards: A. Clustering shall only be considered on those properties guided for residential land use on the 2030 Comprehensive Plan. B. An approval for a rezoning of the property, consistent with the residential land use category of the 2030 Comprehensive Plan shall be made at the same time as the subdivision of the property. Section 1040 (District Regulations) Page 64 February 24, 2022 C. All procedures for a standard subdivision as provided in Section 930 and 935 of the Subdivision Ordinance shall be followed with the addition of the following: 1. Buildable lots cannot exceed the number of development rights issued to the property. The number of rights is based on Subd. 8 of this Section. 2. The maximum lot area of each created clustered lot shall not exceed two times the minimum lot area for a single family dwelling in the zoning district that is compatible with the land use category in which the property is located. 3. The proposed development will not preclude full utilization of the site development potential when municipal infrastructure services are available. A ghost plat shall be designed for all outlot areas at the same time as the Preliminary and Final Plat is reviewed and approved. The ghost plat shall indicate future access, internal road network, future lot divisions and new lot layout based on zoning district requirements along with density as guided by the 2030 future land use plan and connection to municipal infrastructure. D. Water and Sewer Systems. All lots shall initially be served by a community well and septic system designed to connect to municipal sewer and water. Design shall be acceptable to the City Engineer. Once municipal sewer and water services are available, all lots shall be required to connect to the municipal system and pay all area charges and connection fees as required by the City policy in place at the time the infrastructure becomes available to serve the development. The community systems may be located within the outlot. A sewage treatment system management plan must be submitted to the City and approved prior to the final plat being recorded. 1. The applicant must provide a management (maintenance, replacement and repair) plan for the community wastewater treatment system. The management plan must be reviewed and approved by the City Council and recorded with the final plat. The plan should clearly identify the following: a. The ownership of the centralized wastewater treatment system. b. An annual schedule for maintenance, inspection and monitoring of the centralized wastewater treatment system. c. Assignment of responsibility for the management of and payment for the centralized wastewater treatment system. Section 1040 (District Regulations) Page 65 February 24, 2022 d. Contingency plan in the event of failure of the centralized wastewater treatment. e. Financial guarantees, covering the estimated cost of maintaining and replacing a centralized system. f. Provisions describing how the sewage treatment portion of the system will be protected from vehicles, animals, humans and other sources of risk. g. The name and license number of the system's designer. h. Provision for cost effective future connection of the wastewater treatment system(s) to urban services within one year after such services are provided at the boundary of the development, with sufficient financial guarantees to ensure no added cost to the City. i. The applicant shall provide a cash reserve into a third party escrow account for the amount estimated by the City for fees to be paid upon arrival of municipal infrastructure. The applicant shall enter into a written agreement with the City to pay all fees based on the City fee schedule in place at the time of connection. j. The applicant shall be required to sign an assessment waiver for future assessments for public infrastructure prior to approval of the Final Plat. k. If financial guarantees for any of the above provisions are part of an association assessment or treasury fund, the City shall be given access to annual audit records, at the expense of the association, to ensure proper funding. If such guarantees are the private responsibility of the developer, the City shall require guarantees from the responsible individual(s). Subd. 8. Density Requirements. This Section identifies the maximum number of residential units or non-residential units that may be developed. The development rights program is intended to preserve a rural residential environment with active agri-businesses. Development rights shall be calculated based on the total lot area and rounded to the nearest whole number. Development rights shall be as recorded on the official City of Corcoran “Development Rights Map” on file at City Hall. A. Landowners shall be permitted one development right for each 10 acres of land. Section 1040 (District Regulations) Page 66 February 24, 2022 B. Additional development rights may be granted to landowners that develop the property as part of an Open Space Preservation plat, as permitted by the Subdivision Regulations. C. No lots or outlots shall be allowed to be created without development rights, except in the following circumstances: 1. When approved as part of an Open Space and Preservation (OS&P) Plat as allowed by Section 940 of the Subdivision Ordinance, 2. When approved as part of a clustering option as allowed by Subd. 7 of this Section. Subd. 9. Area Requirements. The following minimum requirements shall be met in the UR district. Properties may be subject to special requirements for overlay districts as noted in Section 1050 (Overlay Districts): Minimum lot area 20 acres Minimum lot width 300 feet Minimum lot depth 300 feet Minimum Principal Structure Setbacks: Front , from Major Roadways* 100 feet Front, from all other streets 50 feet ȋζͳʹͲȌ 40 feet Side 25 feet Rear 30 feet Maximum Principal Building Height 35 feet *Major Roadways are Principal Arterial, A Minor Reliever, A Minor Expander and A Minor Connector Roadways as shown on the 2030 Roadway Functional Classification map in the 2030 Comprehensive Plan. (Ord. 308, passed 07-23-15, Ord 348, passed 05-25-17, Ord 365, passed 06-28-18, Ord 374, passed 08-23-18, Ord. 393, passed 06-27-19) Section 945 (Design Standards) Page 64 February 24, 2022 Subd. 17. Street Lights. Street lights shall be installed at all intersections and at other locations, as required by the City Engineer. All street lights within new subdivisions in the urban area shall be on ornamental poles with underground electrical service, and shall conform to City lighting standards. Subd. 18. Sidewalks and Trails. Required sidewalks and trails shall be installed at the time a street is constructed. Subd. 19. Dead-End Streets, Stub Streets and Cul-de-Sac Streets (permanent and temporary). A.Dead-End Streets. Dead-end streets shall be prohibited, except as stub streets. B.Stub Streets. Stub streets shall be installed to permit future street extensions into adjoining tracts, where appropriate. Barricades shall be installed at the end of stub streets and signage shall be provided indicating a future street connection C.Cul-de-Sac Streets (permanent). Cul-de-sac streets may be installed where necessary due to topography, configuration of land, existing road layouts or other special circumstances. D.Cul-de-Sac Streets (temporary). In those instances where a street is terminated pending future extension in conjunction with future platting and its terminus is located 1,320 feet or more from the nearest intersection in rural areas or 900 feet in urban areas, a temporary cul-de- sac with a pavement width of 90 feet in diameter shall be provided at the closed end. Any portion of a temporary cul-de-sac not located within the street right-of-way shall be placed in a temporary roadway easement extending beyond the curb line of the temporary cul-de-sac in all directions. No building permit shall be issued for any properties containing such temporary easement until after the temporary cul-de-sac is constructed. A financial guarantee will be required for removal and restoration, as required by the Development Contract for the subdivision. Subd. 20. Alleys and Private Drives. Alleys and private drives may be permitted by the City Council, and are subject to the following standards: A.Private Drives in the Rural Residential District. In conjunction with the review of plats in the Rural Residential District Zoning District, the City Council may approve private drives provided that all of the following conditions are met: Section 945 (Design Standards) Page 65 February 24, 2022 1. The council finds that a public street connection is not required for the public street network. 2. Design Standards. a. A private drive shall not exceed 2,640 feet in length unless it forms a continuous connection or loops back to a public street. Any such private drive with a terminus 1,320 feet or more from the nearest intersection will be required to provide a cul-de-sac at the closed end according to City Engineering Standards. b. The subdivider shall provide access to lots via public streets. Private drives are subject to the access standards of 945.020, Subd.12, D and 945.020 Subd. 12, F. c. Roadway standards must comply with Section 945.010, Subd. 5 (Engineering Design Standards). Private drives shall conform to the City of Corcoran Standard Detail Plates for shared driveways, as may be amended. The City Engineer may require additional site information and may require additional design standards that enhance safety. d. Individual unit driveways that gain access from any such private drive shall be a minimum of 22 feet in length. e. A decorative sign stating “Private Drive” shall be located near each entrance to a private drive. Such sign shall also provide the range of addresses served by the private drive. f. If the private drive accesses directly onto a paved public street, the private drive must include a paved apron of 75 feet The apron shall be measured from the edge of the existing pavement along the centerline of the private drive. (Ord. 317, passed 05-26-16) 3. Lot Standards. a. Areas devoted to private roads shall not be included in parcel size calculations. b. The private drive may not be placed in an outlot, and must be included with the parcel. Section 945 (Design Standards) Page 66 February 24, 2022 c. Lot width shall be measured at the lot line. For purpose of complying with the minimum lot width requirements, the front of the lot shall be the lot line adjacent to the private drive. d. Access for each lot in the subdivision shall be from the private drive. No direct access to public streets shall be allowed for lots within the subdivision. 4. Easement and Maintenance Agreement. An access easement and maintenance agreement shall be established for all private drives, subject to review and approval of the City Attorney and shall be recorded at Hennepin County prior to issuing building permits. 5. Homeowners Association Agreement. A homeowners association agreement shall be established to ensure that any such private drive remains “private” in perpetuity, subject to review and approval of the City Attorney, and shall be filed with the plat at Hennepin County. Such instrument shall require mandatory participation of all homeowners that have access via the private drive, shall include the requirement for creation of a fund to address maintenance, drainage and snow removal on the private drive, subject to City review and approval. Subd. 21. Design Standards, Streets. A. General. In order to provide for streets of suitable location, width and general improvement to accommodate prospective traffic and afford satisfactory access to police, firefighting, snow removal, sanitation and road maintenance equipment, and to coordinate roads so as to compose a convenient system and avoid undue hardships to adjoining properties, the following design standards for streets are hereby required. B. Street Surfacing and Improvements. After the subdivider has installed sewer and water, the subdivider shall construct poured-in-place concrete curbs and gutters and shall surface streets to the width prescribed in this Chapter. Types of pavement shall be as prescribed in the City’s Engineering Design Standards. Adequate provision shall be made for culverts, drains and bridges. The portion of the right-of-way outside the area surfaced shall be sodded. All road pavement, shoulders, drainage improvements and structures, curbs, turnarounds and sidewalks shall conform to all construction standards and specifications in the City’s Engineering Design Standards and shall be incorporated into the STAFF REPORT Agenda Item 10b. Council Meeting: April 14, 2022 Prepared By: Lieutenant Burns Topic: Police Office, Radio Audio Solution Action Required: Approval Summary: After moving into the remodeled space, staff has identified a maj or gap in p olice radio audio coverage within the police department. With this system, police radio traffic will be able to be heard throughout the entire police department. Staff is proposing to use American Rescue Plan Act monies to install a base station radio and volume -controlled speakers. Speakers would be located inside th e Police Department in the Emergency Operations Center, Garage, Patrol Office, Chief’s, Lieutenant’s and Sergeants’ offices. In 2021, Council discussed the use of A merican Recuse Plan Act (ARPA) funds , and identified key uses including technology/software investments to become paperless , cyber security, infrastructure connection of City Hall, water supply in frastructure, park planning, broadband and asphalt funding. To date Council has earmarked approximately $80,000 of the City ’s ARPA funds to a scanning project. As this is a new proposal, Council should consider how this aligns with previous discussions on the use of ARPA funds. Financial/Budget: Staff has identified this project as an appr opriate use of ARPA funds. The total project cost is anticipated to be $10,007.64 with an additional authorization of $500 included for unforeseen expenses . Options: 1.Consider a motion to accept the bid and authorize staff to purc hase and install a bas e radio and speakers in the Police Department , total cost up $10,507. 2.Decline Recommendation: Accept bid and aut horize purchase to install the radio and speakers in the Police Department. Attachments: 1.Motorola Base Station Quote. 2.Police Office wiring and speaker quote QUOTE-1669112 CORCORAN POLICE DEPT, CITY OF APX6500 E5 Dash Mount Radio for Station Audio Use 02/11/2022 The design, technical, pricing, and other information (“Information”) furnished with this submission is confidential proprietary information of Motorola Solutions, Inc. or the Motorola Solutions entity providing this quote(“Motorola”) and is submitted with the restriction that it is to be used for evaluation purposes only. To the fullest extent allowed by applicable law, the Information is not to be disclosed publicly or in any manner toanyone other than those required to evaluate the Information without the express written permission of Motorola.MOTOROLA, MOTO, MOTOROLA SOLUTIONS, and the Stylized M Logo are trademarks or registered trademarks of Motorola Trademark Holdings, LLC and are used under license. All other trademarks are theproperty of their respective owners. © 2020 Motorola Solutions, Inc. All rights reserved. 02/11/2022 CORCORAN POLICE DEPT, CITY OF 8200 COUNTY RD 116 CORCORAN, MN 55340 RE: Motorola Quote for APX6500 E5 Dash Mount Radio for Station Audio Use Dear Ryan Burns, Motorola Solutions is pleased to present CORCORAN POLICE DEPT, CITY OF with this quote for quality communications equipment and services. The development of this quote provided us the opportunity to evaluate your requirements and propose a solution to best fulfill your communications needs. This information is provided to assist you in your evaluation process. Our goal is to provide CORCORAN POLICE DEPT, CITY OF with the best products and services available in the communications industry. Please direct any questions to Randy Beach at randy.beach@ancom.org. We thank you for the opportunity to provide you with premier communications and look forward to your review and feedback regarding this quote. Sincerely, Randy Beach Account Manager Motorola Solutions Manufacturer's Representative QUOTE-1669112 Billing Address: CORCORAN POLICE DEPT, CITY OF 8200 COUNTY RD 116 CORCORAN, MN 55340 US Shipping Address: CORCORAN POLICE DEPT, CITY OF 8200 COUNTY RD 116 CORCORAN, MN 55340 US Quote Date:02/11/2022 Expiration Date:05/12/2022 Quote Created By: Randy Beach Account Manager randy.beach@ancom.org 763-257-3865 End Customer: CORCORAN POLICE DEPT, CITY OF Ryan Burns rburns@ci.corcoran.mn.us 763-400-7003 Contract: 20927 - MN DOT 119587 RFQ Number:NA Line # Item Number Description Qty List Price Sale Price Ext. Sale Price APX™ 6500 / Enh Series ENHANCEDAPX6500 1 M25URS9PW1BN APX6500 ENHANCED 7/800 MHZ MOBILE 1 $3,253.00 $2,342.16 $2,342.16 1a QA01648AA ADD: HW KEY SUPPLEMENTAL DATA 1 $6.00 $4.32 $4.32 1b G851AG ADD: AES/DES-XL/DES-OFB ENCRYP APX AND ADP 1 $879.00 $632.88 $632.88 1c GA00250AA ADD: WIFI/GNSS STUBBY ANTENNA LMR240 1 $110.00 $79.20 $79.20 1d G66BJ ADD: DASH MOUNT E5 APXM 1 $138.00 $99.36 $99.36 1e G51AU ENH: SMARTZONE OPERATION APX6500 1 $1,320.00 $950.40 $950.40 1f G142AD ADD: NO SPEAKER APX 1 $0.00 $0.00 $0.00 1g G78AT ENH: 3 YEAR ESSENTIAL SVC 1 $176.00 $176.00 $176.00 1h G89AC ADD: NO RF ANTENNA NEEDED 1 $0.00 $0.00 $0.00 1i G444AH ADD: APX CONTROL HEAD SOFTWARE 1 $0.00 $0.00 $0.00 QUOTE-1669112APX6500 E5 Dash Mount Radio forStation Audio Use Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""UnderlyingAgreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, thenMotorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products. Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800 Page 3 Line # Item Number Description Qty List Price Sale Price Ext. Sale Price 1j G806BL ENH: ASTRO DIGITAL CAI OP APX 1 $567.00 $408.24 $408.24 1k GA01670AA ADD: APX E5 CONTROL HEAD 1 $717.00 $516.24 $516.24 1l W22BA ADD: STD PALM MICROPHONE APX 1 $79.00 $56.88 $56.88 1m W969BG ADD: MULTIKEY OPERATION 1 $363.00 $261.36 $261.36 1n G361AH ENH: P25 TRUNKING SOFTWARE APX 1 $330.00 $237.60 $237.60 Grand Total $5,764.64(USD) Notes: ● ANCOM to provide Power Supply, Enclosure, Magnet Mic and Antenna on Sales Order No. 45440. ANCOM Tech Center to provide audio amplifier, volume controls, wall plates, speakers. ANCOM Tech Center to install base, mount speakers, volume controls and wall plates. This quote to follow in the near future along with wiring diagram and wire spec. Speaker cable and in-wall boxes to be provided and installed by others. Programming of radio by the Hennepin County Radio Shop. ● Unless otherwise noted, this quote excludes sales tax or other applicable taxes (such as Goods and Services Tax,sales tax, Value Added Tax and other taxes of a similar nature). Any tax the customer is subject to will be added toinvoices. QUOTE-1669112APX6500 E5 Dash Mount Radio forStation Audio Use Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""UnderlyingAgreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, thenMotorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products. Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800 Page 4 Purchase Order Checklist Purchase Order Checklist Marked as PO/ Contract/ Notice to Proceed on Company Letterhead (PO will not be processed without this) PO Number/ Contract Number PO Date Vendor = Motorola Solutions, Inc. Payment (Billing) Terms/ State Contract Number Bill-To Name on PO must be equal to the Legal Bill-To Name Bill-To Address Ship-To Address (If we are shipping to a MR location, it must be documented on PO) Ultimate Address (If the Ship-To address is the MR location then the Ultimate Destination address must be documented on PO ) PO Amount must be equal to or greater than Order Total Non-Editable Format (Word/ Excel templates cannot be accepted) Bill To Contact Name & Phone # and EMAIL for customer accounts payable dept Ship To Contact Name & Phone # Tax Exemption Status Signatures (As required) PAGE 1 ANCOM Communications 1800 East Cliff Road, Suite 17 Burnsville MN 55337 (952) 808-0033 Fax: (952) 808-0034 QUOTATION QUOTE NO.: 45440 -00 EC DATE: 3/02/22 TERMS:NET 30 DELIVERY:SpeeDee 3205BILL TO:SHIP TO: Corcoran Police Department Corcoran Police Department Please reference Quote No. on Attn: Lt. Ryan Burns Attn: Lt. Ryan Burns Correspondence & purchase orders. ATTN: Accounts Payable 8200 County RD 116 Quote expires:05/02/2022 8200 County RD 116 Corcoran, MN 55340 Corcoran, MN 55340 WE ARE PLEASED TO QUOTE YOU THE FOLLOWING: SEQ QTY DESCRIPTION UNIT PRICE DISC%TOTAL 1 1 20 Amp Power Supply 160.00 160.00 2 1 Cover, Includes Speaker 60.00 60.00 3 1 Magnetic Mic Single Pack SALE 35.00 35.00 4 *In-Building Audio Solution* 5 1 Installation Parts 2,458.00 2,458.00 5A -Antenna, Cable, Speakers, Audio Amplifier, Volume 5B Controls, Wall Plates and Misc. Hardware. 6 1 Installation Labor Services 1,480.00 1,480.00 6A -All labor and technical services to complete project. 6B Cable, Speaker and all Wall Boxes to be installed by Continued on following page ORDERS SUBJECT TO SHIPPING & HANDLING AND SALES TAX IF APPLICABLE TERMS SUBJECT TO CREDIT REVIEW BY Randy Beach 4 THIS QUOTATION DOES NOT CONSTITUTE A SALES ORDER UNLESS SIGNED BY YOU, OUR CLIENT. SEE TERMS AND CONDITIONS OF SALE ATTACHED. Accepted by _______________________________________________________________P.O. No _________________ LEGAL NAME OF PURCHASER _______________________________________________________________ Date ________________ AUTHORIZED SIGNATURE QUOTE NO. 45440 -00 PAGE 2 Corcoran Police Department Corcoran Police Department DATE 3/02/22 SEQ QTY DESCRIPTION UNIT PRICE DISC%TOTAL 6C Ancom Technical Center. 7 Thank you for your order!! RB 8 -Use quote with proposal PDF. Item summary 4,193.00 Subtotal 4,193.00 Inbound Frt 50.00 Sales Tax .00 GRAND TOTAL: 4,243.00 STAFF REPORT Agenda Item 10c. Council Meeting: April 14, 2022 Prepared By: Kevin Mattson Topic: Hackamore Road Improvements – County Road 47 Cost Share Agreement & Funding Request Action Required: Approval Summary: Planning for str eet improvements to Hackamore Road are underway along the border of Corcoran and Medina. The existing road is reaching its life expect ancy and increasing transportation demands as a result of development activity continue to impact the corridor. On May 27, 2021, council approved a two-lane road design with right and left turn lanes which pr ovides the opportunity for the cities to refine costs, analyze funding mechanisms, and complete a cohesive plan guiding the t ransportation needs, stormwater management, right-of-way, and pedestrian mobility of this corridor. The City of Plymouth approached Corcoran and Medina regarding a street reconstruction project along County Road 47 t hat included the intersection of Hackamore Road and County Road 101. The project includes a new traffic control system and limited street improvements immediately west of the intersection along Hackamore Road. The attached cost share agreement has been reviewed by the city attorney s for each community and includes a commitment up to one-fourth of the total cost of the sig nal improvements not to exceed $80,000 individually. Additionally, staff is requesting authorization to work with WSB to prepare a transportation CIP cost participation request with Hennepin County for the intersection of County Road 116 and Hackamore Road. The proposed costs to prepare the additional document ation is $2,606 (s hared 50/50 with Medina) which includes crash data review /analysis and a signal inspection. Financial/Budget: Costs for the signal improvements and the transportation CIP cost participation request total $81,303 ($80,000 and $1,303 res pectively). Developer con tribution funding and escrow is available for allocation to these improvement projects . Options: 1.Approve the County Road 47 C ost S hare A greement and Hennepin County Transportation CIP Cost Participation Request. 2.Send back to staff for further revi ew. 3.Decline. Page 2 Recommendation: Staff supports both the cost share agreement and funding request as outlined. The 75% Hackamore Road Design was i nc orporated into the signal and intersection improvements at Hackamore Road and County Road 101 . These improveme nts would have been required wit h street improvements along Hackamore Road. Council Action: Consider a motion to approve the County Road 47 C ost Share Agreement and Hennepin C ounty Transportation CIP Cost Participation Request. Attachments: 1. City of Plymouth/Medina - County Road 47 Cost Share Agreement 2. Hennepin County - Transportation CIP Cost Participation Request 1 ME230-1PZ-781555.v3 REIMBURSEMENT AGREEMENT (Plymouth’s County Road 47/Hackamore Road Project) This Reimbursement Agreement (the “Agreement”) is made as of this ___ day of __________________, 2022, by and among the city of Plymouth, a Minnesota municipal corporation (“Plymouth”), the city of Medina, a Minnesota municipal corporation (“Medina”), and the city of Corcoran, a Minnesota municipal corporation (“Corcoran”). Plymouth, Medina, and Corcoran are sometimes collective referred to herein as the “parties” or each a “party”. WITNESSETH: WHEREAS, Plymouth has initiated Phase I of its County Road 47 Reconstruction Project (for purposes of this Agreement, the “Project”); and WHEREAS, the Project includes installation of a new traffic signal system at the intersection of County Road 47 and County Road 101 (the “Signal Improvements”); and WHEREAS, the Project also includes certain improvements west of the intersection of County Road 47 and County Road 101 which are on portions of Hackamore Road that are separately owned and maintained by Medina and Corcoran respectively (the “Hackamore Improvements”); and WHEREAS, the Signal Improvements and Hackamore Improvements are collectively referred to herein as the “Reimbursed Improvements;” and WHEREAS, at Plymouth’s request, Medina and Corcoran are willing to reimburse Plymouth for the cost of the Hackamore Improvements and up to one-fourth of the total cost of the Signal Improvements, subject to the limitations herein, in accordance with the terms and conditions hereinafter set forth , and pursuant to the authority contained in Minnesota Statutes, section 471.59. NOW, THEREFORE, ON THE BASIS OF THE PREMISES AND MUTUAL COVENANTS HEREINAFTER SET FORTH, THE PARTIES AGREE AS FOLLOWS: 1. Project Design; Contract Administration. Plymouth will design the Project and prepare all plans and specifications for construction of the Project. The 90% plans and specifications, and any material changes to such plans and specifications, shall be submitted to staff of Medina and Corcoran for administrative approval, and such approval shall be deemed to operate as a temporary, non-exclusive license for Plymouth and its contractors to perform all work within those easement areas that are otherwise maintained by Medina and Corcoran, to the extent reasonably necessary to carry out the approved plans and specifications. Plymouth will advertise for bids, award, and administer any and all contracts for the Project in accordance with the requirements of law, including any necessary permitting. Plymouth will supervise and administer the construction of the Project to ensure that it is completed in accordance with the approved plans and specifications. Plymouth will require any contractor performing the Reimbursed Improvements to name Medina and Corcoran as additional insureds on all liability policies required by Plymouth. Plymouth will also require such contractor to defend, indemnify, protect and hold harmless Medina and Corcoran, their agents, officers, and employees, from all claims or actions arising from negligent acts, errors or omissions of the contractor or any sub-contractor. Plymouth will pay the contractor and all other expenses related 2 ME230-1PZ-781555.v3 to the construction of the Project and keep and maintain complete records of such costs incurred, to the extent required by law. Finally, if defective work related to the Reimbursed Improvements is discovered during any applicable correction period or warranty period that is provided for in the agreement between Plymouth and its contractor, Plymouth will use reasonable efforts to ensure that such defective work is corrected pursuant to the terms of such agreement. 2. Reimbursement. Upon completion of all Reimbursed Improvements, Medina and Corcoran each agree to reimburse Plymouth for (i) 50% of the costs related to the Hackamore Improvements; and (ii) one-eighth of the costs related to the Signal Improvements, provided, however, that the total individual reimbursement obligation for each Medina and Corcoran required herein shall not exceed $80,000. For the sake of clarification, the total amount to be reimbursed to Plymouth pursuant to this Agreement shall not exceed $80,000 from Medina and $80,000 from Corcoran, for a total reimbursement amount that may not exceed $160,000. Following the completion of the Reimbursed Improvements, reimbursement to Plymouth, as required herein, will be made by Medina and Corcoran within 30 days of a request for payment that contains such detailed information as may be requested by Medina and Corcoran to substantiate the costs and expenses for the Reimbursed Improvements. Notwithstanding the foregoing, Medina and Corcoran, in their sole individual discretion, may withhold any reimbursement owed pursuant to this Agreement until May 31, 2023, or until final resolution of a diligently pursued claim to enforce rights or obligations contained herein, whichever occurs later. All costs of the Project, including those related to the Reimbursed Improvements, in excess of the total reimbursement required herein, shall be borne by Plymouth or secured by Plymouth from other sources, it being the desire and understanding of the parties hereto that Medina and Corcoran will not be responsible for the Project to any extent except for the above-contemplated reimbursement. 3. Audit. All of Plymouth’s books, records, documents, and accounting procedures related to the Project are subject to examination by Medina and Corcoran. 4. Data Practices. Plymouth shall retain and make available data related to the letting of contracts and construction of the Project in accordance with the Minnesota Government Data Practices Act. 5. Term. This Agreement shall be in effect as of the date first written above and shall terminate once the Reimbursed Improvements are complete, all required reimbursement has been made, and any correction period or warranty period related to the Reimbursed Improvements has lapsed. 6. Indemnification. Each party shall indemnify, defend, and save the other parties harmless from any and all claims, damages, lawsuits, losses, liabilities, costs, and expenses, arising out of any negligent act or omission on the part of such indemnifying party or its contractors, agents, servants, or employees in the performance of any of the work to be performed under the terms of this Agreement. Each party’s obligation to indemnify the others under this clause shall be limited in accordance with the statutory tort limitations provided in Minn. Stat. § 466.04 to limit each party’s total liability for all claims arising from a single occurrence, including the other parties’ claims for indemnification, to the limits provided in section 466.04. This Agreement shall not act to aggregate the liability limits of the individual parties. 7. Third Party Rights; Complete Agreement; Modifications; Governing Law; Severability. Third parties shall have no rights or legal recourse under this Agreement. This Agreement contains the complete agreement between the parties and supersedes any previous oral agreements, 3 ME230-1PZ-781555.v3 representations and negotiations between the parties regarding the subject matter of this Agreement. No modifications or amendments may be made to this Agreement unless in writing and signed by all parties hereto. This Agreement shall be interpreted under the laws of Minnesota. In the event that any provision of this Agreement is deemed by a court to be unlawful or unenforceable, such provision shall be considered severed from the remaining provisions. 8. Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original, but which together shall constitute one and the same instrument. [signature page to follow] 4 ME230-1PZ-781555.v3 IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly authorized officers on behalf of the parties as of the day and date first above written. CITY OF PLYMOUTH By: _________________________________ Its Mayor And by: ______________________________ Its City Manager Date:_________________________________ CITY OF MEDINA By: _________________________________ Its Mayor And by: ______________________________ Its City Administrator Date:_________________________________ CITY OF CORCORAN By: _________________________________ Its Mayor And by: ______________________________ Its City Administrator Date:_________________________________ Contact Information: Carla StueveCounty EngineerCarla.stueve@hennepin.us Emily BuellCIP CoordinatorEmily.buell@hennepin.us Transportation CIP Cost Participation Request External agencies often perform work within the county right of way; which presents an opportunity to work collaboratively. This document outlines Hennepin County’s process for reviewing and responding to requests for county cost participation in agency-led projects. The county’s Transportation Capital Improvement Program (CIP) is adopted by the county board each December. The CIP includes limited Cost Participation and Partnerships funding for county cost participation in external agency-led projects along county roadways. Agencies within Hennepin County, including cities and park districts, can request county cost participation for engineering and construction costs for upcoming projects. Note that the county's cost participation contribution may not exceed the participation rates identified in the Hennepin County Cost Participation and Maintenance Policies. Given the limited funding available, county staff may negotiate cost shares that are less than county-led projects. The goals of this process include: •Determining alignment with county priorities •Providing an equal opportunity for agencies to submit requests for county cost participation •Promoting transparency in county staff’s recommendations via a data driven process Funding Request Submittal •Provide a letter to the County Engineer with the following project information:We ask that no more than three total pages be submitted as part of the request materials. o Location, background, and general scope of work o Schedule o Requested amount and current funding sourcesSpecify costs for design, right-of-way and construction. o Concept (if available) •Submit funding request materials to needs.request@hennepin.us by May 31, 2022 Evaluation CriteriaProjects will be evaluated based on the following criteria: •Alignment with current county needs •Advancement of current county priorities (e.g. climate action, disparity reduction, safety) •Project readiness Approval processCounty staff will notify all agencies in December, following board adoption of the county’s Transportation CIP, if their project was selected for county cost participation. Next steps will be communicated to partner agencies at that time. Notice of funding opportunity (January) Agencies submit funding requests (May) County to evaluate funding requests (Summer) Projectfunding recommendations (Fall) Request county board approval (Winter) Created: December 7, 2021 Requests due: May 31, 2022 STAFF REPORT Agenda Item 10d. Council Meeting: April 14, 2022 Prepared By: Jessica Beise Topic: City Logo Update Action Required: Direction Summary: Logos are important images that represent the item of which it is associated with. The words “City of Corcoran” are associated with the below logo which represents a farming community and wildlife. It is staff understanding that the logo was created at the time of the construction of City Hall (1994). While the ideals of a farming community and presence of wildlife will continue to be in the fabric of the City, Corcoran is transitioning . As the City considers a water tower staff would like to understand if an update to the City logo or a branding exercise is warranted . The current logo is difficult to integrate into documents as it is difficult to scale due to the detail in the image. If there is support for a logo change, staff would bring back a Request for Proposals and cost estimate based on similar projects in other cities. Financial/Budget: Staff anticipates costs with creating a logo, however depending on the feedback received and the scope of the project, the costs could vary significantly. Options: 1) Direct staff to proceed as requested. 2) Direct staff to abandon the project. Recommendation: Direct staff to proceed as requested. Council Action: Direct staff on what action to take regarding the City logo. Attachments: N/A STAFF REPORT Agenda Item 10e. Council Meeting: April 14, 2022 Prepared By: Jessica Beise Topic: Labor Negotiation Team Action Required: Direction Summary: The existing labor agreement representing police officers expires at the end of 2022. Staff would like to begin discussion with the union and requests direction from the Council on whether a member or members of the City Council would like to act as a Council liaison(s) for those discussions. Financial/Budget: A new labor agreement will outline various items which have an impact on salaries and benefits. Options: 1. Provide staff direction on whether or not a Councilmember(s) would like to act as a liaison (s) for union negotiations. Recommendation: Staff recommends that at least one member of the City Council act as a liaison for union negotiations. Council Action: Consider a motion to appoint up to two members of the City Council as liaisons for union negotiations. Attachments: None City of Corcoran 2022 City Council Schedule Agenda Item: 14. April 28, 2022 (Mayor McKee Not in Attendance) •Years of Service Recongition – Jesse Olson •Years of Service Recongition – Duane Hochstetler •Active Corcoran Planning Applications •Rush Creek Reserve Turn Lanes – Award Bids •Financial Performance Report •Bellwether 8th Addition FP and FPUD (city file 22-007) •Amberly 2nd Addition FP and FPUD (city file 22-008) •Karineimi Meadows PP (city file 22-013) •NE district plan update (city file 21-050) •Rush Creek Reserve 2nd FPUD and FP/DA (city file 22-012) •Policy for Tabling Items May 12, 2022 Work Session •Natural Resources May 12, 2022 •NE District Plan and Design Guidelines update standards (Moratorium expires 6- 10-2022) •Watershed Commissioner Guenthner – Presentation •Boardwalk at Bellwether RFP •Memorial Bench Program •Gateway Sign Discussion •Westside Tire Variance, SP and IUP (city file 22-011) May 26, 2022 Work Session •Residential District Standards May 26, 2022 •Active Corcoran Planning Applications •NE District Plan and Design Guidelines update standards (Moratorium expires 6- 10-2022) •EAW Decision – Hwy 55 Business Park •Three Rivers Park District – Diamond Lake Regional Trail Presentation •Pulte Walcott Glen – Rezoning, PUD plan and Preliminary Plat (city file 22 -015) - tentative