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2021 10 11 Agenda and Packet A.5:30 P.M. - WORK SESSION Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in the lower level of City Hall and are open to the public. If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. A.1 Interview Environmental Commission Youth Applicants A.2 Discuss Lease Program with Enterprise Fleet Management A.3 Discuss a Request to Consider Land Use Amendment and Rezoning for Westwood Church Property A.4 Discussion of Conditional Uses Versus Interim Uses in the Fringe Business (BF) District A.5 Review of the Chanhassen Compensation Policy Manual and 2021 and 2022 Pay Plan A.6 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS D.CONSENT AGENDA All items listed under the Consent Agenda are considered to be routine by the city council and will be considered as one motion. There will be no separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and considered separately. City council action is based on the staff recommendation for each item. Refer to the council packet for each staff report. D.1 Approve City Council Minutes dated September 27, 2021 AGENDA CHANHASSEN CITY COUNCIL MONDAY, OCTOBER 11, 2021 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.2 Receive Planning Commission Minutes dated September 21, 2021 D.3 Receive Park and Recreation Commission Minutes dated August 24, 2021 D.4 Approve Claims Paid October 11, 2021 D.5 Approve a Request to Amend Conditional Use Permit (CUP) 88-17 to Expand an Existing Outdoor Storage Area at 7851 Park Drive (Lakeshore Equipment) D.6 Resolution 2021-XX: Approve 2022 Service Agreement for Joint Assessment with Carver County Assessor D.7 Resolution 2021-XX: Approve Replacement of Fire Department Self Contained Breathing Apparatus (SCBA) D.8 Resolution 2021-XX: 2021 Fleet Purchase E.VISITOR PRESENTATIONS Visitor Presentations requesting a response or action from the City Council must complete and submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda). E.1 Representative Greg Boe E.2 Joe McLellan Citizen Action Request E.3 Mark Schmidt Citizen Action Request F.PUBLIC HEARINGS G.GENERAL BUSINESS G.1 Appoint Youth Commissioner to Environmental Commission H.COUNCIL PRESENTATIONS I.ADMINISTRATIVE PRESENTATIONS J.CORRESPONDENCE DISCUSSION J.1 Economic Development Commission (EDC) and Urban Land Institute (ULI) Summary Memo J.2 2021 Building Permit Activity September Year to Date K.ADJOURNMENT GUIDELINES FOR VISITOR PRESENTATIONS Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the 2 Chanhassen City Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided at every regular City Council meeting during Visitor Presentations. Anyone seeking a response or action from the City Council following their presentation is required to complete and submit a Citizen Action Request Form. An online form is available at https://www.ci.chanhassen.mn.us/action or paper forms are available in the city council chambers prior to the meeting. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Houlihan's, 530 Pond Promenade in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 3 City Council Item October 11, 2021 Item Interview Environmental Commission Youth Applicants File No.Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION None Motion Type N/A Strategic Priority N/A SUMMARY Two candidates have applied for the Environmental Commission Youth opening. They are scheduled to be interviewed as follows: 5:35 pm - Alex Jerdee 5:50 pm - Juju Adams BACKGROUND The City of Chanhassen Environmental Commission had been discussing for the past year the addition of a youth member to the group. The commission decided to seek City Council approval to amend the City Code and Environmental Commission Bylaws to allow the addition of a youth member. On August 23, 2021, the City Council adopted Ordinance 677 adding a youth commissioner to the Environmental Commission. 4 An ad was placed on the City's website and social media outlets with a link to an online application. Three applications were received but one was a Chaska resident and didn't qualify, DISCUSSION Youth Commissioner appointment is scheduled to take place in the General Business section of this City Council agenda. BUDGET N/A RECOMMENDATION N/A ATTACHMENTS Ordinance 677 EC Youth Vacancy Ad 2021 Alexandra Jerdee Application Julia Adams Application 5 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES,MINNESOTA ORDINANCE NO. 677 AN ORDINANCE AMENDING CHAPTER 2,ADMINISTRATION, OF THE CHANHASSEN CITY CODE THE CITY COUNCIL OF THE CITY OF CHANHASSEN,MINNESOTA ORDAINS: Section 1. "Section 2-46.09 Environmental Commission"of the Chanhassen City Code is hereby amended to read as follows: b) Membership. The environmental commission consists of seven members appointed in the manner set forth in this subsection. Members of the commission are appointed by the council for staggered terms of three years expiring on March 31 of each year. Additionally,the commission may also have one youth representative who shall also be a voting member. Youth representative shall be appointed for a one-year term. Section 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 23rd day of August, 2021 by the City Council of the City of Chanhassen, Minnesota. 00)(4\-VvAvAilin Zytt/3 Laurie Hokkanen, City Manager Elise Ryan, Mayor Ordinance 677 published in the Chanhassen Villager on September 2,2021) 6 City of Chanhassen Notice of Environmental Commission Vacancy The City of Chanhassen is seeking a youth applicant to fill a vacancy on the Environmental Commission. Term is for one year expiring in March 2022 and no prior experience is required to apply. Application forms are available online at www.ci.chanhassen.mn.us/ECyouthapp. Applications will be accepted through Sunday, September 19, 2021 at 4:00 p.m. Purpose: The Environmental Commission (EC) acts as a citizen outreach and education board for the City Council. Issues addressed by the commission include water quality, forestry, stormwater management, recycling, and water conservation education. Goals: As a citizen outreach and education commission to the City Council, the EC is responsible for developing an annual public education program that addresses issues facing the City’s natural resources. The commission advocates for the necessity of Chanhassen’s natural environmental and provides residents with opportunities to improve the quality of the city’s outdoor environment and learn more about the natural resources in our community. The commission works to engage the public through multiple communication platforms and hands-on activities. Responsibilities: Some of the responsibilities of the EC include: Assist with developing the annual Arbor Day event Creating a number of educational articles on environmental topics each year Provide an environmental education display at the July 3 business expo Select an environmental topic annually for focused public awareness Provide a public fall education event Membership: The EC consists of seven adult members and one youth member which are residents. Members of the commission are appointed by the city council. The youth member is appointed for a one- year term expiring on March 31 of each year. Meetings occur on the second Wednesday of every month at 6:00 pm in the Fountain conference room at city hall. Application Requirements: Applicants for this commission shall be age 16-18, must reside in Chanhassen, be available for an interview with the City Council on Monday, October 11, 2021 starting at 5:30 p.m.,and be able to attend the monthly Environmental Commission meetings beginning on Wednesday, November 10, 2021 at 6:00 p.m. The City Council will appoint the new member at their regular meeting on Monday, October 25, 2021. 7 8 Grade in School* Yes No Are you currently employed? Reasons for seeking this position* Yes No Do you have other volunteer positions?* If yes, please list Yes No Have you served on a Board, Commission, or Committee?* Please list any organization memberships Please list any organization memberships* Please list areas of special interest* Yes No Are you able to attend meetings once a month? (Second Wednesday from 6-8pm) Sophomore To help out the community and to utilize our natural resources sustainably to improve the city of Chanhassen. CC United Soccer and JV Soccer at Minnetonka Highschool Lakes, sustainability, and water quality. 9 Chanhassen Connection Newsletter City Website Facebook Twitter Chanhassen Villager Other How did you hear about commission vacancies?* Select all that apply 10 11 Grade in School* Yes No Are you currently employed? Reasons for seeking this position* Yes No Do you have other volunteer positions?* If yes, please list Yes No Have you served on a Board, Commission, or Committee?* Please list any organization memberships Please list any organization memberships* Please list areas of special interest* 11 I am passionate about saving the environment and doing as much as I can to make a difference. I have always cared about doing what's best for the earth. Whether it’s picking up trash I see on the street, or eliminating single-use plastics from my everyday life, I am constantly thinking about the negative impacts that humans have on the earth and what I can do to minimize those impacts. Not only do I take these actions in my life, but I encourage others around me to do the same. I would like to be a part of this council because it's an opportunity to practice my leadership skills and make a larger impact. For example, I’d like to take an active role in educating the public on specific environmental issues, and take responsibility for making the change I want to see. I have not served in any Boards, Commissions, or Committees. I am a part of the following clubs at my high school: Students Today Leaders Forever (STLF), Chemical Awareness and Prevention (CAP), and the Garden Club. I am interested in the environment/nature, equal rights, and creating a safe world full of fair opportunities. I am passionate about music and play the piano, guitar, saxophone, and ukulele. Since my mother is Brazilian, my annual trips to visit my family there have opened my perspectives on different cultures. These travel experiences have sparked my interest in world travel. 12 Yes No Are you able to attend meetings once a month? (Second Wednesday from 6-8pm) Chanhassen Connection Newsletter City Website Facebook Twitter Chanhassen Villager Other How did you hear about commission vacancies?* Select all that apply 13 City Council Item October 11, 2021 Item Discuss Lease Program with Enterprise Fleet Management File No.Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Listen to presentation from Wong Nystrom, Enterprise Fleet Management, ask questions, discussion. Motion Type N/A Strategic Priority Asset Management SUMMARY BACKGROUND As identified in the 2021-2024 Strategic Plan, staff has been examining the approach to investing in and maintaining assets. Staff has identified a vehicle lease program through Enterprise Fleet Management that would help the city address several current issues: Addresses a number of Strategic Priorities: Asset Management, Financial Stability, and Operational Excellence. Supply Chain: The city purchases vehicles through the state contract. Increasingly, the windows for ordering vehicles are shortening and the timeline to receive vehicles is increasing. There are several vehicles that were included in the 2021 CIP for replacement that we have not been able to replace yet. Many of the ordering windows for 2022 vehicles are already closed or are closing soon. Mr. Nystrom will share how working with Enterprise Fleet Management can mitigate these 14 supply chain issues. Reduce Administrative Staff time: Enterprise Fleet Management would assume management of the purchasing, tax, title, and licensing process. They would also be responsible for selling vehicles that are turning over in the fleet. Identify an effective vehicle life cycle that maximizes potential equity at time of resale creating annual savings. Reduce need for maintenance to the fleet. Improve fuel economy. Improve fleet safety for the operators and the public. Provide a lower sustainable fleet cost that is predictable year over year. DISCUSSION If the City Council is interested in exploring the concept further, the next step would be for Mr. Nystrom to work with the Public Works Director and Fleet Superintendent to do a deeper dive in the existing fleet and planned specifications of vehicles in the CIP to further refine the costs. The City Council could further review and consider approval of the program as soon as October 25. BUDGET RECOMMENDATION ATTACHMENTS City of Chanhassen Analysis City of Chanhassen Fleet Profile Enterprise Fleet PowerPoint 15 61 0.00%61 5,100 4.05 $28.40 14 $3.00 Annual Fiscal Year Fleet Size Annual Needs Owned Leased Purchase Lease* Equity (Owned) Equity (Leased)Maintenance Fuel Fleet Budget Net Cash Incl. Tax Average 61 5.0 61 0 240,760 0 43,920 66,664 351,344 0 351,344 '22 61 32 29 32 0 234,395 -223,500 0 31,784 59,670 102,349 248,995 351,344 '23 61 8 21 40 0 296,681 -115,650 0 28,750 57,921 267,703 83,641 351,344 '24 61 9 12 49 0 355,331 -125,600 0 25,337 55,954 311,023 40,322 351,344 '25 61 4 8 53 0 387,149 -51,100 -374,130 23,820 55,080 40,818 310,526 351,344 '26 61 37 0 61 0 441,257 -114,600 -168,735 20,786 53,331 232,040 119,304 351,344 '27 61 11 0 61 0 441,257 -106,117 20,786 53,331 409,258 -57,913 351,344 '28 61 9 0 61 0 441,257 -54,568 20,786 53,331 460,807 -109,463 351,344 '29 61 4 0 61 0 441,257 -477,668 20,786 53,331 37,707 313,637 351,344 '30 61 37 0 61 0 441,257 -109,363 20,786 53,331 406,011 -54,667 351,344 '31 61 8 0 61 0 441,257 -165,489 20,786 53,331 349,886 1,458 351,344 YEAR 2022 2023 2024 2025 2026 Under-Utilized Lower average age of the fleet QTY 32 8 9 4 8 0 Est $ $6,984 $14,456 $13,956 $12,775 $14,325 $0 Resale of the aging fleet is significantly reduced TOTAL $223,500 $115,650 $125,600 $51,100 $114,600 $0 Reduce operating costs Newer vehicles have a significantly lower maintenance expense * Lease Rates are conservative estimates Newer vehicles have increased fuel efficiency with new technology implementations **Estimated Current Fleet Equity is based on the current fleet "sight unseen" and can be adjusted after physical inspection Maintain a manageable vehicle budget Lease Maintenace costs are exclusive of tires unless noted on the lease rate quote.Challenged by inconsistent yearly budgets Currently vehicle budget is underfunded 9/28/2021 10 Year Savings KEY OBJECTIVES Confidential $630,450 52% of the current light and medium duty fleet is over 10 years old Current Fleet Equity Analysis Estimated Current Fleet Equity** City of Chanhassen - Fleet Planning Analysis $895,841 Fleet Costs Analysis Fleet Mix $18,610Avg. Sustainable Savings Annual Miles Price/Gallon Proposed Maint. 61 Fleet Growth Proposed Cycle $60.00 12.20 Current Fleet Fleet Cost Proposed Fleet Current Cycle Current MPG Current Maint. Maint. Cents Per Mile $0.14 19% 12% 69% Fuel Maintenance Purchase 16 10 8 6 Minivan-Passenger 2 9.2 2,800 #1 0 1 0 0 0 4 3/4 Ton Van Cargo 1 27.0 2,800 #1 0 0 0 0 0 Compact SUV 4x4 4 7.9 6,500 #1 2 0 1 0 0 Full Size SUV 4x4 5 6.3 6,300 #0 3 0 2 0 0 Compact Pickup Ext 4x4 1 11.8 16,900 #1 0 0 0 0 0 1/2 Ton Pickup Ext 4x4 26 9.5 5,100 #11 1 7 1 6 0 1/2 Ton Pickup Quad 4x4 2 11.8 4,200 #2 0 0 0 0 0 3/4 Ton Pickup Ext 4x4 16 13.0 4,500 #11 2 1 0 2 0 1 Ton Pickup Ext 4x4 1 12.8 900 #1 0 0 0 0 0 1 1/2 Ton Cab Chassis 3 11.1 4,400 #3 0 0 0 0 0 Totals/Averages 61 10.6 5,100 32 8 9 4 8 0 Confidential Model Year Analysis 9/22/2021 Vehicle Types 2022 2023 2024 2025 2026 Under- Utilized * Fiscal Year 2023 = 8 years old and older, or odometer over 93,300 * Fiscal Year 2024 = 6 years old and older, or odometer over 86,600 * Fiscal Year 2025 = 4 years old and older, or odometer over 79,900 * Fiscal Year 2026 = Remaining Vehicles * Underutilized = Annual Mileage less than * Fiscal Year 2022 = 10 years old and older, or odometer over 100,000 Vehicle Type # of Type Average Age (years) Average Annual Mileage City of Chanhassen - Fleet Profile Fleet Profile Fleet Replacement Schedule Replacement Criteria 7 3 2 2 1 5 1 6 0 5 4 4 3 6 2 2 4 3 1 00 20 32 Vehicles over 10 Years 33% 15% 47% 5% HD TRUCK SUV TRUCK VAN 17 © 2016 Enterprise Fleet Management, Inc.CONFIDENTIAL AND PROPRIETARY Government Entities Wong Nystrom Year 2021 18 © 2016 Enterprise Fleet Management, Inc.CONFIDENTIAL AND PROPRIETARY REFERENCES Chisago County Minnesota Cities Counties Sheriff Office Other Non-profits Over 50 Cities & Counties in Minnesota, over 1700 nationwide RFP Award Winner 19 © 2016 Enterprise Fleet Management, Inc.CONFIDENTIAL AND PROPRIETARY LOCAL PARTNERSHIPS •Muska Electric •Major Mechanical •Bituminous Roadways •Ace Electrical •Master Mechanical •Wells Concrete •J. Becher & Associates •Legend Mechanical •Milk Specialties •Fabcon Precast •Entrust Datacard •Apollo Technology Group •Parallel Technologies •Renters Warehouse •Foss North America •Identisys Inc. Additional Customers: •275 Local customers with over 13,000 vehicles managed •90% Historical customer retention (including mergers acquisitions and bankruptcies).20 Local City and County Vehicles partnered with Enterprise 21 More MN City and County Vehicles with Enterprise 22 © 2016 Enterprise Fleet Management, Inc.CONFIDENTIAL AND PROPRIETARY DEPRECIATION $32,459 TOTAL COST TO BUY & HOLD ADMINISTRATIVE,TAX, AND REGISTRATION $2,961 INTEREST $0 DRIVER DOWNTIME $1,594 NON-SCHEDULED REPAIRS $3,255 FUEL $19,285SCHEDULED MAINTENANCE $5,163 TOTAL COST OF BUY & HOLD FOR A ¾ TON PICKUP $64,717 Source: Internal Data Total amount is determined without consideration for Income Tax, time value of money (present value) concepts or inflation. Assumes a holding period of 9 years at 10,000 miles per year. 23 Savings and Safety at the right time EFFECTIVE VEHICLE LIFECYCLE $ CostTime Depreciation$ Fuel Maintenance Optimal Time to Replace Key Observations •Depreciation/year declines over time •Running costs of Fuel and Maintenance increase gradually over time •Mandated MPG efficiencies reward staying on technology wave 7 Years 10 Years 15 Years4 Years 24 © 2016 Enterprise Fleet Management, Inc.CONFIDENTIAL AND PROPRIETARY GOVERNMENT BUYING POWER MANHEIM AUCTION RESULTS VEHICLE Odometer Sale Price Capital Outlay 2020 Ford F-250 XL ExCab 4x4 4,146 $31,500 -$1,731 2019 Ford F-250 XL ExCab 4x4 10,282 $29,800 -$31 Price $29,769State Contract FORD’S WEBSITE 2016 Ford F-250 XL ExCab 4x4 57,636 $20,200 $9,569 2011 Ford F-250 XL ExCab 4x4 98,436 $6,000 $23,769 Ex-cab 4x4 MSRP: $44,2762021 Ford HD $38,375 Retail Sale Price 25 Your shop makes the vehicle safe: New Vehicle Design makes them safer Increase employee safety Currently: •? vehicles predate Anti-Lock Brake standardization (2007) •? vehicles predate Electronic Stability Control standardization (2012) •? % of your fleet will be 10 years or older in 2022 26 A LEASE MAY NOT BE WHAT YOU THINK A Closed End Lease is what you see on T.V. •Mileage restrictions •Wear & Tear Charges •Set terms •You do not get the equity, you return the vehicle back to dealer •Could have significant early term penalties •Adding customization can be penalized as extra wear and tear •Structured like a long-term rental •Closed end leases are an option but not the lease we recommend for most government departments Its an open Lease that can be customized to fit your needs No mileage restrictions No abnormal wear & tear charges Flexibility of term You get the EQUITY No prepayment penalty or early termination penalty You own 100% utilization and Customize Vehicle to your needs Structured like a finance to own Increase Cash Flow so you have choices to cycle more vehicles or just save the cash Closed End LeaseOpen End Lease 27 © 2016 Enterprise Fleet Management, Inc.CONFIDENTIAL AND PROPRIETARY RESOURCES Fleet Technology Client Website •Visibility and tracking of vehicle data •Customized dashboards with easy reporting •Real-time alerts •Simplify accounting processes with vehicle descriptors •Self-service features including driver changes, vehicle descriptors, mileage information and more •Assign unlimited unique identifiers to each vehicle to simplify routine tasks and vehicle categorization 28 City Council Item October 11, 2021 Item Discuss a Request to Consider Land Use Amendment and Rezoning for Westwood Church Property File No.Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kate Aanenson, Community Development Director Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY Consideration of a Land Use Amendment for Westwood Church to permit senior housing. BACKGROUND DISCUSSION BUDGET RECOMMENDATION 29 ATTACHMENTS Chanhassen Senior Living at Westwood Church Land and Zoning Issues 30 31 32 source: google images source: google images 33 34 35 REQUEST Westwood Church is requesting consideration of approval to build two different types of senior housing projects. Applewood Pointe is a senior co-op with the potential of 80-100 units and Amira is a 55+ senior rental housing with the potential of 80-100 units. History of the Site Westwood Church was approved by the City in 2001. The property was given a land use amendment from Low Density Residential (1.2-4 units per acre) to Public/Semi-Public. The City Council approved the rezoning of the property from Rural Residential (RR) to Office and Institutional (OI) District. Hope House was approved as a permitted use in the Rural Residential zoning district as a group home. It currently has occupancy for six guests based on the zoning and the use of septic system. Items for Deliberation Reasons why the Council might consider the request o Interest in one or both housing types (senior co-op and senior independent living) o Unique partnership/location with Westwood provides built-in community support similar to St. Hubert’s o Housing adjacent to site o Some high density properties identified in the Comprehensive Plan not likely to develop in the near future o Market rate projects not seeking assistance Reasons why the Council might not support the request o Change in long-term plans o May not be needed for more senior housing o Other parcels denied similar requests for land use changes for senior housing o No support services within walking distance o Unknown future for the Westwood property including property to the west What is Westwood Church Asking - Land Use Amendment and Re-Zoning o Timeline (6 months) o Highest level of discretion - not obligated to consider If interested, options: o Explore one or both projects? o Allow developer to schedule neighborhood meeting to explore community reaction o Return to City Council with concept plan and opportunity for City Council to hear from neighbors o If still interested in moving forward, make formal application(s) o A unique PUD zoning would have to be created o Traffic analysis will need to be evaluated 36 Westwood Church Request Page 2 Existing High Density Land Use -2040 Comprehensive Plan Housing Goals Note the Metropolitan Council has reduced the 2040 housing demand to 4,000 units. Property Under Construction or Entitled Number of units Use 1 Lake Place 110 Senior Rental 50 affordable 2 Moments of Chanhassen 48 Assisted Living/Memory Care 3 Avienda 150 Senior Co-op? 150 Assisted? Total 458 37 Westwood Church Request Page 3 2040 Comprehensive Plan Properties Guided High Density 8-16 Units Per Acre Property Acreage Unit Range 4 Gorra 55 440-750 5 Moon Valley 26 189-378 6 Gateway 61/101 20 58-116 Total 101 808-1,616 Requests Made for Higher Density (8-16 Units Per Acre) As Part of the 2040 Comprehensive Plan Property Acreage Unit Range 7 Erhart 13 104-208 8 Creek 5 Associates 21.5 172-344* requested over 16 u/a 9 Halla Properties - 3 Sites 66 528-1056 Total 100.5 804-1608 *The City Council did not support the request for the land use change to increase density. **See the following map for the properties guided or requested high density. 38 Westwood Church Request Page 4 3 1 24 5 6 8 7 9 39 City Council Item October 11, 2021 Item Discussion of Conditional Uses Versus Interim Uses in the Fringe Business (BF) District File No.Item No: A.4 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kate Aanenson, Community Development Director Reviewed By SUGGESTED ACTION Discussion Motion Type N/A Strategic Priority N/A SUMMARY This item was discussed at a City Council work session on April 23, 2018. At that time, the Council chose not to modify the District. Now that Highway 101 is nearing completion and properties are for sale along CASH 61, there is more interest in developing. This area is the southern gateway to the city. The uses in the BF District conflict with the land use guiding of properties. By allowing conditional uses that conflict with the City’s long-term vision for the area, these may not develop at the highest and best uses. To facilitate the highest and best use of this region, the City may wish to reclassify certain permitted and conditional uses as interim uses. BACKGROUND The City’s BF District was initially created 1986 with the stated intent to “accommodate limited commercial uses without urban services” with all potential uses being listed as either conditional or 40 accessory uses. In 1990, the City created interim use permits (IUP) and began classifying uses that it desired to be temporary in nature as interim uses. In 1994, the City amended the BF District’s intent statement to state: “The intent of the ‘BF’ District is to accommodate limited commercial uses temporary in nature without urban services, while maintaining the integrity, minimizing impact, and protecting the natural environment. When urban services are available, land use may change to a higher and improved use of the property.” DISCUSSION The City’s 2040 Land Use plan guides the parcels currently zoned BF for office industrial, mixed use, residential medium density, and residential high density land uses. The Highway 101/61 study commissioned by the City in 2014 envisions many of these parcels as being part of the City’s southern gateway. BUDGET RECOMMENDATION Staff recommends reclassifying commercial uses within the BF District as interim uses and correct the codification error. This will better convey the City’s intent that these uses are temporary in nature and will allow the City to terminate IUPs upon rezoning. ATTACHMENTS Issue Paper Zoning Map Land Use Map Highway 61 Corridor Map 41 CITY OT CHAI'IIIASSII'I Chanhassen is a Community for Life - Providing for Today and Planning for Tomonow MEMORANDUM City Council FROM: MacKenzieYoung-Walters,AssociatePlanner DATE: October 11,2021 SUBJ: Fringe Business (BF) District Uses To facilitate the highest and best use of this region, the City may wish to reclassifu certain permitted and conditional uses as interim uses. The City's BF District was initially created 1986 with the stated intent to "accommodate limited commercial uses without urban services" with all potential uses being listed as either conditional or accessory uses. In 1990, the City created interim use permits (lUP) and began classifuing uses that it desired to be temporary in nature as interim uses. In 1994, the City amended the BF District's intent statemenl to state: "The intent of the 'BF' District is to accommodate limited commercial uses temporary in nature without urban services, while maintaining the integrity, minimizing impact, and protecting the natural environment. When urban services are available, land use may change to a higher and improved use ofthe property." Most business uses, with the exception of wholesale nursery/green houses with no retail which is a permitted use, are classified as conditional uses within the District; however, some uses, such as churches and outdoor storage, are classified as interim uses, PH 952.227.1100. www.ci.chanhassen.mn.us. FX 952.227.1110 TO: Issue: This item was discussed at a City Council work session April 23.2018. At that lime, the Council chose not to modifi the District. Now that Highway 101 is nearing completion and properties are for sale along CASH 61, there is more interest in developing. This area is the southem gateway to the City. The uses in the BF District conflict with the land use guiding of properties. By allowing conditional uses that conflict with the City's long-term vision for the area, these may not develop at the highest and best uses. Background: I/OO MARKET BOULEVARD. PO BOX I47. CHANHASSEN' I4INNESOTA 55517 42 City Council Fringe Business (BF) District Uses October 11,2021 Page 2 The City's 2040 Land Use plan guides the parcels currently zoned BF for office industrial, mixed use, residential medium density, and residential high density land uses. The Highway 101/61 study commissioned by the City in 2014 envisions many ofthese parcels as being part ofthe City's southem gateway. As the reconstruction of Flying Cloud Drive and Highway 101 nears completion, the City has begun receiving inquires about the possibility of reactivating, expanding, and/or repurposing existing businesses along Flying Cloud Drive. While any business may continue to operate under the terms ofexisting conditional use permits in perpetuity, the City is concemed that applications for new or expanded conditional use permits (CUP) may come in. Since the express intent ofthe District is to accommodate temporary commercial uses until urban services are extended, it may be appropriate to classiff the area's allowed commercial uses as interim rather than conditional uses. Doing so will help to convey the City's expectation that these uses will be discontinued and the parcels redeveloped once municipal services are extended, and will also provide the City with an additional tool to help insure that the area develops at the highest and best use. Analvsis: Conditional use permits govem uses which are generally not allowed in a district, but may be suitable in specific circumstances. The City classifies uses that have a high potential to substantially impact adjacent parcels as conditional uses. Applicants wishing to receive a CUP must demonstrate that the use will not unduly impact adjacent parcels or the community and that it will be consistent with the intent of the Comprehensive Plan and zoning ordinance. The City's Zoning Code lists general and specific requirements for most conditional uses. Ifan applicant can demonstrate that they meet all ofthe conditional use requirements, the City must issue a CUP; however, the City can place reasonable andjustifiable conditions on the permit in order to mitigate anticipated adverse impacts associated with proposed use. This permit is recorded against property and allows that use to continue in perpetuity so long as the conditions of approval are not violated, the property is not subdivided, and the use is not discontinued for a period of six months or longer. Relevant Citv Code: Chapter 20 - Zoning, Article IV. - Conditional Uses: This article details general criteria, conditions, and procedures for granting and revoking CUPs and IUPs. Other divisions address specific criteria for various conditional uses by district. Chapter 20 - Zoning, Article ){X. - "BF" Fringe Business District, Sec. 20-771, -773, and -775: These sections respectively list the Districts permiued, conditional, and interim uses. Issue 1 : Conditional Use Permits (CUP) v. Interim Use Permits (lUP) 43 City Council Fringe Business (BF) District Uses October 11,2021 Page 3 Interim use permits (IUP) are very similar to conditional use permits, with the applicant needing to demonstrate that they meet the zoning ordinances requirement for the use and the City having the authority to impose conditions necessary to mitigate the anticipated impact ofthe use' The key difference is that interim uses are uses that the City believes are currently appropriate for an area but will not be suitable in future. In otder to ensure that these uses are temporary, the City Code requires that an IUP has an identified date or event that will terminate the use and also stipulates that the use will terminate upon any change in the City's zoning regulations which renders the use nonconforming. IUPs can also be terminated for the same reasons as CUPs. Uses should be classified as conditional when they represent an activity that will remain suitable as an area develops. For example, drive-through facilities are conditional uses due to their potential traffic impacts and presence ofan on-site speaker/intercom system; however, once it is demonstrated that these concerns have been mitigated, it is not envisioned that changes to the surrounding parcels will make the drive-tkough an unsuitable use. Uses should be classified as interim when they represent an activity that will become unsuitable as an area develops. For example, commercial kennels and stables are classified as interim uses in Agricultural Estate (A2) Districts because while their impacts can be mitigated within the context of multi-acre residential lots, these impacts are much less mitigatable within the context of a residential subdivision with 15,000-square foot lots. Automotiye Dealer/Rentals: Reclassifo from conditional use to interim use. There is a valid CUP for this use within this district. While this use is suitable within the area's current context, it would not be desirable in the context of mixed residential and commercial uses and high density residential districts. Commercial Kennels: Reclassifu from conditional use to interim use. There is a valid CUP for this use within this district. While this use is suitable within the area's current context, it would not be desirable in the context of mixed residential and commercial uses and high density residential districts. Commercial Sta6les: Reclassifu from conditional use to interim use. Reclassifr from conditional use to interim use. There is a valid CUP for this use within this district. While this use is suitable within the area's current context, it would not be desirable in the context of mixed residential and commercial uses and high density residential districts. Issue 2: Proposed Chanees lI/holesale Nursery/Green House/No Rerail: Reclassiff from permitted use to interim use. Currently no parcel zoned BF is being used as wholesale nursery/green house. While this use is suitable within the area's current context, it would not be desirable in the context of mixed residential and commercial uses and high density residential districts. This use is already listed as interim use in the nearby A2 districts. 44 City Council Fringe Business (BF) District Uses October 11,2021 Page 4 Iharehousing and Cold Storage: Reclassify from conditional use to interim use. There is a valid CUP for this use within this District. While this use is suitable within the area's current context, it would not be desirable in the context of mixed residential and commercial uses and high density residential districts. Motor Fuel Station without Car ll/ash: Reclassifu from conditional use to interim use. There is a valid CUP for this use within this district. While this use is suitable within the area's current context, it would not be desirable in the context of mixed residential and commercial uses and high density residential districts. Miniature Golf Course: Reclassifr from conditional use to interim use. There is a valid CUP for this use within this district. While this use is suitable within the area's current context, it would not be desirable in the context of mixed residential and commercial uses and high density residential districts. Recommendation: Staffrecommends reclassifring commercial uses within the BF District as interim uses and correct the codification enor. This will better convey the City's intent that these uses are temporary in nature, and will allow the City to terminate IUPs upon rezoning. ARTICLE XX..'BF" FRINGE BUSINESS DISTRICT Sec.20-771. - Intent. The intent of the "BF" district is to accommodate limiled commercial uses temporary in nature without urban services, while maintaining the integrity, minimizing impact, and protecting the natural environment. When urban services are available, land use may change to a higher and improved use of the property. (Ord. No. 80, tut. V, $ l4(5-14-l), I2-15-86; Ord. No. 220, $ l, 9-12-94) Sec.20-771.1. - Permitted uses. The following are permitted uses in a "BF" district: ( I ) Agriculture. (2) Antennas as regulated by Article XXX ofthis chapter. (3) Private and public park/open space. (4) Single-family dwelling (one unit per ten acres). 45 City Council Fringe Business (BF) District Uses October 11,2021 Page 5 (Ord. No. 220, S 1,9-12-94; Ord. No. 259, $ 23,11-12-96; Ord. No. 377, $ 103, 5-24-04) Sec. 20-772. - Permitted accessory uses. The following are permitted accessory uses in a "BF" district: (l) Parking lots. (2) Signs. (3) Temporary outdoor sales and events (subject to the requirements of section 20-964). (Ord. No.80, ArL V, $ l4(5-14-3), l2-15-86; Ord. No.243, $ 11,2-13-95; Ord.No.377,5104, 5-24-04; Ord. No.619, $ 12,2-27-17) Sec. 20-773. - Conditional uses. The following are conditional uses in a "BF" district: @ @ine €)---eemraereial+en*ets $)---eemmercial+ta*s" (7) Towers as regulated by article )O(X ofthis chapter (8) Utility services. (Ord. No. 80, tut. V, $ 14(5-14-2), 12-15-86; Ord. No. 80-D, $ 1, 1-11-88; Ord. No. 103, $ 1,5- 22-89; Ord. No. I 16, S 9, l-22-90; Ord. No. 120, $ 4(1 l), 2-12-90; Ord. No. 220, $ 2,9-12-94; Ord. No. 247,$ l,3-11-96; Ord. No. 259,524,11-12-96; Ord. No. 377, $ 105, 5-24-04) State Law reference- Conditional uses, M.S. $ 462.3595.5 Sec.20-774. - Lot requirements and setbacks. The following minimum requirements shall be observed in a "BF" district subject to additional requirements, exceptions and modifications set forth in this chapter: (1) The minimum lot area is 20,000 square feet. (2) The minimum lot frontage is 100 feet, except that lots fronting on a cul-de-sac shall have a minimum front footage of 60 feet in all districts. 46 City Council Fringe Business (BF) District Uses October 11,2021 Page 6 (3) (4) (s) The minimum lot depth is 150 feet. The maximum lot coverage is 40 percent. Off-street parking shall comply with district setback requirements except: a. There is no minimum setback when it abuts a railroad right-of-way, except as provided in chapter 20, article XXV, division 3, pertaining to landscaping requirements. b. There is no minimum setback when it abuts, without being separated by a street, another off-sEeet Parking area. c. The minimum setback is 50 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way. d. The minimum setback is 25 feet for side sheet side yards. e. Parking setbacks along public rights-of-way may be reduced to a minimum often feet if the applicant can demonstrate to the satisfaction ofthe city that l00-percent screening is provided at least five feet above the adjacent parking lot. The intent of this section is that the city is willing to trade a reduced setback for additional landscaping that is both an effective screen and ofhigh quality aesthetically. Acceptable screening is to be comprised of berming and landscaping. Screening through the use offencing is not permitted. The maximum height is as follows: a. For the principal structure, one story. b. For accessory structures, one story. Minimum setback requirements: a. For front yards,25 feet. b. For rear yards, 20 feet. c. For side yards, ten feet. d. The minimum setback is 50 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way' e. Buffer yards. The City Comprehensive Plan establishes a requirement for buffer yards. Buffer yards are to be established in areas indicated on the plan where higher intensity uses interface with low density uses and shall comply with chapter 20, article XXV, of the Chanhassen City Code. The buffer yard is not an additional setback requirement. The full obligation to provide the buffer yard shall be placed on the parcel containing the higher intensity use. (6) (7) 47 City Council Fringe Business (BF) District Uses October 11,2021 Page 1 The buffer yard is intended to provide physical separation and screening for the higher intensity use. As such, they will be required to be provided with a combination of berming, landscaping and/or tree preservation to maximize the buffering potential. To the extent deemed feasible by the city, new plantings shall be designed to require the minimum of maintenance, however, such maintenance as may be required to maintain consistency with the approved plan, shall be the obligation of the property owner. (Ord. No. 80, ArL V, $ 14(15-144), 12-15-86; Ord. No. 94, $$ 1,5,7-25-88; Ord. No. 136, $$ 1A, lB, l-28-91; Ord. No.45l, $ 6, 5-29-07; Ord. No.474, $ 13, l0-13-08) Sec. 20-775. - Interim uses. The following are interim uses in the "BF" district: (l) Churches. (2) Outdoor storage. (3) Rese*e*Automotivedealers/rental. (4) Commercialkennels. (5) Commercialstables. (6) Wholesale nursery/green house/no retail (subject to compliance with section 20- 268\. (7) Cold storage and warehousing. (8) Miniature golf course (pursuant to section 20-259). (9) Motor fuel stations without car washes. (Ord. No. 120, $ 3, 2-12-90; Ord. No. 164, $ l, 2-24-92; Ord. No. 243,5 12,2-13-95; Ord. No. 377, $ 106, 5-24-04) Secs. 20-77 6---20-790. - Reserved. Attachments: 1. Zoning Map 2. Lard Use Map 3. Highway 101/61 Map g:\plan\mw\issue papers and repons (drafu)U-shelved\bf cu to iu\bfcu to iu issue paper.docx 48 2040 Land Use 49 61 Corridor Study 50 51 52 City Council Item October 11, 2021 Item Review of the Chanhassen Compensation Policy Manual and 2021 and 2022 Pay Plan File No.Item No: A.5 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Review and Discuss the Compensation Policy Manual and 2021 and 2022 Pay Plan Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY The City of Chanhassen desires to be an Employer of Choice and attract and retain top candidates to provide excellent service to Chanhassen residents, businesses, and visitors. In 2020, the city identified the need to conduct a comprehensive compensation and class study. The need stemmed from the time lapsed since the last update to the Compensation Plan (2016) as well as significant feedback/concern received from employees through the employee survey and collective bargaining. In 2021, the City identified "Operational Excellence" as a Strategic Priority in the 2021-2024 Strategic Plan. Specific targets including reducing non-retirement turnover to less than 12% (industry standard for state and local government is 10%). Completing and implementing the comp and class study was identified as a strategic initiative. On March 22, 2021, the city awarded a contract to McGrath Consulting to complete the Comp and Class Study. On September 27, 2021, the City Council received information on the Comp Study results and implementation plan at a Council workshop. BACKGROUND 53 In 2021, the city reviewed the group of cities that are considered "comparable cities" and adopted a new group of metro cities that are considered comparable because of a variety of factors including tax capacity, population, average home value, and/or proximity. A complete overview of the comparable cities is attached. Each of these cities provided salary data that was used by the consultant to determine the market ranges for each position. The city is experiencing higher turnover in the last five to seven years than was historically true in Chanhassen. Employees are drawn from all over the Twin Cities metro, which means that Chanhassen has to compete against a wide variety of other public and private employers for top candidates. A map of where current employees commute from is attached. Key findings of the Comp and Class Study include: The majority of minimum hiring salaries are too low. Current midpoints and maximums of salary ranges are generally comparable to the market. There is a lack of progression through salary ranges – meaning that a number employees have not achieved their mid or max salary. 55% of employees have five or less years of service. We have hired 30 new employees in the last 3 years. 54% of employees are age 50+. Employees under the age of 40 range have 0-10 years with the city and an average tenure of 2.85 years. The proposed plan moves the city to a performance-based step and grade system with 19 pay grades and 9 steps from minimum (hiring) salary to maximum. Key Features of the Compensation Policy: Pay philosophy is to be in the middle or slightly above middle of the market. A change in the timing of salary increases: COLA increase to salary schedule and employees annually, in January. Performance-based step increases in July for most employees. Employees with less than three years as of 12/1/21 would receive increase on anniversary date. Tied to performance - progression to next step of pay plan requires positive performance review. The pay plan/salary schedule would be adjusted for inflation annually. Benefits to the City: Be an employer of choice - attract and retain top talent. Reduce turnover and training costs. The Society for Human Resource Management (SHRM) estimates that each departure costs about one-third of that worker’s annual earnings. 67% of that is for soft costs - such as reduced productivity, interview time, and lost knowledge. 33% is hard costs - such as hiring expenses, background checks, and temporary workers. Provide better service to residents and businesses through consistency and institutional knowledge. DISCUSSION 54 BUDGET The 2022 budget proposes: $150,000 to place employees on the appropriate step of their assigned grade. This is a one-time market adjustment. (If implemented on December 1, would also use $18,000 in fund balance.) $335,000 to implement the compensation study and a 2.5% COLA for all employees, which is a levy impact of 2.8%. For comparison purposes, if the city budgeted a 2% COLA and 3% for Pay for Performance (PFP), the total cost would be $326,700. In 2021, the city budgeted 2% overall, which was in essence a 2% COLA and 0% for PFP. A summary of historical COLA and PFP amounts is attached. When averaged across all employees, the market adjustment is an average of 2.3%. In 2023, the cost of step increases is estimated at $142,000. The cost declines by approximately $20,000 per year and levels off in 2026 at $110,000 per year. The City Council would set the COLA amount annually through the budget process. RECOMMENDATION Staff recommends the City Council adopt a Resolution approving the Chanhassen Compensation Policy Manual and 2021 and 2022 Pay Plan. ATTACHMENTS Where Employees Commute From Comparable Cities Selection Overview Comparable Cities 2021 Pay Plan Resolution Comparable Cities Table Chanhassen Compensation Policy Manual 55 15 55 23 15 15 19 Hutchinson 65 25 55 94 35W 35E Elk River Ramsey St Michael Forest Lake Blaine Maple Grove 25 25 19 19 13 13 7 7 100 12 52 212 212 94 694 694 35E Mis s issippi National Rive r and Rec r eation Area Lakeville Minnetonka Eden Prairie St Paul Minneapolis StCroixRiverStCroixRiver19 35 61 Blaine BurnsvilleCarver - 2 Chanhassen - 11 Chaska - 3 Cologne Cottage GroveEagan Eden Prairie - 2 Hastings Hopkins - 3Hutchinson Jordan - 2 Lakeville - 2 Lester Prairie Maple Lake Mayer Minneapolis Minnetonka - 5Minnetrista Mound New Germany - 2 New Prague Plymouth Prior Lake - 3 Savage Shakopee - 5 Silver Lake Saint Bonifacius - 2 Saint Louis Park Stacy Victoria - 4 Waconia - 6 Winsted Norwood Young America Bloomington - 3 Metropolitan Council, MetroGIS, Esri Canada, Esri, HERE, Garmin, SafeGraph, FAO, METI/NASA, USGS, EPA, NPS Document Path: K:\Departments\Finance\Employee Map\Employee Map.aprxDate Created: 10/1/2021 Created By: City of Chanhassen - Engineering Department µ0 30,000 Feet 0 5 Mile Where Employees Drive From City of Chanhassen Legend Chanhassen City Hall City (Average 12 miles from City Hall) 56 Comparable Cities Selection Chanhassen 57 Purpose and Uses - Which cities will we use to compare? Comparable Cities Property Taxes & Budget Financial Info Comparisons Fees & charges Development policies Wages & benefits Policies & procedures in all areas Benchmarks & policies Identify trends and outliers Relevant comparisons Stay competitive (development and recruitment/retention) No “cherry picking” Transparency 58 Comparable Cities Selection Criteria Quantity • Enough but not too many! • 10 Community Designation • Emerging Edge • Suburban Edge • Suburban Population • +/- 25% Location • Neighbors & Carver Cities • Competition Market Value • Residential • Commercial/Industrial • Development Similarities Economic Wealth Indicators • Median Home Value • Median Income 59 Challenges • Large number of metro suburbsPopulation band • Very few cities that have multiple common factors Multiple common factors • Emerging edge suburbs are not close in distanceMet Council Designation • Wide population variation but similar economic comparisons Carver County & Neighboring Cities • Competition is more likely to be with cities within a closer range of distance Competition for Development & Staff 60 Metropolitan Council Community Designations Shakopee Neighbor / Market Value Suburban Edge Cottage Grove Market Value Suburban Edge Inver Grove Heights Market Value Suburban Edge Savage Population Suburban Oakdale Population Suburban Chaska Population / Neighbor / Carver Suburban Edge Ramsey Population Emerging Edge Prior Lake Population Emerging Edge Shoreview Population Suburban Chanhassen Emerging Edge White Bear Lake Population Suburban Rosemount Population Emerging Edge Champlin Population Suburban Farmington Population Emerging Edge Hastings Population Emerging Edge Lino Lakes Population Emerging Edge Stillwater Population Suburban Waconia Carver Emerging Edge Victoria Neighbor / Carver / Economic Factors Emerging Edge Eden Prairie Neighbor / Economic Factors Suburban Minnetonka Neighbor / Economic Factors Suburban Shorewood Neighbor / Economic Factors Suburban 61 Comparable Cities Selection Metro Cities Designated as Suburban, Suburban Edge, Emerging Edge 41,528 37,795 35,321 32,245 27,930 27,692 27,263 27,005 26,695 26,278 25,752 25,202 24,231 23,123 22,962 21,995 19,767 - 10,000 20,000 30,000 40,000 50,000 60,000 70,000 Population Similar Market Values Suburban Cities population +/- 25% of Chanhassen •Current comparable cities (KFS). Also on the current list is Elk River which has been excluded from the new list since it is outside of seven county metro area. •Cities within the population range that have urban designations have been excluded. 62 Comparable Cities Selection – Add in neighbors Metro Cities Designated as Suburban, Suburban Edge, Emerging Edge 64,56754,14141,528 37,795 35,321 32,245 27,930 27,692 27,263 27,005 26,695 26,278 25,752 25,202 24,231 23,123 22,962 21,995 19,767 13,27710,5857,9340 10,000 20,000 30,000 40,000 50,000 60,000 70,000 Population Market Values Neighbors Neighbors Suburban Cities population +/- 25% of Chanhassen 63 Comparable Cities within 20 mile radius Metro Cities Designated as Suburban, Suburban Edge, Emerging Edge - 10,000 20,000 30,000 40,000 50,000 60,000 70,000 Market Values Neighbors Neighbors Suburban Cities population +/- 25% of Chanhassen 64 Narrow the List Based on Distance City Population Carver County Neighbor / within 15 miles Exclude >20 miles Designation 1 Shakopee *41,528 X X Suburban Edge 2 Cottage Grove *37,795 X Suburban Edge 3 Inver Grove Hts *35,321 X X Suburban Edge 4 Savage*32,245 X X Suburban 5 Oakdale 27,930 X Suburban 6 Chaska*27,692 X X X Suburban Edge 7 Ramsey 27,263 X Emerging Edge 8 Prior Lake*27,005 X X Emerging Edge 9 Shoreview 26,695 X Suburban 10 Chanhassen 26,278 Emerging Edge 11 White Bear Lake 25,752 X Suburban 12 Rosemount*25,202 X Emerging Edge 13 Champlin 24,231 X Suburban 14 Farmington 23,123 X Emerging Edge 15 Hastings 22,962 X Emerging Edge 16 Lino Lakes 21995 X Emerging Edge 17 Stillwater 19767 X Suburban 18 Waconia 13,277 X X Emerging Edge 19 Victoria 10,585 X X Emerging Edge 20 Eden Prairie 64,567 X Suburban 21 Minnetonka 54,141 X Suburban 22 Shorewood 7,933 X Suburban Eliminate cities outside 25 mile radius (Cottage Grove*, Oakdale, Ramsey, White Bear Lake, Lino Lakes*, Hastings, Stillwater*, Elk River*) 65 Narrow the List Based on Distance City Population Carver County Neighbor / within 15 miles Exclude >20 miles Designation 1 Shakopee *41,528 X X Suburban Edge 2 Cottage Grove *37,795 X Suburban Edge 3 Inver Grove Hts *35,321 X X Suburban Edge 4 Savage*32,245 X X Suburban 5 Oakdale 27,930 X Suburban 6 Chaska*27,692 X X X Suburban Edge 7 Ramsey 27,263 X Emerging Edge 8 Prior Lake*27,005 X X Emerging Edge 9 Shoreview 26,695 X Suburban 10 Chanhassen 26,278 Emerging Edge 11 White Bear Lake 25,752 X Suburban 12 Rosemount*25,202 X Emerging Edge 13 Champlin 24,231 X Suburban 14 Farmington 23,123 X Emerging Edge 15 Hastings 22,962 X Emerging Edge 16 Lino Lakes 21995 X Emerging Edge 17 Stillwater 19767 X Suburban 18 Waconia 13,277 X X Emerging Edge 19 Victoria 10,585 X X Emerging Edge 20 Eden Prairie 64,567 X Suburban 21 Minnetonka 54,141 X Suburban 22 Shorewood 7,933 X Suburban Eliminate cities outside 25 mile radius (Cottage Grove*, Oakdale, Ramsey, White Bear Lake, Lino Lakes*, Hastings, Stillwater*, Elk River*) 66 Property Tax Levy Chanhassen is on the low end of all comparisons $26.2$21.0$19.8$17.6$15.3$15.0$14.0$13.5$13.5$13.5$13.4$13.0$12.1$11.9$11.2$11.1$7.4$0.0 $5.0 $10.0 $15.0 $20.0 $25.0 $30.0 Millions67 Property Tax Levy Increase 2021 Chanhassen is on the low end of all comparisons 10.5% 8.6% 7.1%6.7%6.2%5.9%5.6%5.5%5.0% 4.0% 4.0%3.9%3.5% 3.5% 3.5% 3.5%3.1%2.8%2.7%2.3%2.0% 0.9% 0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 68 Median Home Value Chanhassen compares closely with neighbors $485,300$427,400$381,300$368,100$347,900$322,400$307,500$303,700$293,100$291,400$279,000$275,800$266,200$265,500$254,500$254,200$251,900$249,800$237,800$227,700$226,000$214,900$0 $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 69 Tax Capacity Chanhassen is on the high end of all cities less than 50,000 population $73.2$57.3$50.9$46.2$44.2$44.1$42.4$38.3$36.8$36.0$35.2$33.1$30.8$28.5$26.8$24.1$23.8$21.7$19.1$18.3$0.0 $10.0 $20.0 $30.0 $40.0 $50.0 $60.0 $70.0 $80.0 Millions70 Tax Capacity Rate – Tax on $400,000 home Chanhassen is on the low end of all comparisons $2,288 $2,115 $2,042 $2,032 $1,607 $1,591 $1,558 $1,538 $1,516 $1,500 $1,465 $1,403 $1,355 $1,301 $1,301 $1,296 $1,256 $1,231 $1,157 $1,134 $844 $823 57.39%53.05%51.20%50.97%40.29%39.90%39.07%38.58%38.03%37.62%36.74%35.18%33.97%32.63%32.63%32.50%31.51%30.86%29.01%28.43%21.17%20.63%0.00% 10.00% 20.00% 30.00% 40.00% 50.00% 60.00% 70.00% $0 $500 $1,000 $1,500 $2,000 $2,500 71 Comparable Cities within radius of 20 miles #City Population Similar Size Carver County Neighbor Designation 1 Shakopee 41,528 X X Suburban Edge 2 Inver Grove Hts 35,321 X X Suburban Edge 3 Savage 32,245 X X Suburban 4 Chaska 27,692 X X X Suburban Edge 5 Prior Lake 27,005 X X Emerging Edge 6 Shoreview 26,695 X Suburban 7 Chanhassen 26,278 Emerging Edge 8 Rosemount 25,202 X Emerging Edge 9 Champlin 24,231 X Suburban 10 Farmington 23,123 X Emerging Edge 11 Waconia 13,277 X X Emerging Edge 12 Victoria 10,585 X X Emerging Edge 13 Eden Prairie 64,567 X Suburban 14 Minnetonka 54,141 X Suburban 15 Shorewood 7,933 X Suburban Metro Cities outside the 20 mile radius #City Population Designation 16 Cottage Grove 37,795 Suburban Edge 17 Oakdale 27,930 Suburban 18 Ramsey 27,263 Emerging Edge 19 White Bear Lake 25,752 Suburban 20 Hastings 22,962 Emerging Edge 21 Lino Lakes 21,995 Emerging Edge 22 Stillwater 19,767 Suburban 72 Chanhassen Pay Plan Year 2021 Annual Step 3.00% Number of Steps 9 Base Salary 49,005 Range Grade Min 1 2 3 4 5 6 7 8 9 100.0%103.0%106.1%109.3%112.6%115.9%119.4%123.0%126.7% 11 100%22.00 22.00$ 22.66$ 23.34$ 24.04$ 24.76$ 25.50$ 26.27$ 27.06$ 27.87$ 45,760$ 47,133$ 48,547$ 50,003$ 51,503$ 53,048$ 54,640$ 56,279$ 57,967$ 12 105%23.56 23.10$ 23.79$ 24.50$ 25.24$ 26.00$ 26.78$ 27.58$ 28.41$ 29.26$ 48,048$ 49,483$ 50,960$ 52,499$ 54,080$ 55,702$ 57,366$ 59,093$ 60,861$ 13 105%24.74 24.26$ 24.99$ 25.74$ 26.51$ 27.31$ 28.13$ 28.97$ 29.84$ 30.74$ 50,461$ 51,979$ 53,539$ 55,141$ 56,805$ 58,510$ 60,258$ 62,067$ 63,939$ 14 105%25.97 25.47$ 26.23$ 27.02$ 27.83$ 28.66$ 29.52$ 30.41$ 31.32$ 32.26$ 52,978$ 54,558$ 56,202$ 57,886$ 59,613$ 61,402$ 63,253$ 65,146$ 67,101$ 15 105%27.27 26.74$ 27.54$ 28.37$ 29.22$ 30.10$ 31.00$ 31.93$ 32.89$ 33.88$ 55,619$ 57,283$ 59,010$ 60,778$ 62,608$ 64,480$ 66,414$ 68,411$ 70,470$ 16 105%28.64 28.08$ 28.92$ 29.79$ 30.68$ 31.60$ 32.55$ 33.53$ 34.54$ 35.58$ 58,406$ 60,154$ 61,963$ 63,814$ 65,728$ 67,704$ 69,742$ 71,843$ 74,006$ 17 105%30.07 29.48$ 30.36$ 31.27$ 32.21$ 33.18$ 34.18$ 35.21$ 36.27$ 37.36$ 61,318$ 63,149$ 65,042$ 66,997$ 69,014$ 71,094$ 73,237$ 75,442$ 77,709$ 18 107%32.17 31.54$ 32.49$ 33.46$ 34.46$ 35.49$ 36.55$ 37.65$ 38.78$ 39.94$ 65,603$ 67,579$ 69,597$ 71,677$ 73,819$ 76,024$ 78,312$ 80,662$ 83,075$ 19 107%34.43 33.75$ 34.76$ 35.80$ 36.87$ 37.98$ 39.12$ 40.29$ 41.50$ 42.75$ 70,200$ 72,301$ 74,464$ 76,690$ 78,998$ 81,370$ 83,803$ 86,320$ 88,920$ 20 107%36.84 36.11$ 37.19$ 38.31$ 39.46$ 40.64$ 41.86$ 43.12$ 44.41$ 45.74$ 75,109$ 77,355$ 79,685$ 82,077$ 84,531$ 87,069$ 89,690$ 92,373$ 95,139$ 21 107%39.41 38.64$ 39.80$ 40.99$ 42.22$ 43.49$ 44.79$ 46.13$ 47.51$ 48.94$ 80,371$ 82,784$ 85,259$ 87,818$ 90,459$ 93,163$ 95,950$ 98,821$ 101,795$ 22 107%42.17 41.34$ 42.58$ 43.86$ 45.18$ 46.54$ 47.94$ 49.38$ 50.86$ 52.39$ 85,987$ 88,566$ 91,229$ 93,974$ 96,803$ 99,715$ 102,710$ 105,789$ 108,971$ 23 107%45.13 44.23$ 45.56$ 46.93$ 48.34$ 49.79$ 51.28$ 52.82$ 54.40$ 56.03$ 91,998$ 94,765$ 97,614$ 100,547$ 103,563$ 106,662$ 109,866$ 113,152$ 116,542$ 24 108%48.74 47.77$ 49.20$ 50.68$ 52.20$ 53.77$ 55.38$ 57.04$ 58.75$ 60.51$ 99,362$ 102,336$ 105,414$ 108,576$ 111,842$ 115,190$ 118,643$ 122,200$ 125,861$ 25 108%52.63 51.59$ 53.14$ 54.73$ 56.37$ 58.06$ 59.80$ 61.59$ 63.44$ 65.34$ 107,307$ 110,531$ 113,838$ 117,250$ 120,765$ 124,384$ 128,107$ 131,955$ 135,907$ 26 110%57.90 56.75$ 58.45$ 60.20$ 62.01$ 63.87$ 65.79$ 67.76$ 69.79$ 71.88$ 118,040$ 121,576$ 125,216$ 128,981$ 132,850$ 136,843$ 140,941$ 145,163$ 149,510$ 27 110%63.69 62.43$ 64.30$ 66.23$ 68.22$ 70.27$ 72.38$ 74.55$ 76.79$ 79.09$ 129,854$ 133,744$ 137,758$ 141,898$ 146,162$ 150,550$ 155,064$ 159,723$ 164,507$ 28 110%70.06 68.67$ 70.73$ 72.85$ 75.04$ 77.29$ 79.61$ 82.00$ 84.46$ 86.99$ 142,834$ 147,118$ 151,528$ 156,083$ 160,763$ 165,589$ 170,560$ 175,677$ 180,939$ 29 110%77.06 75.54$ 77.81$ 80.14$ 82.54$ 85.02$ 87.57$ 90.20$ 92.91$ 95.70$ 157,123$ 161,845$ 166,691$ 171,683$ 176,842$ 182,146$ 187,616$ 193,253$ 199,056$ * Note: MN Salary Cap is currently $180,927 @BCL@B80CC1DD.xlsx KS Pay Plan Rates 3% e (2 9/23/2021 73 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 11, 2021 RESOLUTION NO:2021-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING THE CHANHASSEN COMPENSATION POLICY MANUAL AND 2021 AND 2022 PAY PLAN WHEREAS,the City of Chanhassen desires to be an Employer of Choice and attract and retain top candidates to provide excellent service to Chanhassen residents, businesses, and visitors; and WHEREAS, in 2020, the city identified the need to conduct a comprehensive compensation and classification study. The need stemmed from the time elapsed since the last update to the Compensation Plan (2016) as well as significant feedback/concern received from employees through the employee survey and collective bargaining; and WHEREAS,in 2021, the City identified "Operational Excellence" as a Strategic Priority in the 2021-2024 Strategic Plan. Completing and implementing the Compensation and Classification Study was identified as a strategic initiative; and WHEREAS,On March 22, 2021, the city awarded a contract to McGrath Consulting to complete the Compensation and Classification Study; and WHEREAS,On September 27, 2021, the City Council received information on the Compensation Study results and implementation plan at a Council workshop. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, as follows: The Chanhassen City Council approves the Chanhassen Compensation Policy Manual and 2021 and 2022 Pay Plan. Passed and adopted by the Chanhassen City Council this 11 th day of October, 2021. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 74 2022 Budget Data from Comparable Cities # City 2021 levy increase 2022 Proposed Levy increase 2021 COLA 2022 COLA Step System # of Steps Steps Other Comparable Cities within radius of 20 miles 1 Shakopee 3.1% 8.0% 2.50% 2.50% 7 4.0% 2 Inver Grove Hts 5.6% 9.7% 2.75% 3 Savage 5.9% 2.1% 2.00% 2.50% 6‐8 3.0% 4 Chaska 8.5% 11.0% 1.50% 3.50% 5 Prior Lake 5.3% 6.5%2.00% 3.00% 8 3.0% 6 Shoreview 5.0% 4.6% 3.00% 3.00% 5 5.0% 10% merit window beyond step 5 7 Chanhassen 2.7% 4.9% 2.00% 2.50% 9 3.0% 8 Rosemount 3.5% 4.6% 3.00% 2.50% 6 4.5%Steps are 4‐5%, Longevity up to 4% at 16 years 9 Champlin 5.0% 3.00% 10 Farmington 9.0% 2.25% 11 Waconia 4.8% 2.00% 12 Victoria 6.7% 5.3% 2.00% 2.00%Merit 1‐3% 13 Eden Prairie 5.1% 3.00% 3.00% 1‐6 3.0% 14 Minnetonka 3.5% 5.6% 2.00% 2.00% 5 3.5% Departmental Merit Program for whole dept meeting dept goals 2.5% & Annual market evaluation adjustment ‐ Avg 1.2% 15 Shorewood 2.0% 3.0% 3.00% 3.00% 7 3.0%3.0% Cities outside 20 mile radius 16 Cottage Grove 4.0% 4.3% 5.50% 3.00% 7 3.4%5‐6% Comp study increase at 2021 17 Oakdale 7.0% 18 Ramsey 4.0% 17.8% 2.75% 3.00% 6 4.0% 19 White Bear Lake 20 Hastings 5.1% 2.50% 21 Lino Lakes 6.2% 6.5% 2.25% 2.25% 6‐9 2.75% Steps for lower levels at 2.75% & 2.5% for upper levels 22 Stillwater Average 4.7% 6.5% 2.6% 2.7% 3.5% Sources: Information was obtained via phone and e‐mail inquires with other cities or from city websites where available. Not all cities responded by the date of this report. 10/11/202175 Chanhassen, Minnesota Compensation Policy September 2021 Page 1 of 5 Purpose Policy The purpose of the compensation policy is to accomplish the following: •To comply with and remain continually in compliance with the Minnesota Local Government Pay Equity Act adopted by the State of Minnesota in 1984. The pay equity legislation is intended to provide comparable compensation for comparable classifications and is commonly known as comparable worth. •To develop and maintain a base pay structure that will enable Chanhassen to attract and retain well-qualified personnel. •To establish levels of base pay that will encourage improved performance and motivate employees to develop their best capabilities and competencies. •To maintain a base pay plan with sufficient flexibility to accommodate changing economic and competitive conditions. •To maintain base pay structure relationships among positions that is consistent in recognizing important relative differences in position responsibilities and requirements. •To establish and maintain an overall base pay structure that will compare favorably with the base pay structures established in our peer group of cities for positions of similar responsibility. •To follow the principles of equal employment opportunity, basing differentials in pay solely on qualifications, job responsibilities and individual performance without regard to non job-related attributes such as race, color religion, sex, age, national origin, marital status or any disability that does not preclude the effective performance of position responsibilities. The City Council adopted a job classification and pay plan for employees effective October 11, 2021. The plan is uniformly applicable to all departments except for variances approved on the basis of employment and union contracts. The City Council will review the pay plan at least once each year and may modify any or all of the salary ranges in the pay plan at any time. Any amendments to the job classification system and/or pay plan will be based on changes in the responsibilities or duties of the classes, the City's financial status, general economic conditions, federal or state law,or other pertinent factors warranting such action. New job classifications and reclassifications can be added during the year as necessary to reflect job relationships and to facilitate recruitment and retention. Administration of pay plan Job Evaluation The Assistant City Manager will manage the City's base pay plan consistent with direction from the City Manager and within established applicable policies of the City Council. Under the Pay Equity Act, job evaluation is a method of determining the comparable work value of classifications that result in a determination of the internal relationship of classifications. This process involves the analysis of a classification to determine its total job evaluation point profile based on the application of five job evaluation factors: 76 Chanhassen, Minnesota Compensation Policy September 2021 Page 2 of 5 •Formal Preparation and Experience •Decision Making •Thinking and Problem Solving •Interactions and Communications •Work Environment A current,complete and accurate job description should be prepared and maintained for every City classification. Preparation and maintenance of job descriptions is a direct responsibility of each respective department manager,with involvement of the individual(s)holding the position and collaboration with the Assistant City Manager. When a new position is created, or when substantial changes in a position's core responsibilities have occurred,the department manager has the responsibility for preparing a new or revised position description,again in collaboration with the Assistant City Manager. New job descriptions will be reviewed and placed in the appropriate grade of the City's classification hierarchy. Before any action is taken on revised job descriptions,the manager accountable for that position needs to provide the following information: •Which responsibilities have changed since the prior review of the job? •Are these responsibility changes short-term or permanent? •How do these responsibility changes affect other job responsibilities in the department? Which positions, if any, have lost responsibilities as a result of gains to this position? •Has the incumbent already assumed the duties? If not, how much training will be required to prepare the incumbent for performing the new responsibilities? •What advantages/efficiencies are expected as a result of changes in the job? •Are the additional responsibilities being assigned for developmental purposes for the incumbent or because of operational necessity? If the latter, explain in detail. Grades Pay Steps The City's base pay structure contains 19 base pay grades for regular employees. A grade schedule for seasonal and temporary employees is also maintained. The determination of how many pay grades would be in the overall structure was determined as a result of the job evaluation process applied to each of the City's positions. There is 5-10% between pay ranges. Every pay grade in the overall base pay structure contains nine steps, Step 5 in the structure is identified as the 50th percentile in the Market.The percentage between steps is 3%.The salary maximum to minimum is 27%, which is less slightly smaller than traditional ranges. The city shall consider adding steps to the schedule in future years to reach 40-60% ranges. 77 Chanhassen, Minnesota Compensation Policy September 2021 Page 3 of 5 Maintenance of plan Hiring Step progression The base pay structure is to be reviewed annually,beginning early in the City's budgeting cycle, and adjusted as justified to assure that competitive base pay levels are being maintained when compared to the overall patterns of the peer comparison group of cities. Employees maybe hired at Step 2, 3 or 4 if warranted by their qualifications, market conditions, or other position related criteria in the judgment of the Department Manager/Director. The City Manager may approve placement on Steps 5 and above on a case by case basis. This will be considered after a recommendation of the Department Director and the Assistant City Manager. Starting wage exceeding step 4 in the pay plan is the exception not the rule. Step progression following the initial hiring is subject to the following: •If included in the terms of hire, individuals may be eligible, assuming satisfactory performance, for a step increase after six months of employment. •Individuals are typically eligible, assuming satisfactory performance, for a step increase annually on the anniversary of hire. •Annual step progression is not automatic. •The recommendation for a step progression must be documented via the annual performance review. •Satisfactory performance, contributions and work related achievements are criteria used to determine step progression. Step progression following exceptional performance is subject to the following: •A Department Director may occasionally recommend that individuals who demonstrate exceptional performance contributions and work-related achievements be moved two-step instead of one-step.The Director must provide written documentation for review by the City Manager and the Human Resource Director.The City Manager may or may not approve the recommendation. In all cases base pay adjustments end at Step 9 unless or until the entire base pay structure is adjusted. Absence from work for an extended period of time may extend the implementation of a step increase. 78 Chanhassen, Minnesota Compensation Policy September 2021 Page 4 of 5 Performance reviews and step increases Promotion The City's performance review program provides a planned and orderly means of evaluating individual performance contributions and achievements. New hires will have their performance-to -date reviewed following six months of employment. Performance reviews for other personnel will be conducted at least annually. The overall responsibility for planning,scheduling,delivering,documenting and communicating performance reviews is assigned to each individual employee's immediate supervisor and department manager.The City Manager assumes responsibility for the review of direct reports and department managers. A satisfactory performance, performance contributions and work related achievements are required to support and allow step progression on the base pay schedule until Step 9 is achieved.Less than satisfactory performance may result in no step progression unless or until satisfactory performance is again demonstrated. A promotion is defined as an assignment to another position with a higher base pay grade than the one previously held at least 10% increase of current Grade and Step. It is the City's intention to fill all authorized and open positions with the best-qualified candidates. If the selection process results in the promotion of a current employee, that employee will be eligible for a base pay adjustment. The base pay adjustment resulting from a promotion should be determined after considering all of the following: •The grade and base pay progression steps for the new position. •The time elapsed since the employee's last base pay adjustment. •The combination of the employee's qualifications and experience that resulted in the final selection. •The employee's current base pay relative to the base pay of other incumbents, if any, in the position to which being promoted. Once these considerations are made, the employee's base pay adjustment should be adjusted similarly to an external hire: •Employees may be hired at Step 2, 3 or 4 if warranted by their qualifications, market conditions, or other position related criteria in the judgment of the Department Manager/Director and the Assistant City Manager. •The City Manager may approve Steps 5 and above for a beginning wage at the recommendation of the Department Director and the Assistant City Manager. •The Directors must substantiate in writing the need for a higher starting wage based on the applicant's existing wage rate, his/her exceptional performance contributions,his/her work-related achievements,scarcity of qualified candidates and other circumstances related to the individual candidate. 79 Chanhassen, Minnesota Compensation Policy September 2021 Page 5 of 5 •The City Manager must approve any placement on the pay plan outside the initial placement as documented above. Temporary Assignment to a Higher Position Lateral transfer Demotion From time-to-time employees are asked to take on significant additional responsibilities due to the position vacancy of their supervisor or to fill-in as an acting department manager/director.When this occurs,the employee's pay will be adjusted commensurate with the additional responsibilities.Interim pay for individuals taking on management responsibilities will receive a 10% increase in pay with approval of theCity Manager. The Department Manager in consultation with the City Manager and Assistant City Manager will make this determination. When the vacant position is filled, the acting supervisor/manager/director will return to his or her regularly assigned responsibilities and any pay adjustment will be discontinued. An employee serving as the Acting City Manager will be compensated in accordance with a City Council approved amount. A lateral transfer is defined as an assignment to another position in the same grade and base pay range. Typically no base pay adjustment is given following a lateral transfer. Should a pay increase be warranted, the City Manager must approve it before offering the transfer. A demotion is defined as an assignment to another position with a lower grade and base pay range than the one previously held. Demotions require thoughtful consultation with the Assistant City Manager and City Manager before any communication and/or pay action is taken because demotions are sensitive events. Although the City will attempt to make this internal jobtransition as easy as possible for the individual affected,a decrease in pay will likely occur. 80 City Council Item October 11, 2021 Item Future Work Session Schedule File No.Item No: A.6 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City Council is tentatively scheduled to hold the following work sessions: October 25 1. Facilities Study Presentation and Discussion 2. Discuss Census Results 3. Fire Department Staffing Plan November 8 1. General Fund & Property Tax Supported Funds Discussion November 22 1. Enterprise and CIP Discussion 81 2. Discuss High Performing Policing Workshop and Carver County Sheriff's Office Contract December 13 BACKGROUND Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting agenda is published. Work sessions are typically held at 5:30 pm on the second and fourth Monday of each month in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 82 City Council Item October 11, 2021 Item Approve City Council Minutes dated September 27, 2021 File No.Item No: D.1 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves City Council Minutes dated September 27, 2021." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 09-27-2021 City Council Work Session Minutes 83 09-27-2021 City Council Minutes 84 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES SEPTEMBER 27, 2021 Mayor Ryan called the work session to order at 5:01 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilwoman Rehm, Councilman McDonald, and Councilwoman Schubert. COUNCIL MEMBERS ABSENT: Councilman Campion. STAFF PRESENT: Laurie Hokkanen, City Manager; Charlie Howley, Public Works Director/City Engineer; Kelly Strey, Finance Director; Ari Lyksett, Communications Manager; Don Johnson, Fire Chief; Richard Rice, IT Manager; Kate Aanenson, Community Development Director; Jerry Ruegemer, Park & Recreation Director; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Bryan Blommel, 6870 Utica Lane. Hokkanen introduced the three items on the work session meeting agenda. REVIEW CLASSIFICATION AND COMPENSATION STUDY Hokkanen presented a PowerPoint presentation of the Classification and Compensation study. Along with implementing supervisor training for employee evaluations, the study was a Strategic Initiative resulting from the Strategic Priority of Operational Excellence. Background: Converted to a performance based pay plan in 2007, with the most recent update in 2016. Issues around compensation have been identified through collective bargaining and in the 2020 employee survey. The City hired McGrath Consulting in March 2021. Dr. Victoria McGrath reviewed job descriptions and employee questionnaires, assigned points to each job, conducted market research, worked with department heads and managers to review and refine her findings, and then provided recommendations. Goals: We want to be competitive in our peer cities, make sure that positions that do similar work are paid similarly, attract and retain well-qualified personnel, and maintain compliance with the pay equity act. Hokkanen presented a list of 20 comparable cities that responded to a salary survey to provide market data for the study – Inver Grove Heights did not respond. Hokkanen noted that this list was the most recently adopted list of comparable cities, which is also used for budget purposes. 85 City Council Work Session Minutes – September 27, 2021 2 Findings: • Starting pay is not competitive in many cases. The majority of our minimum hiring salaries need to be adjusted to better align with the average market • 44% of our positions are below the market minimums, and another 20% that are in range but in danger of falling below • Midpoint comparison: Goal is to be in the 40-60% of the comp ratio. 75% of our positions currently have a midpoint that is in line with the average market rate. Our midpoints are actually in pretty good shape. The issue is whether employees are achieving progression to the midpoint. • Incumbent Comp Ratio: Employees should reach the average market rate within 3-5 years of service. 55% of positions are below the average market rate. 43% are at or above the average market rate. This might look good from a statistical analysis, 29% of our employees have 20 years or more of service so you would expect to see a larger number of people who have achieved the higher end of their salary. Summary: • Minimums of the schedule need to be adjusted to better align with the appropriate salary range. • Current system only has 10 grades or salary ranges which creates part of this problem. Amount between the minimum and maximum is probably too large. We don’t have a system for employees to move from the minimum to the midpoint and to the maximum. • Add more pay grades to adequately put positions in their comparable market range with other people that do like work and to help address compression between pay groups. • A number of employees have 13-33 years of experience. They should all be in the 60- 100% comp range but instead are in the 30-60% range. We have put together our wage ranges so that when we look at the market data an employee should be able to reach the maximum of their salary range, but our pay system has been implemented such that people are not progressing to the midpoint. We would like people to get the midpoint within 3-5 years. But if they stay with us beyond 3-5 years, the pay system is set up so that they could expect to reach their maximum, but in practice and in implementation neither of those things are happening. Employee Demographics: • As of March 21, 51% of employees have five or less years of service. Probably closet to 55% now since we have had a couple of more departures since that date. We are not seeing the tenure of service that we did previously. • A little more than half of the employees are 50+ years in age. The retirement wave that we have already been experiencing we still have some of that coming up. • 11.2 average years of service averaging all employees. We aren’t seeing the same kind of retention with the employees that have been hired within the last five years. Mayor Ryan asked how long people typically stay in one position. Hokkanen responded that 6.6 years is the national average for state and local government. The City has had so many long- tenure employees and no matter what the City does, will probably not happen in the future. We 86 City Council Work Session Minutes – September 27, 2021 3 want to find that tenure, which is probably around that 5-6 years average, where the City is not constantly retraining. That you have enough time with an employee after you’ve made that investment in training that you are benefitting from their service. When they leave particularly less than two years, then that’s a high turnover cost to the organization. Mayor Ryan asked are some cities more likely to get more experienced employees at different levels depending on the size of the city? Does that come into play at all? Mayor Ryan stated for instance, if you lost somebody to a Minnetonka or an Eden Prairie, maybe they can offer something more financially rewarding because they are a bigger city. Hokkanen responded that Dr. McGrath did not look at that question specifically. Having worked in a large city that tried to be at the top of the market that was certainly a philosophy. If you could pay more, you could attract top talent and the scope of projects is bigger. I think that is embedded in other organizations. Strey mentioned that they offer different types of positions. Proposed Pay Plan: • Pay philosophy: middle or slightly above middle of the market • COLA increase to salary schedule and to employees annually, in January. This would help us keep the pay plan competitive. • Performance-based step increases in July o Once step 9 is achieved, only eligible for COLA • Implement Grade and Step System o 19 pay grades in a 9-step system o Progression to the next step is tied to performance which requires a positive performance review • Salary schedule adjusted annually by COLA – maintains alignment and competitiveness. Councilmember Schubert asked if people chose to work close to home as a decision-making factor other than pay. Hokkanen stated there wasn’t specifically in this study but we did factor that in when we set our new comparable cities. Councilmember Schubert stated we want pay to be comparable but if most of our people live within 10 miles of Chanhassen, are we focusing more on the cities that are within that 10-mile radius as well versus the cities that are on the other side of the town that are in that list of comparable cities? Hokkanen stated there is no weighting based on those type of factors. Our employees do not traditionally live within 10 minutes or 10 miles of Chanhassen. We are drawing from quite a range and we do have employees that make significant commutes. Strey added that it is somewhat weighted in that we have more cities that are close to us in that list than the farther away ones. Hokkanen stated that when we set our new comparable cities we did not include cities in the outer ring that we used to use as comparable cities. Hokkanen presented a chart detailing the plan. 87 City Council Work Session Minutes – September 27, 2021 4 Highlights: • 5 employees need adjustment of 10%+ (across all ranges) • 2 employees would be out of range/wage freeze – most likely would receive a lump sum equivalent to the COLA amount until such time that they were back in the range • Average increase across all employees is 2% • Planned COLA for 2022 is 2.5% Implementation Timeline: • Adopt Pay System and Policy Manual o As soon as October 11 • Employees receive adjustments in 2021 o Come onto appropriate place in play pan • Employees receive COLA in January 2022 • Eligible employees receive step increase in July 2022 • New employees receive step increases on anniversary date Mayor Ryan asked if employees that will receive adjustments in 2021, has that been budgeted for? Hokkanen replied that Strey would talk about that in her presentation but we are suggesting we would use fund balance from 2020 to make those adjustments. Mayor Ryan asked for questions. Councilmember McDonald asked how comparable cities are selected. What is the criteria? Hokkanen replied that we updated those earlier this year and we had a variety of factors. Strey explained the process used to select comparable cities. McDonald asked what the goal is. Hokkanen replied that when we take the average from all of these cities, our goal is to be right in the middle. Mayor Ryan asked for clarification of the costs in 2021 and 2022. Strey stated that what would be spent in 2021 is less than $50,000. The budget increase in 2022 of $150,000 is a one-time cost. Councilmember Schubert asked if outside benefits offered beyond pay are equal across all the cities as well in terms of health insurance premiums. Hokkanen replied that in the past we have been slightly above the middle of market for what we offer, factoring in life insurance, dental, health, HSA contribution, etc. Periodic analysis of where we fall on those is conducted. Mayor Ryan asked if the area that we are struggling the most with is retention or retraction. Hokkanen replied that both are issues. We are losing employees. Pay is not everything. Staff and Council have put a lot of effort into other aspects of benefitting employees – employee culture, doing more fun things, make sure that people feel valued, offering more training and development opportunities, offering competitive benefits. We are experiencing a higher number of people who like to work here but will go elsewhere because of an increase in pay. As far as attracting candidates – pools are much less than in the past. Mayor Ryan mentioned some of the 88 City Council Work Session Minutes – September 27, 2021 5 intangibles are also the costs that go into training in not dollars but in hours spent during the hiring process. Councilmember Rehm asked if the Rec Center Supervisor job has been filled and is part of the reason that we don’t have a salary that matches the demand for that job. Hokkanen clarified that the salary schedule is for full-time employees but once this is in place, what do the corresponding part-time salaries look like. Salary is a factor in that and the scarcity of the people looking for part-time work. Councilmember Rehm asked if that would be another study that would be brought to the Council to look at. Hokkanen stated it would not necessarily be a study but an accompanying range for part-time employees. Strey stated it would probably more of an internal survey of our comparable cities. Mayor Ryan asked what staff was looking for from Council. Hokkanen stated staff wants to know what additional questions Council has before they consider adopting plan. The tentative plan would be to have this on the October 11 City Council meeting for adoption. 2022 BUDGET DISCUSSION Finance Director Strey presented a PowerPoint presentation on the Preliminary Tax Levy Adoption. Upcoming Budget Meetings: • September 27 City Council meeting – Adopt Max Tax • November 8 Work Session o Budget Review – all funds o Fees & Charges Review o Utility Rate Review o CIP Review • November 22 Work Session (Tentative if needed) o Reserve for follow up discussion • December 13 City Council meeting o TNT Meeting (separate meeting not required) o Adopt Budget Strey provided a detailed review of property tax levy impacts for 2022 and 2023 projection. She then reviewed the line items for the property tax levy impacts. One of the items outlined in the General Fund proposes $60,000 to address the increased fire response trend. Fire Chief Johnson discussed the increased fire response trend and the need for increased daytime level of service. Hokkanen stated that the $60,000 was a placeholder so if this trend continues over the next few months there will be funds available to address it. This would give the Council the flexibility to respond without waiting for the 2023 budget. Mayor Ryan asked about using American Rescue Plan Act (ARPA) funds for this purpose. Hokkanen stated that these funds can be used to increase staffing beyond where you were pre-COVID if an increase in violent crime can be demonstrated, but upon review it was not evident that we could use ARPA funds for this purpose. Staff said they would look into further and report back. 89 City Council Work Session Minutes – September 27, 2021 6 Strey presented a slide showing what the impact would be on a $400,000 home. The annual increase would be $25-$29 per year (2.9% - 3.3%). Chanhassen’s 2022 tax is 30%-120% less than comparable cities’ 2021 tax. Strey reviewed 2021 staffing changes and 2022 proposed staffing. Strey also reviewed the General Fund balance available highlighting the current available fund balance, 2021 budget amendments to use fund balance, and 2022 proposed budget calls for one-time use of fund balance. Strey presented successes in the General Fund, Capital Funds, and Outlook for maintaining AAA bond rating is positive. Strey reviewed some challenges and opportunities, specifically in capital plans, planned debt in the Enterprise funds has been increasing, and inflationary pressures are increasing. Strey concluded the presentation and reviewed the proposed motions are to either set the tax levy with a 4.5% increase or to set the tax levy with a 4.9% increase. Mayor Ryan asked the Council for questions. Councilmember McDonald questioned what he was giving up by going from 4.9% down to 4.5%. Hokkanen responded that we would be giving up future flexibility. $50,000 in contingency would be available between now and December. Mayor Ryan questioned the $60,000 (increase fire response trend) placeholder without a specific plan. She wants to see a plan before the December meeting. She also wanted to have more conversation about COLA and the step program ($335K). Her overall concern is with the increases from 2022 to 2023. A possible park referendum still has not been addressed. She has concerns about the facilities study and increases from 2022 to 2023. Councilmember McDonald shared Mayor Ryan’s concerns about the placeholders. He would like to see details before December. He is not in favor of passing budget with a $60K placeholder even for fire services. The budget is good but we still need more details before we start passing numbers. Strey stated the budget book will be posted on website tomorrow. McDonald replied that once you post the budget we are going to start getting questions. We need to be able to answer these questions. Councilmember Schubert wants good and clear communication on COLA and step increases. Why are we increasing employee pay when other businesses are unable to pay their employees market value. Councilmember Rehm said the presentation was clear. Her preference would be to go with the 4.9% as she would rather have the leeway. 90 City Council Work Session Minutes – September 27, 2021 7 Mayor Ryan thanked Kelly for the presentation. The work session was recessed at 6:50 pm. The work session resumed at 8:23 pm. DATA PRACTICES ACT DISCUSSION Hokkanen provided background that the City Council has been receiving a lot of data requests from resident in particular; however, this is a growing trend. She introduced City Attorney Andrea McDowell-Poehler to talk about what Council’s responsibilities are and to answer questions. McDowell Poehler stated that ultimately the City Council has little or no responsibility when it comes to data practices, except to the extent that there can be liability if you share data that is public or private confidential data or if you have data that you need to provide to the City so that they can respond to a data request. Possibly a personal computer or cell phone if you are doing city business on them. Councilmember McDonald asked about city emails being forwarded to his private email. McDowell Poehler responded that it is okay as long as it is coming through your city email. Hokkanen added that a best practice would be to communicate through city email as opposed to personal email. Councilmember Rehm asked about receiving messages via Facebook. McDowell Poehler responded that we are not there yet. There is no specific law. Ultimately, data is data regardless of how it comes in. Hokkanen brought up the records retention requirements. We always have to provide data if we have it. Mayor Ryan stated that we (specifically the Mayor and City Manager) have been accused that we’ve been conducting criminal activity as it relates to some of the data requests and conversations. McDowell Poehler responded that the City has not done anything criminal in responding to data requests as they come in. There is time involved in reviewing data for redaction, typically it’s 10 days. Mayor Ryan asked what happens if it takes longer than 10 days. McDowell Poehler replied that it is not going to be criminal. Nobody is going to bring action on that while the City is doing its due diligence. Mayor Ryan asked what has been done in terms of this specific data request. Hokkanen responded that we handle all data practices requests the same. When they come in we first work to understand what the requestor is looking for so we can provide the correct data. In most cases we are not able to charge for providing the data. In this specific request, the requestor asked for pretty much anything to do with four members of their family, especially correspondence. Out IT professionals go through and do some keyword searches, email addresses and first and last 91 City Council Work Session Minutes – September 27, 2021 8 names. Those are placed in a file and staff needs to review each item to make sure there is no private data that needs to be redacted or not included. In this case it was several thousand emails given the commonality of the name involved. Those are then put on a sharefile site which allows the person to access the data remotely without having to come into City Hall or having to pay for copies. We are continuing to see clarification. We do have a data request form that is published on our website but people are not obligated to use our form. So many data requests come in where they are asking for data they are entitled to but they are also sharing a lot of opinions and extraneous information. Councilmember McDonald asked about private data. The emails we were receiving were also asking for private data. What their interpretation of the Data Practices Act (“Act”) was that they would have access to all data, private or not. What can we say is private data and we wouldn’t share it. McDowell Poehler stated the Act is a large portion of the statute and it goes through all types of data for every sort of government and identifies what is public or what is private. When a request is received, the reviewer has a pretty good working knowledge of what is private or public. When they have questions they will call our office. I always check the statute for updates on what data is private. Hokkanen stated that if we had a police department we would have a lot more private data. We don’t maintain very much data that is classified as private. Social security numbers, email addresses, enrollment and registration records on minors are private but we don’t maintain very much data that is classified as private, largely because we don’t have a police department. As the City Clerk, Kim Meuwissen is now the Responsible Authority and will be the first point of contact for data requests. Assistant City Manager Matt Unmacht will be the Compliance Officer. Historically both positions had been assigned to the Assistant City Manager. Rick (Rice) does a lot of the work that actually goes into finding and putting together the data. We are not required to update policy annually. Staff looks to the City Attorney’s office for expertise and support. Members of the City Council asked questions of the City Attorney to gain better understanding. Hokkanen stated that we believe in the Data Practices Act. We are committed to having fair and open and transparent government. Most of the time when someone is looking for something we don’t need to engage in the Data Practices Act request to respond to them. We try to be as helpful as we can with the least formality as possible and there are times when a formal request should be submitted, but this type of situation usually occurs when there is some other breakdown in communication or ability to work together. FUTURE WORK SESSION SCHEDULE The meeting adjourned at 8:47 pm. Submitted and prepared by Kim Meuwissen 92 City Council Work Session Minutes – September 27, 2021 9 City Clerk 93 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES SEPTEMBER 27, 2021 Mayor Ryan called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilwoman Rehm, Councilwoman Schubert, Councilman McDonald. COUNCIL MEMBERS ABSENT: Councilman Campion. STAFF PRESENT: Laurie Hokkanen, City Manager; Charlie Howley, Public Works Director/City Engineer; Kelly Strey, Finance Director; Ari Lyksett, Communications Manager; Don Johnson, Fire Chief; Richard Rice, IT Manager; Kate Aanenson, Community Development Director; Lt. Lance Pearce, Carver County Sheriff’s Office; Jerry Ruegemer, Park & Recreation Director; Kim Meuwissen, City Clerk; and Andrea McDowell Poehler, City Attorney. PUBLIC PRESENT: Mack Titus, 2747 Century Trail Bryan Blommel, 6870 Utica Lane Alyson Montplaisir, Mental Health Co-Responder, Carver County Sheriff’s Office Brian Villella, 2711 Longacres Drive Mayor Ryan asked the City Council if there were any modifications or additions to the agenda. After the roll call vote there were no changes to the published agenda. PUBLIC ANNOUNCEMENTS 1. Celebrate Money Magazine #1 Best Places to Live Mayor Ryan noted they are all very excited about being named the #1 Best Place to Live, they have some banners to hang downtown, and it is a huge honor for the community, previous and current City Councils, as well as Staff and speaks to the tremendous effort Staff has done over the years. She is very excited and said congratulations to the City. 2. Celebrate Chanhassen Firefighter Doug Foote’s MN Fire Initiative Accomplishment Mayor Ryan read a proclamation declaring today Doug Foote Day, noting the City proudly salutes him as friend and firefighter and noted his commitment to the City of Chanhassen and other firefighters. She stated his courageous 200-mile journey from Marietta, MN to St. Paul, MN raised awareness for health issues such as cardiac, emotional trauma, and cancer in 94 City Council Minutes – September 27, 2021 2 firefighters and raised $20,000 in support of Minnesota Fire’s mission of supporting firefighters and those who care about them. CONSENT AGENDA: Councilman McDonald moved, Councilwoman Schubert seconded that the City Council approve the following consent agenda items pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated September 13, 2021 2. Receive Planning Commission Minutes dated September 7, 2021 3. Receive Senior Commission Minutes dated August 20, 2021 4. Approve Claims Paid 09-27-2021 5. Approve Amendment No. 2 to the Lease Agreement with Verizon Wireless for Water Tower No. 3 6. Resolution 2021-52: Approve contract for the purchase and installation of a tank mixer for Water Tower #2 7. Resolution 2021-53: Approve Cost Share Agreement with the City of Shorewood for West 62nd Street Paving Project 8. Resolution 2021-54: Approve Purchase of Fire Department Command Vehicle 9. Resolution 2021-55: Appoint Data Practices Compliance Officer All voted in favor and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS. 1. Mack Titus Citizen Action Request Mack Titus noted two weeks ago he brought up some issues regarding the engineering department and was asked to fill out a Citizen Action Request form. He is asking the City Council to adopt and enforce an engineering department mission statement that protects the health, safety, and general welfare of Chanhassen residents. Mr. Titus shared that there is a 3- page attachment that goes into great detail, referencing letters from prior and current Staff. 2. Bryan Blommel, Carver County Republicans Mr. Blommel sent a note of congratulations on behalf of the Carver County Republican Party, noting Senator Dave Osmek, Senator Julia Coleman, and Representative Greg Boe would like to congratulate the City of Chanhassen for being named the Best Place to live in America in 2021. 95 City Council Minutes – September 27, 2021 3 The recognition speaks loudly of the strengths and values of the community, clean air, water, streets, strong family values, and solid work ethic that has made the City a coveted place to live for a very long time. Mr. Blommel noted the letter was sent to each of the City Councilmembers via email, and he thanked the City Council for their leadership. FIRE DEPARTMENT/LAW ENFORCEMENT UPDATES 1. Fire Department Update Chief Johnson shared that a fire captain of 8 years resigned and they currently have 38 firefighters, with one firefighter on leave and one on extended military leave. They responded to 105 calls for service in August, and he put a breakdown of the calls in the update for the City Council. Of those calls, 60 were rescue/EMS calls with four car accidents, one citizen burning complaint. They had a banquet and bestowed Firefighter of the Year on Harold Jerome Coyne III. Chief Johnson noted fire department participated in CPR and EED training at Paisley Park. The Fire Relief Board met and approved the funding of the Unmanned Aerial Vehicle (UAV- drone) purchase they discussed at the last City Council meeting. 2. Law Enforcement Update Lieutenant Lance Pearce shared August activity with 806 patrol activity calls, 48 were Type A, 12 Type B, 276 traffic-related calls, and 469 non-criminal events. There was an increase in domestics overall with a total of 12 calls and one arrest. There were 100 medical calls, 16 mental health calls, and 20 theft or fraud-related calls. Now that school is in session, deputies are focusing on child and pedestrian safety. Deputies are working on hands-on use-of-force training and body camera training begins the first week of October. Lieutenant Pearce thanked Lt. Eric Kittleson for his service as he is moving on to Bloomington. Mayor Ryan asked to clarify that all Carver County officers will have body cameras after December 1. Lieutenant Pearce stated that is the goal for all Sheriff’s office deputies. Mayor Ryan asked to give their best to Mr. Kittleson, he is a great guy, and they wish him all the best. Allison Montplaisir, the Carver County Crisis Co-responder Therapist, gave a presentation. She shared the position is in collaboration with the Mental Health Crisis Program through Carver County. Ms. Montplaisir noted it is a 40 hour/week position and when she is unable to respond to calls, law enforcement can call the Carver County Mental Health Crisis Program and they are able to respond. She typically works Monday – Thursday or Tuesday – Friday from 12:30 p.m. to 11:00 p.m. The position serves all of Carver County and is funded through the Sheriff’s office. Ms. Montplaisir responds to 911 calls related to mental health, can provide assessment of the situation and whether someone needs to go to an emergency room for evaluation. If the client is unable to remain safe in the community an inpatient psychiatric hospital admission may be recommended and discussed. She noted she prefers to keep people in the least-restrictive care as possible. Ms. Montplaisir noted from January through July 2021 she had had 214 total contacts 96 City Council Minutes – September 27, 2021 4 with 93 individuals throughout the County; 67 of the 93 individuals did not have prior contact with the Carver County Crisis Team. She clarified this is a good thing as people may not need to call 911 for things that the crisis program is able to manage. Ms. Montplaisir shared this position reduces transport to the emergency room, clearing law enforcement from the scene as soon as safely possible so they can get to other calls, reducing emergency room transports, and bridging the gap between law enforcement and mental health providers. She shared the mental health crisis program phone number: 962-442-7601, noting they provide mobile crisis response services to Carver County 24/7. Mayor Ryan is so proud to have Ms. Montplaisir available, she appreciates all that is being done, and thanked her for all she is doing. Councilwoman Rehm asked if someone calls the Crisis Program hotline after hours, what does that look like. Ms. Montplaisir replied there is someone available 24 hours per day and a mobile provider that can go out to the scene with law enforcement, to the hospital, to someone’s home, or wherever they are at. It will look very similar to a daytime phone call. Councilwoman Schubert asked if they work with the Carver County Veteran’s office as they can be a higher-risk demographic. Ms. Montplaisir replied she does not and asked her supervisor in the audience. The supervisor stated they work with them if they need attention and can help them get resources. GENERAL BUSINESS 1. Approve a Request for a Conditional Use Permit (CUP) for a Drive-Thru Pick-Up Window at 530 West 79th Street, Unit 100 (Crisp & Green) Community Development Director Aanenson gave a presentation on the item. She shared regarding traffic stacking that it is a pick-up window only, rather than an order window. The Planning Commission discussed the CUP and had some concerns regarding traffic that the Applicant addressed in detail; Planning Commission recommended 7-0 to approve the CUP. Staff recommends that City Council approve the Conditional Use Permit to allow a drive- through pickup window subject to the conditions of the Planning Commission staff report and adoption of the Planning Commission Findings of Fact and Recommendation. Councilwoman Schubert stated Tide Dry Cleaning at the other end has a drive-up lane, as well. She asked if there is concern and will it be one-way around the building? Ms. Aanenson replied in the affirmative and stated it will be one way and they should not conflict. 97 City Council Minutes – September 27, 2021 5 Mayor Ryan asked regarding signage, will they be clearly indicating where people should go, and have signs indicating that it is a pick-up only widow. Ms. Aanenson replied that was a recommendation made and they will be queuing. Another question was if someone gets to the window and the food is not ready; all those queuing of signals and posting of signs will be in place to navigate. Dean Villella, Applicant and owner of the Crisp and Green in Chanhassen, shared they had a grand opening on September 9 and have served roughly 700 customers each day since then, and the community has welcomed them. Because of the demand, the parking on the south side of the building is getting a lot of pressure, especially during lunchtime so he is often out in the parking lot helping to direct traffic. The curbside pick-up window is for online orders and gives the first available time to pick-up; the app is smart so it will not overwhelm the staff. There is no ordering or paying at the window and it should be quite quick to get through. He walked through signage and striping plans. Councilwoman Schubert moved, Councilman McDonald seconded that the Planning Commission recommends the City Council approve the Conditional Use Permit (CUP) to allow a drive-through facility for a pick-up window subject to the conditions of approval in the staff report, and Adopt the Planning Commission's Findings of Fact and Recommendation. All voted in favor and the motion carried unanimously with a vote of 4 to 0. 2. Resolution 2021-56: Adopt the Preliminary Tax Levy and Establish the Truth-In- Taxation Public Hearing Date Finance Director Kelly Strey stated tonight the City Council is required to adopt a preliminary tax levy for publishing on the Truth in Taxation notices that property owners will receive in November. She gave a presentation and stated the amount adopted tonight cannot be increased after this point but can be reduced. In November there will be a City Council Work Session to review all funds, fees, charges, utility rates, and Capital Improvement Plan (CIP). On November 22, a work session is tentatively scheduled for a follow-up budget discussion. The December 13 City Council meeting will be the Truth-in-Taxation meeting and residents will have an opportunity to come and speak to the City Council, offering any opinions or suggestions on the budget. Ms. Strey said in putting together a budget they keep in mind the City Council’s priorities and outcomes which are financial sustainability, asset management, and operational excellence. There is the option to keep the projected levy at 4.9% increase or to reduce it to a 4.5% increase and applying $50,000 in the American Rescue Plan Act (ARPA) money. She walked the City Councilmembers through the 2021 levy and the 2022 proposed numbers, as well as broad projections for the 2023 budget. Ms. Strey shared the impact on a $400,000 home within the City, noting a 4.5% increase would be approximately a $25 increase per year while a 4.9% increase would be approximately a $29 increase. In comparison to other Cities, Chanhassen is significantly less than neighbors and comparable cities. 98 City Council Minutes – September 27, 2021 6 Councilman McDonald moved, Councilwoman Rehm seconded for a tax levy at 4.9%, and that the Chanhassen City Council adopts the attached resolution establishing a preliminary levy of $12,663,076 and sets a date for the Truth-in-Taxation hearing of December 13, 2021 at 7:00 p.m. Councilman McDonald clarified he feels there are some areas of the budget that have not been totally solidified and it is only fair to give Staff an opportunity until December 13 to come in with some detailed planning in those areas. He feels he owes Staff the opportunity to show that this would be money well spent, as everything directly affects the residents. All voted in favor and the motion carried unanimously with a vote of 4 to 0. COUNCIL PRESENTATIONS. Councilwoman Rehm shared the Crucial Conversations Group and Sheriff Jason Kamerud are inviting residents of Carver County to a community discussion on policing on October 20, 2021 from 6:30 p.m. to 8:00 p.m. at the Chanhassen Library in the Wilder Room. They are asking for an RSVP and there is a Facebook post from the Sheriff regarding the discussion. ADMINISTRATIVE PRESENTATIONS. Ms. Hokkanen shared that Staff has been working on a new space for a community garden. She showed a photo of the site in progress. Councilwoman Schubert moved, Councilman McDonald seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The City Council meeting was adjourned at 8:16 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 99 City Council Item October 11, 2021 Item Receive Planning Commission Minutes dated September 21, 2021 File No.Item No: D.2 Agenda Section CONSENT AGENDA Prepared By Jean Steckling, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Planning Commission minutes dated September 21, 2021." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 100 Planning Commission Meeting Minutes dated September 21, 2021 101 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES SEPTEMBER 21, 2021 CALL TO ORDER: Chairman Weick called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Steven Weick, Laura Skistad, Mark von Oven, Erik Johnson, Doug Reeder, and Kelsey Alto MEMBERS ABSENT: Erik Noyes STAFF PRESENT: Kate Aanenson, Community Development Director; MacKenzie Young- Walters, Associate Planner PUBLIC PRESENT: Barry Stock 15018 Bridgewater Drive, Savage Chairman Weick reviewed guidelines for conducting the Planning Commission meeting. PUBLIC HEARING: REQUEST AN AMENDMENT TO CONDITIONAL USE PERMIT (CUP) 88-17 TO EXPAND AN EXISTING OUTDOOR STORAGE AREA AT 7851 PARK DRIVE (LAKESHORE EQUIPMENT) Associate Planner Young-Walters presented the staff report on this item, noting this will go before the City Council for final determination as it is a CUP. The 4.17 acre parcel is currently being used as office industrial and warehouse and has a current CUP for outdoor storage. In 1988, the City approved a CUP with the condition that outdoor items be totally screened by an 8- foot wooden fence and no stored items should project over the fence. In 1991, the City Council denied a request to amend the CUP to permit a 15-foot high fence. In September 2019, the City issued a permit for the replacement of the existing gate with a sliding gate and replaced the wooden fence with a chain link fence with privacy slats. Currently, the applicant is proposing to expand the outdoor storage area south of the existing parking lot with a 10,467-square foot expansion. Mr. Young-Walters walked the Commissioners through the plans for chain link fence, gate, landscape screening, and compliance with City Code. Staff recommended approval of the proposed amendment to the CUP. Commissioner von Oven clarified the new chain link/slats fence will comply as it counts as opaque. Mr. Young-Walters replied in the affirmative, noting staff felt it provides the same level of screening as a wooden fence and that a wooden fence was a bit onerous given the cost. 102 Planning Commission Minutes – September 21, 2021 2 Barry Stock, Applicant, is serving as the project manager. He noted they are trying to maximize the development potential for the site today and in the future, as in the future they hope to do a 5,000-square foot building addition. Commissioner von Oven moved, Commissioner Alto seconded that the Chanhassen Planning Commission recommends that the City Council approve the request to amend Conditional Use Permit 88-17, subject to the conditions listed in the staff report, and adopt the Findings of Fact and Recommendation. All voted in favor and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF MINUTES: APPROVAL OF PLANNING COMMISSION MINUTES DATED SEPTEMBER 7, 2021 Commissioner Skistad noted the minutes of the Planning Commission meeting dated September 7, 2021, as presented. ADMINISTRATIVE PRESENTATIONS: Community Development Director Aanenson gave an update on Avienda. The first phase is the townhouses of which 39 will be built. She noted access will be off of Mills Boulevard and Lyman Boulevard. She walked through the history of the project, noting they realized the need for a lifestyle center and moved the housing to 30%. They want the low-density on the western perimeter to act as the transition buffer; there will be a neighborhood meeting on October 5, 2021. Ms. Aanenson said there will be 150 units for senior housing, and in the middle is an apartment building. The total mix of housing will be closer to 500 units. There will be an entertainment and retail component that has not yet been defined, as well as drive-through, convenience, and a hotel, along with a trail. Design standards and layout will be subject to the Planned Unit Development (PUD). A webpage will be created with the Site Plan, project, and design standards. CITY COUNCIL ACTION UPDATE: Ms. Aanenson stated the River Valley Industrial Center was scheduled to go to the September 27, 2021 City Council meeting but staff is still waiting to see what Chaska’s requirements for the development will be so it will be removed from that meeting for the time being. ADJOURNMENT: Commissioner Weick moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 6 to 0. The Planning Commission meeting was adjourned at 7:34 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Jean Steckling 103 City Council Item October 11, 2021 Item Receive Park and Recreation Commission Minutes dated August 24, 2021 File No.Item No: D.3 Agenda Section CONSENT AGENDA Prepared By Jean Steckling, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Park and Recreation Commission minutes dated August 24, 2021." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 104 Park & Recreation Commission Minutes dated August 24, 2021 105 CHANHASSEN PARK AND RECREATION COMMISSION REGULAR MEETING MINUTES AUGUST 24, 2021 [There was no audio for the first 8 minutes of the meeting; missing portions are highlighted in yellow below.] Chairman Tsuchiya called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Karl Tsuchiya, Sandy Sweetser, Matt Kutz, Jim Peck, Heather Markert, Don Vasatka, and Scott Fischer MEMBERS ABSENT: Youth Commissioner Chaehyun Lee STAFF PRESENT: Jerry Ruegemer, Park and Recreation Director; Mitchell Czech, Recreation Supervisor; PUBLIC PRESENT: None APPROVAL OF AGENDA. Commissioner Peck moved, Commissioner Sweetser seconded to approve the agenda as presented. All voted in favor and the motion carried unanimously with a vote of 7 to 0. PUBLIC ANNOUNCEMENTS. Park and Recreation Commission gave an updated on the Rotary Club of Chanhassen’s Rotary Car Parade on Monday, September 6, 2021. VISITOR PRESENTATIONS. None. APPROVAL OF MINUTES. APPROVE PARK & RECREATION MINUTES DATED JULY 27, 2021 Commissioner Sweetser moved, Commissioner Fischer seconded to approve the Minutes of the Park and Recreation Commission Meeting dated July 27, 2021 as presented. All voted in favor and the motion carried unanimously with a vote of 7 to 0. NEW BUSINESS. 2021-22 ICE SKATING RINK RECOMMENDATIONS 106 Park and Recreation Commission Minutes – August 24, 2021 2 Mitchell Czech, Recreation Supervisor, said in looking to the 2021-2022 skating season it is the recommendation to flood 11 ice rinks at six different locations and maintain five warming houses. He noted this is the same number as the past two years. Most locations have a hockey rink and a pleasure rink and hours are weekdays 4 p.m.-9 p.m., Saturdays 10 a.m.-9 p.m., and Sundays 1 p.m.-7 p.m., with the exception of Roundhouse Park which is closed weekdays, and is open Saturdays 12 p.m.-6 p.m. and Sundays 1 p.m.-6 p.m. He noted there are modified hours for non-school days. He walked the Commissioners through the numbers for attendants and said in previous years they had 24 rink attendants and wages totaled $19,719.69 with a total of 1,709 hours worked; however, there were modifications to attendants and wages during COVID. The Commissioners discussed what it would take to look at the addition of a warming house. Commissioner Kutz moved, Commissioner Peck seconded that the Park and Recreation Commission recommend to the City Council that the following skating rink and warming house locations be maintained for the 2021-2022 season: Chanhassen Rec Center (1 - Pleasure Rink, 2 - Hockey Rinks), North Lotus (1 - Pleasure Rink, 1 - Hockey Rink), City Center (1 - Pleasure Rink, 1 - Hockey Rink), Bandimere Park (1 - Pleasure Rink, 1 - Hockey Rink), Roundhouse Park (1 - Pleasure Rink), Pioneer Pass Park (1 - Pleasure Rink). All voted in favor and the motion carried unanimously with a vote of 7 to 0. ARBORETUM/TRUNK HIGHWAY (TH) 5 REGIONAL TRAIL UPDATE Park and Recreation Director Jerry Ruegemer updated the Commissioners and noted the project is coming to an end after many years. He gave a presentation on the history of the project and showed a drone video. Mr. Ruegemer noted that Carver County is the lead on the project with 50% of the project costs, Chanhassen at 25%, Minnesota Landscape Arboretum at 25%, and Life Time Fitness donated the road right-of-way. After funding for the project was obtained, in 2018 the City passed and adopted a resolution supporting the regional Master Plan through Carver County, and approved a memorandum of understanding between the City and Carver County for construction of the regional trail and underpass. In 2019 they executed a Joint Powers Agreement (JPA) for the design, construction, maintenance, and operations which spelled out the details. The $1.2 million of the City’s portion has been paid and Carver County gave the City an interest- free loan on the remaining $681,549; this balance will be spread out over five years. Commissioner Sweetser asked if it will fall to Chanhassen to maintain the trails. Mr. Ruegemer replied portions of it will as Carver County does not maintain trails. He clarified that most of the trail system is within the Landscape Arboretum property and they will maintain that; anything outside of the Arboretum, the City of Chanhassen will maintain. He showed a drone video of the trail, boardwalk, and underpasses on screen, while noting the portions of the trail that are open to the public and the portions that are still closed and under construction. Mr. Ruegemer announced that the Grand Opening is scheduled for Tuesday, October 19 at 11:30 a.m. 107 Park and Recreation Commission Minutes – August 24, 2021 3 OLD BUSINESS. None. REPORTS. None. COMMISSION MEMBER COMMITTEE REPORTS. Mr. Ruegemer noted they will do some touring in September and he will bring the Commissioners to Lake Ann and tour the woods. COMMISSION MEMBER PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS. None. ADJOURNMENT. Commissioner Peck has had a few residents ask him if the Chanhassen Redbirds win a 4th Title in a row, would the City put up a sign on each end of town that says “Home of the Redbirds…” Mr. Ruegemer noted that has been discussed in the past. He will look into that as he does not know if that is MnDOT or the City. Commissioner Peck moved, Commissioner Markert seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Park and Recreation Commission meeting was adjourned at 7:48 p.m. Submitted by Jerry Ruegemer Park and Recreation Director Prepared by Jean Steckling 108 City Council Item October 11, 2021 Item Approve Claims Paid October 11, 2021 File No.Item No: D.4 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Strey SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated October 11, 2021." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION The following claims are submitted for review and approval on October 11, 2021: Check Numbers Amounts 176177 - 176273 $713,475.77 ACH Payments 231,674.54 Total All Claims $945,150.31 109 BUDGET RECOMMENDATION ATTACHMENTS Check Summary Check Summary ACH Check Detail Check Detail ACH 110 Accounts Payable User: Printed: dwashburn 10/1/2021 8:50 AM Checks by Date - Summary by Check Number Check No Check DateVendor NameVendor No Void Checks Check Amount AdvRoo Advanced Roofing Solutions, LLC 09/23/2021 0.00 195.09176177 ALLSTR ALLSTREAM 09/23/2021 0.00 490.84176178 AmeMai American Mailing Machines 09/23/2021 0.00 895.00176179 ARAMAR ARAMARK Refreshment Services, LLC 09/23/2021 0.00 431.19176180 UB*02303 ATTORNEY'S TITLE GROUP 09/23/2021 0.00 5.02176181 BCATRA BCA 09/23/2021 0.00 60.00176182 BetDon Donna Betker 09/23/2021 0.00 64.00176183 UB*02309 MANEESH BHAGAT 09/23/2021 0.00 22.35176184 BRYROC BRYAN ROCK PRODUCTS INC 09/23/2021 0.00 568.62176185 UB*02292 CARVER COUNTY ABSTRACT & TITLE 09/23/2021 0.00 373.02176186 UB*02293 CARVER COUNTY ABSTRACT & TITLE 09/23/2021 0.00 558.39176187 CEMPRO CEMSTONE PRODUCTS CO 09/23/2021 0.00 493.50176188 CenLin CenturyLink 09/23/2021 0.00 60.73176189 CLACCO CLASS C COMPONENTS INC 09/23/2021 0.00 70.96176190 UB*02315 CLOSING HUB 09/23/2021 0.00 16.04176191 CUMNOR CUMMINS NPOWER 09/23/2021 0.00 8,505.00176192 DEBLAMJA AMY & JAMES DEBLOCK 09/23/2021 0.00 750.00176193 DigRit DigRite, LLC 09/23/2021 0.00 3,900.00176194 UB*02290 EDINA REALTY TITLE 09/23/2021 0.00 38.53176195 UB*02295 EDINA REALTY TITLE 09/23/2021 0.00 92.44176196 UB*02296 EXECUTIVE TITLE 09/23/2021 0.00 21.77176197 FACMOT FACTORY MOTOR PARTS COMPANY 09/23/2021 0.00 386.40176198 ferwat Ferguson Waterworks #2518 09/23/2021 0.00 5,229.17176199 UB*02294 FIRST AMERICAN TITLE 09/23/2021 0.00 26.48176200 GallHenr Henry & Bridget Gallagher 09/23/2021 0.00 100.00176201 UB*02291 MARK & MARY GALLARDO 09/23/2021 0.00 31.45176202 UB*02307 KARL & NOREEN HALBACH 09/23/2021 0.00 243.50176203 IncExt Incline Exteriors 09/23/2021 0.00 332.04176204 JRRAD J & R COMPLETE AUTO & RADIATOR REPAIR09/23/2021 0.00 201.94176205 UB*02311 LAKE TITLE LLC 09/23/2021 0.00 81.80176206 LamSon Lametti & Sons Inc 09/23/2021 0.00 507,811.41176207 UB*02302 TIMOTHY & ELISA LANE 09/23/2021 0.00 6.09176208 UB*02299 JUDY MANEY TRUST 09/23/2021 0.00 490.80176209 UB*02304 DANIELLE & JOSHUA MENSING 09/23/2021 0.00 165.71176210 MINROA Minnesota Roadways Co 09/23/2021 0.00 297.85176211 UB*02308 MINNESOTA TITLE 09/23/2021 0.00 31.94176212 UB*02313 MINNESOTA TITLE 09/23/2021 0.00 209.38176213 UB*02316 MINNETONKA TITLE 09/23/2021 0.00 94.24176214 MNHEAL MN DEPT OF HEALTH 09/23/2021 0.00 23.00176215 MTIDIS MTI DISTRIBUTING INC 09/23/2021 0.00 394.19176216 UB*02305 JENNA LEE NICHOLAS 09/23/2021 0.00 128.83176217 NOVSOL NOVEL SOLAR THREE, LLC 09/23/2021 0.00 7,119.01176218 PitBow Pitney Bowes Inc.09/23/2021 0.00 545.04176219 RefExt Refresh Exteriors, LLC 09/23/2021 0.00 153.84176220 RetkThom Thomas Retka 09/23/2021 0.00 240.00176221 UB*02314 KYLE RICHARDS 09/23/2021 0.00 88.92176222 UB*02317 SERVION TITLE INC 09/23/2021 0.00 12.47176223 Page 1AP Checks by Date - Summary by Check Number (10/1/2021 8:50 AM) 111 Check No Check DateVendor NameVendor No Void Checks Check Amount SITLAN SITEONE LANDSCAPE SUPPLY LLC 09/23/2021 0.00 16.05176224 UB*02310 TAYLOR SMITH-BOTHUN 09/23/2021 0.00 9.43176225 SOUSUB Southwest Suburban Publishing 09/23/2021 0.00 742.53176226 UB*02297 STEWART TITLE COMPANY 09/23/2021 0.00 49.90176227 UB*02312 THE TITLE GROUP 09/23/2021 0.00 155.69176228 TimSav TimeSaver Off Site Secretarial, Inc 09/23/2021 0.00 151.00176229 UB*02298 TITLE SPECIALISTS INC 09/23/2021 0.00 76.32176230 UB*02301 TRADEMARK TITLE 09/23/2021 0.00 93.09176231 WastMana Waste Management of Minnesota, Inc 09/23/2021 0.00 1,394.73176232 UB*02300 WATERMARK TITLE AGENCY 09/23/2021 0.00 82.55176233 UB*02306 WATERMARK TITLE AGENCY 09/23/2021 0.00 14.58176234 AHLNJAME JAMES AHLNESS 09/30/2021 0.00 1,005.00176235 APAGRO APACHE GROUP 09/30/2021 0.00 234.91176236 BreRya Ryan & Susan Brellenthin 09/30/2021 0.00 1,000.00176237 CARLIC CARVER COUNTY LICENSE CENTER 09/30/2021 0.00 687.50176238 CarCouPa Carver County Parks 09/30/2021 0.00 2,325.00176239 CEMPRO CEMSTONE PRODUCTS CO 09/30/2021 0.00 941.00176240 CitVic City of Victoria 09/30/2021 0.00 348.94176241 CUMNOR CUMMINS NPOWER 09/30/2021 0.00 131.92176242 CustHom Custom Home Builders Title, LLC 09/30/2021 0.00 3,600.00176243 DalJus Justin & Jamie Dale 09/30/2021 0.00 500.00176244 DonBri Brian & Jacklyn Donnell 09/30/2021 0.00 250.00176245 EARAND Earl F Andersen Inc 09/30/2021 0.00 732.00176246 ferwat Ferguson Waterworks #2518 09/30/2021 0.00 2,878.69176247 gonhom GONYEA HOMES 09/30/2021 0.00 1,500.00176248 GooRob Robert Gooding 09/30/2021 0.00 250.00176249 GREMEA GREEN MEADOWS INC 09/30/2021 0.00 552.99176250 GreNad Nadine & Matthew Gregerson 09/30/2021 0.00 250.00176251 Handy Handymaster, Inc.09/30/2021 0.00 500.00176252 LacSal Lacount Sales, LLC 09/30/2021 0.00 121.08176253 Lennar Lennar 09/30/2021 0.00 1,474.98176254 MacSte Steven Machacek 09/30/2021 0.00 500.00176255 MCDCON MCDONALD CONSTRUCTION 09/30/2021 0.00 10,550.00176256 MNNAT MN DEPT OF NATURAL RESOURCES 09/30/2021 0.00 135.00176257 MNTRAN MN DEPT OF TRANSPORTATION 09/30/2021 0.00 916.61176258 GerTho Thomas J. Gertz and Morphew Law Office, PLLC09/30/2021 0.00 130,250.00176259 MTIDIS MTI DISTRIBUTING INC 09/30/2021 0.00 40.26176260 NEWSIG NEWMAN SIGNS INC 09/30/2021 0.00 1,974.60176261 PLAUTO P & L AUTOMOTIVE 09/30/2021 0.00 375.00176262 POST POSTMASTER 09/30/2021 0.00 676.29176263 POST POSTMASTER 09/30/2021 0.00 530.00176264 RenKyl Kyle & Nicole Renner 09/30/2021 0.00 250.00176265 RosLau Matthew & Laura Rosati 09/30/2021 0.00 250.00176266 SHEWIL SHERWIN WILLIAMS 09/30/2021 0.00 55.18176267 SOFHOU SOFTWARE HOUSE INTERNATIONAL 09/30/2021 0.00 1,380.00176268 SouLuc Lucas Sousa 09/30/2021 0.00 250.00176269 SpiKel Kelly Spiess 09/30/2021 0.00 250.00176270 TOWCOU TOWN & COUNTRY GLASS 09/30/2021 0.00 273.26176271 WastMana Waste Management of Minnesota, Inc 09/30/2021 VOID 1,208.15 0.00176272 ZACKS ZACK'S INC.09/30/2021 0.00 691.70176273 Report Total (97 checks): 713,475.77 1,208.15 Page 2AP Checks by Date - Summary by Check Number (10/1/2021 8:50 AM) 112 Accounts Payable Checks by Date - Summary by Check User:dwashburn Printed: 10/1/2021 8:52 AM Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH AdvEng Advanced Engineering & Environmental Services, LLC 09/23/2021 0.00 1,516.22 ACH AMESOL AMERICAN SOLUTIONS 09/23/2021 0.00 1,080.26 ACH apadan Apadana LLC 09/23/2021 0.00 4,451.91 ACH CAMKNU CAMPBELL KNUTSON 09/23/2021 0.00 18,612.02 ACH carcou Carver County 09/23/2021 0.00 1,225.00 ACH CARSWC CARVER SWCD 09/23/2021 0.00 1,045.00 ACH CCPNIM CCP NI MASTER TENANT 4 LLC 09/23/2021 0.00 7,413.38 ACH COMINT COMPUTER INTEGRATION TECHN. 09/23/2021 0.00 1,350.00 ACH DelDen Delta Dental 09/23/2021 0.00 2,956.80 ACH FASCOM FASTENAL COMPANY 09/23/2021 0.00 73.68 ACH Avesis Fidelity Security Life 09/23/2021 0.00 259.30 ACH GRANIC GRANICUS INC 09/23/2021 0.00 8,950.00 ACH HAWCHE HAWKINS CHEMICAL 09/23/2021 0.00 7,069.07 ACH HeaStr Health Strategies 09/23/2021 0.00 250.00 ACH InnOff Innovative Office Solutions LLC 09/23/2021 0.00 268.44 ACH HaMeli Melissa Haman 09/23/2021 0.00 10.12 ACH METFOR METROPOLITAN FORD 09/23/2021 0.00 569.76 ACH MVEC MN VALLEY ELECTRIC COOP 09/23/2021 0.00 103.65 ACH MOSBAR MOSS & BARNETT 09/23/2021 0.00 6,763.52 ACH NAPA NAPA AUTO & TRUCK PARTS 09/23/2021 0.00 135.61 ACH NYSPUB NYSTROM PUBLISHING COMPANY INC 09/23/2021 0.00 9,510.21 ACH PARCON PARROTT CONTRACTING INC 09/23/2021 0.00 24.00 ACH PRTURF PRO TURF 09/23/2021 0.00 1,668.00 ACH PUMMET PUMP AND METER SERVICE INC 09/23/2021 0.00 127.00 ACH MINCON SUMMIT COMPANIES 09/23/2021 0.00 595.00 ACH TWISEE TWIN CITY SEED CO. 09/23/2021 0.00 1,840.00 ACH USABLU USA BLUE BOOK 09/23/2021 0.00 220.65 ACH WMMUE WM MUELLER & SONS INC 09/23/2021 0.00 1,651.02 ACH WWGRA WW GRAINGER INC 09/23/2021 0.00 216.42 ACH XCEL XCEL ENERGY INC 09/23/2021 0.00 16,489.94 ACH ZARBRU ZARNOTH BRUSH WORKS INC 09/23/2021 0.00 1,306.00 ACH ADAPES ADAM'S PEST CONTROL INC 09/30/2021 0.00 131.25 ACH carcou Carver County 09/30/2021 0.00 100.00 ACH ColLif Colonial Life & Accident Insurance Co 09/30/2021 0.00 67.80 ACH HANTHO HANSEN THORP PELLINEN OLSON 09/30/2021 0.00 2,521.50 ACH HAWCHE HAWKINS CHEMICAL 09/30/2021 0.00 37,242.05 ACH InnOff Innovative Office Solutions LLC 09/30/2021 0.00 15.66 ACH AlHiJuli Juli Al-Hilwani 09/30/2021 0.00 75.00 ACH KIMHOR KIMLEY HORN AND ASSOCIATES INC 09/30/2021 0.00 39,448.88 ACH Marco Marco Inc 09/30/2021 0.00 1,010.00 ACH METFOR METROPOLITAN FORD 09/30/2021 0.00 155.00 ACH MidAqu Midwest Aqua Care, Inc 09/30/2021 0.00 790.00 ACH MVEC MN VALLEY ELECTRIC COOP 09/30/2021 0.00 158.79 ACH NAPA NAPA AUTO & TRUCK PARTS 09/30/2021 0.00 409.98 ACH NusEqu Nuss Truck & Equipment 09/30/2021 0.00 11.64 ACH OPG-3 OPG-3, Inc 09/30/2021 0.00 6,475.00 ACH POMTIR POMP'S TIRE SERVICE INC 09/30/2021 0.00 1,359.48 Page 1 of 2 113 Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH PREMRM PRECISE MRM LLC 09/30/2021 0.00 186.05 ACH QUAFLO Quality Flow Systems Inc 09/30/2021 0.00 3,127.00 ACH RDOEQU RDO EQUIPMENT CO 09/30/2021 0.00 598.35 ACH RUFJOH RUFFRIDGE JOHNSON EQUIPMENT CO 09/30/2021 0.00 29.47 ACH TWISEE TWIN CITY SEED CO. 09/30/2021 0.00 322.50 ACH VIKIND VIKING INDUSTRIAL CENTER 09/30/2021 0.00 127.66 ACH WMMUE WM MUELLER & SONS INC 09/30/2021 0.00 1,982.73 ACH WSB WSB & ASSOCIATES INC 09/30/2021 0.00 11,604.00 ACH XCEL XCEL ENERGY INC 09/30/2021 0.00 25,972.77 Report Total:0.00 231,674.54 Page 2 of 2 114 Accounts Payable Check Detail-Checks User: dwashburn Printed: 10/01/2021 - 9:00 AM Name Check D Account Description Amount Advanced Roofing Solutions, LLC 09/23/2021 101-0000-2033 overpayment - Permit P2021-05292 - 8564 Chanhassen Hills Dr S 195.09 Advanced Roofing Solutions, LLC 195.09 AHLNESS JAMES 09/30/2021 101-1560-4300 Ladies Luncheon 1,005.00 AHLNESS JAMES 1,005.00 ALLSTREAM 09/23/2021 101-1160-4300 Mitel Phone System Maintenance 490.84 ALLSTREAM 490.84 American Mailing Machines 09/23/2021 700-0000-4530 Mailing Machine 298.33 American Mailing Machines 09/23/2021 701-0000-4530 Mailing Machine 298.34 American Mailing Machines 09/23/2021 720-0000-4530 Mailing Machine 298.33 American Mailing Machines 895.00 APACHE GROUP 09/30/2021 101-1170-4110 Supplies return -77.74 APACHE GROUP 09/30/2021 101-1170-4110 Supplies 312.65 APACHE GROUP 234.91 ARAMARK Refreshment Services, LLC 09/23/2021 101-1170-4110 Supplies 73.99 ARAMARK Refreshment Services, LLC 09/23/2021 101-1170-4110 Supplies 81.00 ARAMARK Refreshment Services, LLC 09/23/2021 101-1170-4110 Supplies 32.00 ARAMARK Refreshment Services, LLC 09/23/2021 101-1170-4110 Supplies 244.20 ARAMARK Refreshment Services, LLC 431.19 ATTORNEY'S TITLE GROUP 09/23/2021 701-0000-2020 Refund Check 3.89 ATTORNEY'S TITLE GROUP 09/23/2021 700-0000-2020 Refund Check 1.13 ATTORNEY'S TITLE GROUP 5.02 BCA 09/23/2021 101-1120-4300 Criminal Background Investigation 60.00 BCA 60.00 Betker Donna 09/23/2021 101-1530-4300 St. Croix River Cruise Refund 64.00 Betker Donna 64.00 BHAGAT MANEESH 09/23/2021 700-0000-2020 Refund Check 7.60 BHAGAT MANEESH 09/23/2021 701-0000-2020 Refund Check 11.60 BHAGAT MANEESH 09/23/2021 720-0000-2020 Refund Check 2.01 BHAGAT MANEESH 09/23/2021 700-0000-2020 Refund Check 1.14 Accounts Payable - Check Detail-Checks (10/01/2021 - 9:00 AM)Page 1 of 9 115 Name Check D Account Description Amount BHAGAT MANEESH 22.35 Brellenthin Ryan & Susan 09/30/2021 101-0000-2073 Erosion Control - 3892 Lone Cedar Lane - Permit 2021-01523 1,000.00 Brellenthin Ryan & Susan 1,000.00 BRYAN ROCK PRODUCTS INC 09/23/2021 101-1550-4150 Materials 568.62 BRYAN ROCK PRODUCTS INC 568.62 CARVER COUNTY ABSTRACT & TITLE 09/23/2021 700-0000-2020 Refund Check 341.76 CARVER COUNTY ABSTRACT & TITLE 09/23/2021 700-0000-2020 Refund Check 6.06 CARVER COUNTY ABSTRACT & TITLE 09/23/2021 700-0000-2020 Refund Check 25.20 CARVER COUNTY ABSTRACT & TITLE 09/23/2021 700-0000-2020 Refund Check 3.71 CARVER COUNTY ABSTRACT & TITLE 09/23/2021 700-0000-2020 Refund Check 21.17 CARVER COUNTY ABSTRACT & TITLE 09/23/2021 701-0000-2020 Refund Check 42.74 CARVER COUNTY ABSTRACT & TITLE 09/23/2021 720-0000-2020 Refund Check 489.21 CARVER COUNTY ABSTRACT & TITLE 09/23/2021 700-0000-2020 Refund Check 1.56 CARVER COUNTY ABSTRACT & TITLE 931.41 CARVER COUNTY LICENSE CENTER 09/30/2021 400-0000-4705 3A license & registration 687.50 CARVER COUNTY LICENSE CENTER 687.50 Carver County Parks 09/30/2021 101-1731-4300 Rec Programs 504.00 Carver County Parks 09/30/2021 101-1613-4300 Rec Programs 126.00 Carver County Parks 09/30/2021 101-1731-3636 Rec Programs 1,695.00 Carver County Parks 2,325.00 CEMSTONE PRODUCTS CO 09/23/2021 700-0000-4550 Materials 493.50 CEMSTONE PRODUCTS CO 09/30/2021 701-7025-4751 Materials 532.50 CEMSTONE PRODUCTS CO 09/30/2021 420-0000-4150 Materials 408.50 CEMSTONE PRODUCTS CO 1,434.50 CenturyLink 09/23/2021 700-7043-4310 Monthly Service 60.73 CenturyLink 60.73 City of Victoria 09/30/2021 101-1537-3631 Barnyard Boogie 348.94 City of Victoria 348.94 CLASS C COMPONENTS INC 09/23/2021 720-7207-4150 Safety clothing 35.48 CLASS C COMPONENTS INC 09/23/2021 101-1320-4240 Safety Clothing 35.48 CLASS C COMPONENTS INC 70.96 CLOSING HUB 09/23/2021 700-0000-2020 Refund Check 3.04 CLOSING HUB 09/23/2021 701-0000-2020 Refund Check 7.61 CLOSING HUB 09/23/2021 720-0000-2020 Refund Check 4.72 CLOSING HUB 09/23/2021 700-0000-2020 Refund Check 0.67 Accounts Payable - Check Detail-Checks (10/01/2021 - 9:00 AM)Page 2 of 9 116 Name Check D Account Description Amount CLOSING HUB 16.04 CUMMINS NPOWER 09/23/2021 101-1220-4510 Materials 8,505.00 CUMMINS NPOWER 09/30/2021 101-1220-4120 Supplies 131.92 CUMMINS NPOWER 8,636.92 Custom Home Builders Title, LLC 09/30/2021 101-0000-2073 Erosion Control - 7546 Erie Ave - Permit 2021-03325 3,600.00 Custom Home Builders Title, LLC 3,600.00 Dale Justin & Jamie 09/30/2021 101-0000-2073 Erosion Control - 6320 Yosemite Ave - Permit 2021-01632 500.00 Dale Justin & Jamie 500.00 DEBLOCK AMY & JAMES 09/23/2021 601-6047-4300 Reimbursement 750.00 DEBLOCK AMY & JAMES 750.00 DigRite, LLC 09/23/2021 700-0000-4552 Gate Valve Repair 3,900.00 DigRite, LLC 3,900.00 Donnell Brian & Jacklyn 09/30/2021 101-0000-2073 Erosion Control - 1441 Henry Court - Permit 2021-02165 250.00 Donnell Brian & Jacklyn 250.00 Earl F Andersen Inc 09/30/2021 101-1320-4560 Signs 732.00 Earl F Andersen Inc 732.00 EDINA REALTY TITLE 09/23/2021 700-0000-2020 Refund Check 22.07 EDINA REALTY TITLE 09/23/2021 701-0000-2020 Refund Check 11.34 EDINA REALTY TITLE 09/23/2021 720-0000-2020 Refund Check 4.48 EDINA REALTY TITLE 09/23/2021 700-0000-2020 Refund Check 0.64 EDINA REALTY TITLE 09/23/2021 700-0000-2020 Refund Check 42.64 EDINA REALTY TITLE 09/23/2021 701-0000-2020 Refund Check 41.48 EDINA REALTY TITLE 09/23/2021 720-0000-2020 Refund Check 7.28 EDINA REALTY TITLE 09/23/2021 700-0000-2020 Refund Check 1.04 EDINA REALTY TITLE 130.97 EXECUTIVE TITLE 09/23/2021 701-0000-2020 Refund Check 16.18 EXECUTIVE TITLE 09/23/2021 720-0000-2020 Refund Check 5.59 EXECUTIVE TITLE 21.77 FACTORY MOTOR PARTS COMPANY 09/23/2021 101-1320-4140 Supplies 386.40 FACTORY MOTOR PARTS COMPANY 386.40 Ferguson Waterworks #2518 09/23/2021 601-6047-4550 Materials 5,088.85 Ferguson Waterworks #2518 09/23/2021 700-0000-4260 Pipe Wrench 140.32 Ferguson Waterworks #2518 09/30/2021 700-0000-4550 Materials 186.55 Ferguson Waterworks #2518 09/30/2021 700-0000-4250 Supplies 2,692.14 Accounts Payable - Check Detail-Checks (10/01/2021 - 9:00 AM)Page 3 of 9 117 Name Check D Account Description Amount Ferguson Waterworks #2518 8,107.86 FIRST AMERICAN TITLE 09/23/2021 700-0000-2020 Refund Check 20.16 FIRST AMERICAN TITLE 09/23/2021 701-0000-2020 Refund Check 3.95 FIRST AMERICAN TITLE 09/23/2021 720-0000-2020 Refund Check 1.52 FIRST AMERICAN TITLE 09/23/2021 700-0000-2020 Refund Check 0.85 FIRST AMERICAN TITLE 26.48 Gallagher Henry & Bridget 09/23/2021 720-7204-4901 Waterwise Rebate 100.00 Gallagher Henry & Bridget 100.00 GALLARDO MARK & MARY 09/23/2021 701-0000-2020 Refund Check 24.09 GALLARDO MARK & MARY 09/23/2021 720-0000-2020 Refund Check 7.36 GALLARDO MARK & MARY 31.45 GONYEA HOMES 09/30/2021 101-0000-2075 Landscape Escrow - 730 Hawkcrest - Permit 2020-04175 750.00 GONYEA HOMES 09/30/2021 101-0000-2075 Landscape Escrow - 9130 Eagle Ridge Rd - Permit 2020-04174 750.00 GONYEA HOMES 1,500.00 Gooding Robert 09/30/2021 101-0000-2073 Erosion Control - 2013 Paisley Path - Permit 2021-0200 250.00 Gooding Robert 250.00 GREEN MEADOWS INC 09/30/2021 101-1260-4300 Lawn Service 552.99 GREEN MEADOWS INC 552.99 Gregerson Nadine & Matthew 09/30/2021 101-0000-2073 Erosion Control - 8464 Mission Hills Lane - Permit 2021-02231 250.00 Gregerson Nadine & Matthew 250.00 HALBACH KARL & NOREEN 09/23/2021 700-0000-2020 Refund Check 230.83 HALBACH KARL & NOREEN 09/23/2021 701-0000-2020 Refund Check 10.55 HALBACH KARL & NOREEN 09/23/2021 720-0000-2020 Refund Check 2.12 HALBACH KARL & NOREEN 243.50 Handymaster, Inc.09/30/2021 101-0000-2073 Erosion Control - 1620 W 63rd St - Permit 2021-02135 500.00 Handymaster, Inc. 500.00 Incline Exteriors 09/23/2021 101-1250-3301 Permit Refund - Permit # P2020-04732 - 3221 Dartmouth Dr 332.04 Incline Exteriors 332.04 J & R COMPLETE AUTO & RADIATOR REPAIR09/23/2021 101-1220-4140 Supplies 201.94 J & R COMPLETE AUTO & RADIATOR REPAIR 201.94 Lacount Sales, LLC 09/30/2021 700-0000-4120 Supplies 121.08 Accounts Payable - Check Detail-Checks (10/01/2021 - 9:00 AM)Page 4 of 9 118 Name Check D Account Description Amount Lacount Sales, LLC 121.08 LAKE TITLE LLC 09/23/2021 700-0000-2020 Refund Check 16.36 LAKE TITLE LLC 09/23/2021 701-0000-2020 Refund Check 36.20 LAKE TITLE LLC 09/23/2021 720-0000-2020 Refund Check 25.59 LAKE TITLE LLC 09/23/2021 700-0000-2020 Refund Check 3.65 LAKE TITLE LLC 81.80 Lametti & Sons Inc 09/23/2021 601-6043-4300 Minnewashta Parkway Rehab 507,811.41 Lametti & Sons Inc 507,811.41 LANE TIMOTHY & ELISA 09/23/2021 701-0000-2020 Refund Check 6.09 LANE TIMOTHY & ELISA 6.09 Lennar 09/30/2021 101-0000-2033 Overpayment - 7194 Purple Pkwy 1,197.09 Lennar 09/30/2021 101-0000-2033 Overpayment - 7257 Pearl Dr 277.89 Lennar 1,474.98 Machacek Steven 09/30/2021 101-0000-2073 Erosion Control - 7720 Great Plains Blvd - Permit 2020-01560 500.00 Machacek Steven 500.00 MANEY TRUST JUDY 09/23/2021 720-0000-2020 Refund Check 490.80 MANEY TRUST JUDY 490.80 MCDONALD CONSTRUCTION 09/30/2021 101-0000-2073 Erosion Control - Permit 2020-04231 - 1580 Anthem Place 3,100.00 MCDONALD CONSTRUCTION 09/30/2021 101-0000-2073 Erosion Control - Permit 2019-03255 - 1621 Anthem Place 4,700.00 MCDONALD CONSTRUCTION 09/30/2021 101-0000-2073 Erosion Control - Permit 2020-01933 - 1591 Anthem Place 2,750.00 MCDONALD CONSTRUCTION 10,550.00 MENSING DANIELLE & JOSHUA 09/23/2021 700-0000-2020 Refund Check 58.21 MENSING DANIELLE & JOSHUA 09/23/2021 701-0000-2020 Refund Check 93.52 MENSING DANIELLE & JOSHUA 09/23/2021 720-0000-2020 Refund Check 8.99 MENSING DANIELLE & JOSHUA 09/23/2021 700-0000-2020 Refund Check 4.99 MENSING DANIELLE & JOSHUA 165.71 Minnesota Roadways Co 09/23/2021 420-0000-4150 Asphalt Emulsion 297.85 Minnesota Roadways Co 297.85 MINNESOTA TITLE 09/23/2021 700-0000-2020 Refund Check 20.94 MINNESOTA TITLE 09/23/2021 701-0000-2020 Refund Check 9.65 MINNESOTA TITLE 09/23/2021 720-0000-2020 Refund Check 1.18 MINNESOTA TITLE 09/23/2021 700-0000-2020 Refund Check 0.17 MINNESOTA TITLE 09/23/2021 720-0000-2020 Refund Check 6.65 MINNESOTA TITLE 09/23/2021 700-0000-2020 Refund Check 82.56 MINNESOTA TITLE 09/23/2021 701-0000-2020 Refund Check 114.70 MINNESOTA TITLE 09/23/2021 700-0000-2020 Refund Check 5.47 Accounts Payable - Check Detail-Checks (10/01/2021 - 9:00 AM)Page 5 of 9 119 Name Check D Account Description Amount MINNESOTA TITLE 241.32 MINNETONKA TITLE 09/23/2021 700-0000-2020 Refund Check 30.04 MINNETONKA TITLE 09/23/2021 701-0000-2020 Refund Check 32.42 MINNETONKA TITLE 09/23/2021 720-0000-2020 Refund Check 27.81 MINNETONKA TITLE 09/23/2021 700-0000-2020 Refund Check 3.97 MINNETONKA TITLE 94.24 MN DEPT OF HEALTH 09/23/2021 700-0000-4370 Waterworks Examination Results - Chad Syverson 23.00 MN DEPT OF HEALTH 23.00 MN DEPT OF NATURAL RESOURCES 09/30/2021 101-1611-4300 MN DNR Permit Fee - Feb Fest 2022 135.00 MN DEPT OF NATURAL RESOURCES 135.00 MN DEPT OF TRANSPORTATION 09/30/2021 605-6502-4752 Site Inspections 562.17 MN DEPT OF TRANSPORTATION 09/30/2021 601-6043-4752 Site Inspections 108.46 MN DEPT OF TRANSPORTATION 09/30/2021 101-1350-4565 Site Inspections 245.98 MN DEPT OF TRANSPORTATION 916.61 Morphew Law Office, PLLC Thomas J. Gertz and 09/30/2021 605-6502-4701 Legal Services 130,250.00 Morphew Law Office, PLLC Thomas J. Gertz and 130,250.00 MTI DISTRIBUTING INC 09/23/2021 101-1550-4120 Supplies 394.19 MTI DISTRIBUTING INC 09/30/2021 101-1550-4120 Supplies 40.26 MTI DISTRIBUTING INC 434.45 NEWMAN SIGNS INC 09/30/2021 101-1320-4560 Signs 1,861.76 NEWMAN SIGNS INC 09/30/2021 101-1220-4510 Signs 112.84 NEWMAN SIGNS INC 1,974.60 NICHOLAS JENNA LEE 09/23/2021 701-0000-2020 Refund Check 87.22 NICHOLAS JENNA LEE 09/23/2021 720-0000-2020 Refund Check 41.61 NICHOLAS JENNA LEE 128.83 NOVEL SOLAR THREE, LLC 09/23/2021 101-1350-4320 Monthly Utilities 137.82 NOVEL SOLAR THREE, LLC 09/23/2021 700-0000-4320 Monthly Utilities 4,044.88 NOVEL SOLAR THREE, LLC 09/23/2021 701-0000-4320 Monthly Utilities 2,936.31 NOVEL SOLAR THREE, LLC 7,119.01 P & L AUTOMOTIVE 09/30/2021 700-0000-4120 Supplies 375.00 P & L AUTOMOTIVE 375.00 Pitney Bowes Inc.09/23/2021 101-1120-4410 Rental 440.04 Pitney Bowes Inc.09/23/2021 101-1120-4410 Rental 105.00 Accounts Payable - Check Detail-Checks (10/01/2021 - 9:00 AM)Page 6 of 9 120 Name Check D Account Description Amount Pitney Bowes Inc. 545.04 POSTMASTER 09/30/2021 700-0000-4330 Permit # 14 338.15 POSTMASTER 09/30/2021 701-0000-4330 Permit # 14 338.14 POSTMASTER 09/30/2021 101-1120-4330 Fee Renewal - Permit PI 14 530.00 POSTMASTER 1,206.29 Refresh Exteriors, LLC 09/23/2021 101-1250-3301 Permit Refund - Permit # P2021-01310 - 6360 Near Mountain Blvd 153.84 Refresh Exteriors, LLC 153.84 Renner Kyle & Nicole 09/30/2021 101-0000-2073 Erosion Control - 1773 Cottongrass Court 250.00 Renner Kyle & Nicole 250.00 Retka Thomas 09/23/2021 101-1560-4300 Oktoberfest Music 240.00 Retka Thomas 240.00 RICHARDS KYLE 09/23/2021 700-0000-2020 Refund Check 24.44 RICHARDS KYLE 09/23/2021 701-0000-2020 Refund Check 35.63 RICHARDS KYLE 09/23/2021 720-0000-2020 Refund Check 25.25 RICHARDS KYLE 09/23/2021 700-0000-2020 Refund Check 3.60 RICHARDS KYLE 88.92 Rosati Matthew & Laura 09/30/2021 101-0000-2073 Erosion Control - 951 W 78th Street - Permit 2021-03186 250.00 Rosati Matthew & Laura 250.00 SERVION TITLE INC 09/23/2021 700-0000-2020 Refund Check 0.19 SERVION TITLE INC 09/23/2021 701-0000-2020 Refund Check 7.70 SERVION TITLE INC 09/23/2021 720-0000-2020 Refund Check 4.01 SERVION TITLE INC 09/23/2021 700-0000-2020 Refund Check 0.57 SERVION TITLE INC 12.47 SHERWIN WILLIAMS 09/30/2021 700-0000-4550 Paint 55.18 SHERWIN WILLIAMS 55.18 SITEONE LANDSCAPE SUPPLY LLC 09/23/2021 101-1550-4151 Irrigation Valve 16.05 SITEONE LANDSCAPE SUPPLY LLC 16.05 SMITH-BOTHUN TAYLOR 09/23/2021 701-0000-2020 Refund Check 5.11 SMITH-BOTHUN TAYLOR 09/23/2021 720-0000-2020 Refund Check 4.32 SMITH-BOTHUN TAYLOR 9.43 SOFTWARE HOUSE INTERNATIONAL 09/30/2021 400-4117-4703 Microsoft Std Server License 1,380.00 SOFTWARE HOUSE INTERNATIONAL 1,380.00 Sousa Lucas 09/30/2021 101-0000-2073 Erosion Control -8091 Hidden Ct - Permit 2021-02224 250.00 Accounts Payable - Check Detail-Checks (10/01/2021 - 9:00 AM)Page 7 of 9 121 Name Check D Account Description Amount Sousa Lucas 250.00 Southwest Suburban Publishing 09/23/2021 101-1410-4340 Publishing 31.82 Southwest Suburban Publishing 09/23/2021 101-1410-4340 Publishing 31.82 Southwest Suburban Publishing 09/23/2021 101-1110-4340 Publishing 60.10 Southwest Suburban Publishing 09/23/2021 101-1530-4375 Publishing 268.80 Southwest Suburban Publishing 09/23/2021 101-1110-4340 Publishing 84.84 Southwest Suburban Publishing 09/23/2021 101-1310-4340 Publishing 63.64 Southwest Suburban Publishing 09/23/2021 101-1310-4340 Publishing 63.64 Southwest Suburban Publishing 09/23/2021 101-1110-4340 Publishing 42.42 Southwest Suburban Publishing 09/23/2021 101-1410-4340 Publishing 35.35 Southwest Suburban Publishing 09/23/2021 101-1410-4340 Publishing 60.10 Southwest Suburban Publishing 742.53 Spiess Kelly 09/30/2021 101-0000-2073 Erosion Control - 7164 Harrison Hill Trail - Permit 2021-03578 250.00 Spiess Kelly 250.00 STEWART TITLE COMPANY 09/23/2021 700-0000-2020 Refund Check 15.71 STEWART TITLE COMPANY 09/23/2021 701-0000-2020 Refund Check 26.82 STEWART TITLE COMPANY 09/23/2021 720-0000-2020 Refund Check 6.45 STEWART TITLE COMPANY 09/23/2021 700-0000-2020 Refund Check 0.92 STEWART TITLE COMPANY 49.90 THE TITLE GROUP 09/23/2021 700-0000-2020 Refund Check 58.75 THE TITLE GROUP 09/23/2021 701-0000-2020 Refund Check 81.40 THE TITLE GROUP 09/23/2021 720-0000-2020 Refund Check 10.00 THE TITLE GROUP 09/23/2021 700-0000-2020 Refund Check 5.54 THE TITLE GROUP 155.69 TimeSaver Off Site Secretarial, Inc 09/23/2021 210-0000-4300 Planning Meeting 151.00 TimeSaver Off Site Secretarial, Inc 151.00 TITLE SPECIALISTS INC 09/23/2021 700-0000-2020 Refund Check 22.95 TITLE SPECIALISTS INC 09/23/2021 701-0000-2020 Refund Check 33.10 TITLE SPECIALISTS INC 09/23/2021 720-0000-2020 Refund Check 17.74 TITLE SPECIALISTS INC 09/23/2021 700-0000-2020 Refund Check 2.53 TITLE SPECIALISTS INC 76.32 TOWN & COUNTRY GLASS 09/30/2021 101-1550-4530 Materials 273.26 TOWN & COUNTRY GLASS 273.26 TRADEMARK TITLE 09/23/2021 700-0000-2020 Refund Check 28.53 TRADEMARK TITLE 09/23/2021 701-0000-2020 Refund Check 48.70 TRADEMARK TITLE 09/23/2021 720-0000-2020 Refund Check 13.88 TRADEMARK TITLE 09/23/2021 700-0000-2020 Refund Check 1.98 TRADEMARK TITLE 93.09 Accounts Payable - Check Detail-Checks (10/01/2021 - 9:00 AM)Page 8 of 9 122 Name Check D Account Description Amount Waste Management of Minnesota, Inc 09/23/2021 101-1550-4300 Monthly Service 114.54 Waste Management of Minnesota, Inc 09/23/2021 101-1550-4300 Monthly Service 1,280.19 Waste Management of Minnesota, Inc 1,394.73 WATERMARK TITLE AGENCY 09/23/2021 700-0000-2020 Refund Check 15.93 WATERMARK TITLE AGENCY 09/23/2021 701-0000-2020 Refund Check 36.89 WATERMARK TITLE AGENCY 09/23/2021 720-0000-2020 Refund Check 26.02 WATERMARK TITLE AGENCY 09/23/2021 700-0000-2020 Refund Check 3.71 WATERMARK TITLE AGENCY 09/23/2021 700-0000-2020 Refund Check 5.50 WATERMARK TITLE AGENCY 09/23/2021 720-0000-2020 Refund Check 9.08 WATERMARK TITLE AGENCY 97.13 ZACK'S INC.09/30/2021 101-1370-4170 Fuel, Degreaser 691.70 ZACK'S INC. 691.70 713,475.77 Accounts Payable - Check Detail-Checks (10/01/2021 - 9:00 AM)Page 9 of 9 123 Accounts Payable Check Detail-ACH User: dwashburn Printed: 10/01/2021 - 9:00 AM Name Check D Account Description Amount ADAM'S PEST CONTROL INC 09/30/2021 101-1170-4300 Monthly Service 131.25 ADAM'S PEST CONTROL INC 131.25 Advanced Engineering & Environmental Services, LLC 09/23/2021 700-0000-4300 2021 SCADA Services 1,516.22 Advanced Engineering & Environmental Services, LLC 1,516.22 Al-Hilwani Juli 09/30/2021 101-1539-4300 Pickleball Lessons 75.00 Al-Hilwani Juli 75.00 AMERICAN SOLUTIONS 09/23/2021 700-0000-4340 Printing 365.84 AMERICAN SOLUTIONS 09/23/2021 701-0000-4340 Printing 365.84 AMERICAN SOLUTIONS 09/23/2021 101-1130-4340 Printing 348.58 AMERICAN SOLUTIONS 1,080.26 Apadana LLC 09/23/2021 700-7019-4320 Service Work 4,451.91 Apadana LLC 4,451.91 CAMPBELL KNUTSON 09/23/2021 101-1140-4302 Professional Services 18,612.02 CAMPBELL KNUTSON 18,612.02 Carver County 09/23/2021 700-7043-4320 Carver Fiber 650.00 Carver County 09/23/2021 101-1160-4320 CarverLink 575.00 Carver County 09/30/2021 101-1210-4300 Background - Liquor License 100.00 Carver County 1,325.00 CARVER SWCD 09/23/2021 400-0000-1155 Development Inspection - AVIENDA 1,045.00 CARVER SWCD 1,045.00 CCP NI MASTER TENANT 4 LLC 09/23/2021 101-1220-4320 August Invoice 124.85 CCP NI MASTER TENANT 4 LLC 09/23/2021 101-1350-4320 August Invoice 3,265.63 CCP NI MASTER TENANT 4 LLC 09/23/2021 101-1540-4320 August Invoice 365.52 CCP NI MASTER TENANT 4 LLC 09/23/2021 101-1550-4320 August Invoice 386.20 CCP NI MASTER TENANT 4 LLC 09/23/2021 101-1600-4320 August Invoice 29.83 CCP NI MASTER TENANT 4 LLC 09/23/2021 700-0000-4320 August Invoice 109.59 CCP NI MASTER TENANT 4 LLC 09/23/2021 700-7019-4320 August Invoice 1,810.10 CCP NI MASTER TENANT 4 LLC 09/23/2021 701-0000-4320 August Invoice 1,321.66 CCP NI MASTER TENANT 4 LLC 7,413.38 Accounts Payable - Check Detail-ACH (10/01/2021 - 9:00 AM)Page 1 of 6 124 Name Check D Account Description Amount Colonial Life & Accident Insurance Co 09/30/2021 101-0000-2008 September Insurance 37.20 Colonial Life & Accident Insurance Co 09/30/2021 700-0000-2008 September Insurance 15.30 Colonial Life & Accident Insurance Co 09/30/2021 701-0000-2008 September Insurance 15.30 Colonial Life & Accident Insurance Co 67.80 COMPUTER INTEGRATION TECHN.09/23/2021 101-1160-4220 KACE Deployment App Annual Renewal 1,350.00 COMPUTER INTEGRATION TECHN. 1,350.00 Delta Dental 09/23/2021 101-0000-2013 October Dental 2,120.46 Delta Dental 09/23/2021 101-0000-2013 October Dental 30.20 Delta Dental 09/23/2021 210-0000-2013 October Dental 30.20 Delta Dental 09/23/2021 700-0000-2013 October Dental 316.74 Delta Dental 09/23/2021 701-0000-2013 October Dental 256.35 Delta Dental 09/23/2021 720-0000-2013 October Dental 202.85 Delta Dental 2,956.80 FASTENAL COMPANY 09/23/2021 101-1320-4150 Materials 54.37 FASTENAL COMPANY 09/23/2021 101-1370-4260 Tools 19.31 FASTENAL COMPANY 73.68 Fidelity Security Life 09/23/2021 101-0000-2007 October Vision Insurance 209.84 Fidelity Security Life 09/23/2021 700-0000-2007 October Vision Insurance 23.14 Fidelity Security Life 09/23/2021 701-0000-2007 October Vision Insurance 16.88 Fidelity Security Life 09/23/2021 720-0000-2007 October Vision Insurance 9.44 Fidelity Security Life 259.30 GRANICUS INC 09/23/2021 210-0000-4300 Granicus Annual License Renewals 8,950.00 GRANICUS INC 8,950.00 Haman Melissa 09/23/2021 101-1160-4370 Mileage Reimbursement 10.12 Haman Melissa 10.12 HANSEN THORP PELLINEN OLSON 09/30/2021 400-0000-1155 Lake Place Apts - Observation 2,325.50 HANSEN THORP PELLINEN OLSON 09/30/2021 400-0000-1155 Lotus Woods Development 196.00 HANSEN THORP PELLINEN OLSON 2,521.50 HAWKINS CHEMICAL 09/23/2021 700-7019-4160 Chemicals 4,371.30 HAWKINS CHEMICAL 09/23/2021 700-7043-4160 Chemicals 2,697.77 HAWKINS CHEMICAL 09/30/2021 700-7043-4160 Chemicals 18,621.03 HAWKINS CHEMICAL 09/30/2021 700-7019-4160 Chemicals 18,621.02 HAWKINS CHEMICAL 44,311.12 Health Strategies 09/23/2021 101-1220-4300 Medical Exam 216.00 Health Strategies 09/23/2021 101-1220-4300 Mask Fit 34.00 Health Strategies 250.00 Innovative Office Solutions LLC 09/23/2021 101-1170-4110 Office Supplies 150.44 Accounts Payable - Check Detail-ACH (10/01/2021 - 9:00 AM)Page 2 of 6 125 Name Check D Account Description Amount Innovative Office Solutions LLC 09/23/2021 101-1170-4110 Office Supplies 118.00 Innovative Office Solutions LLC 09/30/2021 101-1170-4110 Office Supplies 15.66 Innovative Office Solutions LLC 284.10 KIMLEY HORN AND ASSOCIATES INC 09/30/2021 605-6502-4300 TH101 Reconstruction 35,456.65 KIMLEY HORN AND ASSOCIATES INC 09/30/2021 605-6503-4300 TH101 Reconstruction 3,992.23 KIMLEY HORN AND ASSOCIATES INC 39,448.88 Marco Inc 09/30/2021 101-1170-4410 Printer Rental 757.50 Marco Inc 09/30/2021 700-0000-4410 Printer Rental 101.00 Marco Inc 09/30/2021 701-0000-4410 Printer Rental 101.00 Marco Inc 09/30/2021 720-0000-4410 Printer Rental 50.50 Marco Inc 1,010.00 METROPOLITAN FORD 09/23/2021 701-0000-4140 Supplies 569.76 METROPOLITAN FORD 09/30/2021 101-1550-4140 Supplies 155.00 METROPOLITAN FORD 724.76 Midwest Aqua Care, Inc 09/30/2021 101-1550-4300 Lake Treatment 320.00 Midwest Aqua Care, Inc 09/30/2021 101-1550-4300 Lake Treatment 470.00 Midwest Aqua Care, Inc 790.00 MN VALLEY ELECTRIC COOP 09/23/2021 101-1350-4320 Utilities 103.65 MN VALLEY ELECTRIC COOP 09/30/2021 101-1350-4320 Monthly Service 122.32 MN VALLEY ELECTRIC COOP 09/30/2021 101-1350-4320 Monthly Service 36.47 MN VALLEY ELECTRIC COOP 262.44 MOSS & BARNETT 09/23/2021 210-0000-1193 Professional Services 6,763.52 MOSS & BARNETT 6,763.52 NAPA AUTO & TRUCK PARTS 09/23/2021 101-1320-4140 Supplies 7.94 NAPA AUTO & TRUCK PARTS 09/23/2021 101-1550-4120 Supplies 127.67 NAPA AUTO & TRUCK PARTS 09/30/2021 101-1550-4140 Supplies 384.62 NAPA AUTO & TRUCK PARTS 09/30/2021 101-1310-4140 Supplies 25.36 NAPA AUTO & TRUCK PARTS 545.59 Nuss Truck & Equipment 09/30/2021 101-1320-4140 Supplies 11.64 Nuss Truck & Equipment 11.64 NYSTROM PUBLISHING COMPANY INC 09/23/2021 101-1110-4340 Printing 7,605.31 NYSTROM PUBLISHING COMPANY INC 09/23/2021 101-1120-4330 Postage 1,904.90 NYSTROM PUBLISHING COMPANY INC 9,510.21 OPG-3, Inc 09/30/2021 101-1160-4300 Import Services 6,475.00 OPG-3, Inc 6,475.00 Accounts Payable - Check Detail-ACH (10/01/2021 - 9:00 AM)Page 3 of 6 126 Name Check D Account Description Amount PARROTT CONTRACTING INC 09/23/2021 101-1250-3306 Permit Fee Refund - Permit # P2021-01692 - 8301 Galpin Blvd 24.00 PARROTT CONTRACTING INC 24.00 POMP'S TIRE SERVICE INC 09/30/2021 101-1550-4140 Tires 1,359.48 POMP'S TIRE SERVICE INC 1,359.48 PRECISE MRM LLC 09/30/2021 101-1320-4310 July subscription 186.05 PRECISE MRM LLC 186.05 PRO TURF 09/23/2021 101-1550-4300 Service Work 337.00 PRO TURF 09/23/2021 101-1550-4300 Service Work 1,166.00 PRO TURF 09/23/2021 101-1550-4300 Service Work 165.00 PRO TURF 1,668.00 PUMP AND METER SERVICE INC 09/23/2021 101-1370-4510 Materials 127.00 PUMP AND METER SERVICE INC 127.00 Quality Flow Systems Inc 09/30/2021 701-0000-4551 Materials 3,127.00 Quality Flow Systems Inc 3,127.00 RDO EQUIPMENT CO 09/30/2021 101-1320-4120 Supplies 598.35 RDO EQUIPMENT CO 598.35 RUFFRIDGE JOHNSON EQUIPMENT CO 09/30/2021 101-1320-4120 Supplies 29.47 RUFFRIDGE JOHNSON EQUIPMENT CO 29.47 SUMMIT COMPANIES 09/23/2021 700-7043-4510 Service Work 266.00 SUMMIT COMPANIES 09/23/2021 700-7019-4510 Service Work 329.00 SUMMIT COMPANIES 595.00 TWIN CITY SEED CO.09/23/2021 101-1550-4150 Materials 517.50 TWIN CITY SEED CO.09/23/2021 101-1550-4150 Materials 690.00 TWIN CITY SEED CO.09/23/2021 101-1550-4150 Materials 632.50 TWIN CITY SEED CO.09/30/2021 101-1550-4150 Materials 322.50 TWIN CITY SEED CO. 2,162.50 USA BLUE BOOK 09/23/2021 700-7043-4160 Chemicals 220.65 USA BLUE BOOK 220.65 VIKING INDUSTRIAL CENTER 09/30/2021 701-0000-4150 Sanitizer Wipes 127.66 VIKING INDUSTRIAL CENTER 127.66 WM MUELLER & SONS INC 09/23/2021 700-0000-4550 Materials 944.58 WM MUELLER & SONS INC 09/23/2021 420-0000-4150 Materials 350.61 WM MUELLER & SONS INC 09/23/2021 420-0000-4150 Materials 355.83 Accounts Payable - Check Detail-ACH (10/01/2021 - 9:00 AM)Page 4 of 6 127 Name Check D Account Description Amount WM MUELLER & SONS INC 09/30/2021 420-0000-4150 Materials 841.29 WM MUELLER & SONS INC 09/30/2021 420-0000-4150 Materials 786.48 WM MUELLER & SONS INC 09/30/2021 420-0000-4150 Materials 354.96 WM MUELLER & SONS INC 3,633.75 WSB & ASSOCIATES INC 09/30/2021 701-0000-4300 2021 GIS/AMS Support Service 171.00 WSB & ASSOCIATES INC 09/30/2021 720-0000-4300 2021 GIS/AMS Support Service 171.00 WSB & ASSOCIATES INC 09/30/2021 701-7013-4300 Sanitary Sewer Televising 390.00 WSB & ASSOCIATES INC 09/30/2021 720-0000-4300 SWAMP Subscription 3,000.00 WSB & ASSOCIATES INC 09/30/2021 720-0000-4300 2021 Water Resource Support 1,259.75 WSB & ASSOCIATES INC 09/30/2021 720-7025-4300 2021 Pond Maintenance Project 6,099.25 WSB & ASSOCIATES INC 09/30/2021 101-1310-4300 2021 GIS/AMS Support Service 171.00 WSB & ASSOCIATES INC 09/30/2021 101-1320-4300 2021 GIS/AMS Support Service 171.00 WSB & ASSOCIATES INC 09/30/2021 700-0000-4300 2021 GIS/AMS Support Service 171.00 WSB & ASSOCIATES INC 11,604.00 WW GRAINGER INC 09/23/2021 700-7019-4120 Supplies 216.42 WW GRAINGER INC 216.42 XCEL ENERGY INC 09/30/2021 101-1600-4320 Monthly Service 51.56 XCEL ENERGY INC 09/30/2021 700-7019-4320 Monthly Service 3,775.03 XCEL ENERGY INC 09/30/2021 701-0000-4320 Monthly Service 240.22 XCEL ENERGY INC 09/30/2021 700-0000-4320 Monthly Service 240.22 XCEL ENERGY INC 09/23/2021 101-1350-4320 Monthly Service 25.78 XCEL ENERGY INC 09/23/2021 101-1350-4320 Monthly Service 25.78 XCEL ENERGY INC 09/23/2021 101-1600-4320 Monthly Service 25.78 XCEL ENERGY INC 09/23/2021 700-0000-4320 Monthly Service 9,935.68 XCEL ENERGY INC 09/23/2021 700-0000-4320 Monthly Service 6,476.92 XCEL ENERGY INC 09/30/2021 101-1350-4320 Monthly Service 18.84 XCEL ENERGY INC 09/30/2021 101-1350-4320 Monthly Service 80.00 XCEL ENERGY INC 09/30/2021 101-1350-4320 Monthly Service 31.92 XCEL ENERGY INC 09/30/2021 101-1350-4320 Monthly Service 13.43 XCEL ENERGY INC 09/30/2021 101-1350-4320 Monthly Service 23.81 XCEL ENERGY INC 09/30/2021 101-1600-4320 Monthly Service 15.94 XCEL ENERGY INC 09/30/2021 700-0000-4320 Monthly Service -39.97 XCEL ENERGY INC 09/30/2021 101-1170-4320 Monthly Service -1,315.51 XCEL ENERGY INC 09/30/2021 101-1190-4320 Monthly Service 506.57 XCEL ENERGY INC 09/30/2021 101-1220-4320 Monthly Service 1,391.27 XCEL ENERGY INC 09/30/2021 101-1370-4320 Monthly Service 1,921.79 XCEL ENERGY INC 09/30/2021 101-1171-4320 Monthly Service 27.93 XCEL ENERGY INC 09/30/2021 101-1540-4320 Monthly Service 962.90 XCEL ENERGY INC 09/30/2021 101-1600-4320 Monthly Service 95.52 XCEL ENERGY INC 09/30/2021 101-1550-4320 Monthly Service -190.11 XCEL ENERGY INC 09/30/2021 101-1350-4320 Monthly Service 18,121.41 XCEL ENERGY INC 42,462.71 ZARNOTH BRUSH WORKS INC 09/23/2021 101-1320-4120 Supplies 734.00 ZARNOTH BRUSH WORKS INC 09/23/2021 101-1550-4120 Supplies 572.00 ZARNOTH BRUSH WORKS INC 1,306.00 Accounts Payable - Check Detail-ACH (10/01/2021 - 9:00 AM)Page 5 of 6 128 Name Check D Account Description Amount 231,674.54 Accounts Payable - Check Detail-ACH (10/01/2021 - 9:00 AM)Page 6 of 6 129 City Council Item October 11, 2021 Item Approve a Request to Amend Conditional Use Permit (CUP) 88-17 to Expand an Existing Outdoor Storage Area at 7851 Park Drive (Lakeshore Equipment) File No.Planning Case No. 2021-21 Item No: D.5 Agenda Section CONSENT AGENDA Prepared By MacKenzie Young-Walters, Associate Planner Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the request to amend Conditional Use Permit 88-17, subject to the Conditions of Approval, and adopts the attached Findings of Fact and Recommendation." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The applicant is proposing a 10,467 square-foot expansion of the property’s existing outdoor storage area. As part of the expansion, they are also proposing adding a second driveway access to Park Drive approximately 100 feet south of the existing driveway access. Since outdoor storage requires a conditional use permit (CUP), the applicant must amend their existing CUP to expand their outdoor storage area. BACKGROUND On October 24, 1988, the City Council approved a site plan review and CUP (Site Plan 88-16/CUP 88- 17) for an office/warehouse facility and outdoor storage area on the subject parcel. The CUP had the following conditions attached to it: 1. All items stored in the outdoor storage area must be totally screened by an 8-foot wooden fence 130 and no stored items shall project over the fence. 2. The conditional use permit must meet any and all conditions of the site plan approval for Site Plan #88-16. On October 28, 1991, the City Council denied a request to amend CUP 88-17 to permit a 15 foot-high fence around the outdoor storage area. On September 9, 2019, the City issued a permit for the replacement of the existing gate with a sliding gate. On October 17, 2019, the City issued a permit for the replacement of the existing wood fence with a chain link fence with privacy slats. On September 21, 2021, the Chanhassen Planning Commission held a public hearing to consider a request to amend CUP 88-17. No member of the public spoke for or against the requested amendment and the Planning Commission voted unanimously to recommend approval of the requested CUP amendment. During the public hearing, the Planning Commission made the following comments: 1. Clarified that the proposed fencing met the CUP's screening requirements. Staff confirmed that it was the same as what was present on the site and was considered to provide 100% screening. DISCUSSION The applicant is requesting that the City amend CUP 88-17 to allow for a 10,467 square-foot expansion of the outdoor storage area. The expanded outdoor storage area will have a gravel surface, similar to what is present in the existing outdoor storage area, and will be screened by an eight foot-high fence, similar to what is present around the existing outdoor storage area. The applicant is proposing the use of landscaping to soften the visual impact of the fence, and the creation of a drainage swale to manage the stormwater generated by the additional impervious surface. As part of the project, the applicant is proposing relocating the existing trash enclosure from the parking lot to an area behind the building which will create two additional parking spaces, and creating a second driveway access 100 feet to the south of the existing driveway access. The applicant has stated that they believe a second driveway access will improve the site’s traffic circulation and reduce the potential for traffic conflicts created by vehicles backing into the site from Park Drive. Staff has reviewed the applicant’s proposal and believes that it meets the conditions required for issuing a CUP. Furthermore, the proposed landscaping will improve the property’s curb appeal and the second access should improve traffic safety. While the property does have an extensive wetland, the applicant is proposing buffers well in access of the wetlands required combined buffer and structure setback. Since the proposed project conforms to the requirements of the City’s zoning code, staff is recommending approval. A full discussion can be found in the attached Planning Commission staff report. BUDGET 131 RECOMMENDATION Staff recommends that the City Council approve the amendment to Conditional Use Permit 88-17, subject to the following conditions, and adopt the attached Findings of Fact and Recommendation: 1. A building permit must be obtained prior to constructing the fence. 2. A zoning permit must be obtained prior to expanding the outdoor storage area. 3. All items stored in the outdoor storage area must be totally screened by an opaque 8-foot fence and no stored items shall project over the fence. 4. Trash containers must be stored in a fully screened location, i.e. within the outdoor storage area or separate screened trash enclosure. 5. Landscaping must substantially conform to landscape plans submitted to the City on August 19, 2021. 6. Expanded outdoor storage area must substantially conform to the plans submitted to the City on August 19, 2021. 7. The Conditional Use Permit must meet any and all conditions of the site plan approval for Site Plan 88-16. 8. The two existing trees proposed to be protected during construction shall have protection fencing installed around the trees prior to any construction. 9. The applicant shall construct the proposed driveway in accordance with City Standards for commercial driveways and apply for a Driveway Permit from the Engineering Department. 10. The applicant shall obtain any and all Riley Purgatory Bluff Creek Watershed District (RPBCWD) permits prior to construction activities. 11. The applicant shall confirm the increase of impervious surfaces as the numbers on the plan are not consistent with the HydroCAD analysis. 12. The applicant shall provide a geotechnical analysis including soil borings. 13. Rate control requirements are shown to be met for the 2-, 10-, and 100-year runoff rates per the HydroCAD modeling results provided. Rate control should be reconfirmed once the updates the modeling have been completed. 14. The MSE3 rainfall distribution shall be used for HydroCAD modeling rather than the Type II distribution currently being used. 15. Rim of the 12” HDPE riser shall be modeled as a horizontal orifice rather than a vertical orifice. 16. The applicant shall show the 10-day snowmelt rate for future submittals. 17. The applicant shall provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party and shall be recorded prior to construction activities. 18. The bottom contour of the drainage swale is shown at a 932 and the invert of the 6” draintile below is at a 931.5 which would not provide any cover over the draintile. The applicant shall confirm elevations within the swale. 19. A detail for the outlet structure (Note 17 on the construction plans) shall be provided to confirm the HydroCAD modeling as it is not entirely clear how many pipes are coming in/leaving based on the information provided. 1. Based on the information provided it appears the HydroCAD model should be updated so Devices #2 (exfiltration), #4 (4” orifice), and #5 (12” rim) should be routed to Device #3 (12” culvert) for the outlet of the drainage swale. 20. The applicant shall add erosion control measures such as inlet protection, sediment control BMPs, and rock construction entrance to the plans to avoid migration of sediment off the construction site. 21. The applicant shall provide elevation and location of the emergency overflow spillway for the swale. 132 22. The drainage swale shall be reseeded with a wetland or stormwater pond seed mix rather than turf grass. 23. The property may not be subdivided nor may the lot lines of the property be altered. ATTACHMENTS Planning Commission Staff Report dated 9-21-21 Findings of Fact - Executed CUP 88-17 Amended and Restated 133 Planning Commission Item September 21, 2021 Item Request an Amendment to Conditional Use Permit (CUP) 88-17 to Expand an Existing Outdoor Storage Area at 7851 Park Drive (Lakeshore Equipment) File No.Planning Case No. 2021-21 Item No: B.1 Agenda Section PUBLIC HEARINGS Prepared By Makenzie Young-Walters, Associate Planner Applicant Barry Stock 15018 Bridgewater Drive Savage, MN 55378 Present Zoning Industrial Office Park District (IOP) Land Use Office/Industrial Acerage 4.17 Density NA Applicable Regulations Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article VI, Wetland Protection Chapter 20, Article VII, Shoreland Management District Chapter 20, Article XXII, “IOP” Industrial Office Park District Chapter 20, Article XXIII, Division 1, Section 20-912, Storage of Garbage and Trash Chapter 20, Article XXIV, Division 2, Parking and Loading Chapter 20, Article XXV, Division 3, Landscaping Standards PROPOSED MOTION Staff recommends that the Chanhassen Planning Commission recommends that the City Council approve the request to amend Conditional Use Permit 88-17, subject to the Conditions of Approval, and adopts the attached Findings of Fact and Recommendation. 2134 SUMMARY The applicant is proposing a 10,467-square foot expansion of the property’s existing outdoor storage area. As part of the expansion they are also proposing adding a second driveway access to Park Drive approximately 100 feet south of the existing driveway access. Since outdoor storage requires a Conditional Use Permit (CUP), the applicant must amend their existing CUP to expand their outdoor storage area. BACKGROUND On October 24, 1988, the City Council approved a site plan review and CUP (Site Plan 88-16/CUP 88- 17) for an office/warehouse facility and outdoor storage area on the subject parcel. The CUP had the following conditions attached to it: 1. All items stored in the outdoor storage area must be totally screened by an 8-foot wooden fence and no stored items shall project over the fence. 2. The conditional use permit must meet any and all conditions of the site plan approval for Site Plan #88-16. On October 28, 1991, the City Council denied a request to amend CUP 88-17 to permit a 15-foot high fence around the outdoor storage area. On September 9, 2019, the City issued a permit for the replacement of the existing gate with a sliding gate. On October 17, 2019, the City issued a permit for the replacement of the existing wood fence with a chain link fence with privacy slats. DISCUSSION The applicant is requesting that the City amend CUP 88-17 to allow for a 10,467-square foot expansion of the outdoor storage area. The expanded outdoor storage area will have a gravel surface, similar to what is present in the existing outdoor storage area, and will be screened by an eight-foot high fence, similar to what is present around the existing outdoor storage area. The applicant is proposing the use of landscaping to soften the visual impact of the fence, and the creation of a drainage swale to manage the stormwater generated by the additional impervious surface. As part of the project, the applicant is proposing to relocate the existing trash enclosure from the parking lot to an area behind the building, which will create two additional parking spaces, and creating a second driveway access 100 feet to the south of the existing driveway access. The applicant has stated that they believe a second driveway access will improve the site’s traffic circulation and reduce the potential for traffic conflicts created by vehicles backing into the site from Park Drive. Staff has reviewed the applicant’s proposal and believes that it meets the conditions required for issuing a CUP. Furthermore, the proposed landscaping will improve the property’s curb appeal, and the second access should improve traffic safety. While the property does have an extensive wetland, the applicant is proposing buffers well in access of the wetlands required combined buffer and structure setback. Since the proposed project conforms to the requirements of the City’s Zoning Code, staff is recommending approval. 3135 Please see the attached staff report for a full discussion of this item. RECOMMENDATION Staff recommends that the Planning Commission recommend that the City Council approve the amendment to Conditional Use Permit 88-17, subject to the following conditions, and adopt the attached Findings of Fact and Recommendation: 1. A building permit must be obtained prior to constructing the fence. 2. A zoning permit must be obtained prior to expanding the outdoor storage area. 3. All items stored in the outdoor storage area must be totally screened by an opaque 8-foot fence and no stored items shall project over the fence. 4. Trash containers must be stored in a fully screened location, i.e. within the outdoor storage area or separate screened trash enclosure. 5. Landscaping must substantially conform to landscape plans submitted to the City on August 19, 2021. 6. Expanded outdoor storage area must substantially conform to the plans submitted to the City on August 19, 2021. 7. The Conditional Use Permit must meet any and all conditions of the site plan approval for Site Plan 88-16. 8. The two existing trees proposed to be protected during construction shall have protection fencing installed around them prior to any construction. 9. The applicant shall construct the proposed driveway in accordance with City Standards for commercial driveways and apply for a Driveway Permit from the Engineering Department. 10. The applicant shall obtain any and all Riley Purgatory Bluff Creek Watershed District RPBCWD) permits prior to construction activities. 11. The applicant shall confirm the increase of impervious surfaces as the numbers on the plan are not consistent with the HydroCAD analysis. 12. The applicant shall provide a geotechnical analysis including soil borings. 13. Rate control requirements are shown to be met for the 2-, 10-, and 100-year runoff rates per the HydroCAD modeling results provided. Rate control should be reconfirmed once the updates the modeling have been completed. 14. The MSE3 rainfall distribution shall be used for HydroCAD modeling rather than the Type II distribution currently being used. 15. Rim of the 12” HDPE riser shall be modeled as a horizontal orifice rather than a vertical orifice. 16. The applicant shall show the 10-day snowmelt rate for future submittals. 17. The applicant shall provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party and shall be recorded prior to construction activities. 18. The bottom contour of the drainage swale is shown at a 932 and the invert of the 6” draintile below is at a 931.5 which would not provide any cover over the draintile. The applicant shall confirm elevations within the swale. 19. A detail for the outlet structure (note 17 on the construction plans) shall be provided to confirm the HydroCAD modeling as it is not entirely clear how many pipes are coming in/leaving based on the information provided. a. Based on the information provided it appears the HydroCAD model should be updated so Devices #2 (exfiltration), #4 (4” orifice), and #5 (12” rim) should be routed to Device #3 (12” culvert) for the outlet of the drainage swale. 20. The applicant shall add erosion control measures such as inlet protection, sediment control BMPs, and rock construction entrance to the plans to avoid migration of sediment off the 4136 construction site. 21. The applicant shall provide elevation and location of the emergency overflow spillway for the swale. 22. The drainage swale shall be reseeded with a wetland or stormwater pond seed mix rather than turf grass. 23. The property may not be subdivided nor may the lot lines of the property be altered. ATTACHMENTS Staff Report Findings of Fact and Recommendation Amended CUP 88-17 Development Review Application Narrative Civil Plans Existing CUP 88-17 Documents Landscaping Memo Engineering/Water Resources Review Memo Affidavit of Mailing 5137 CITY OF CHANHASSEN PC DATE: September 21, 2021 CC DATE: October 11, 2021 REVIEW DEADLINE: October 19, 2021 CASE #: PC 2021-21 BY: MYW SUMMARY OF REQUEST: The applicant is proposing a 10,467-square foot expansion of the property’s existing outdoor storage area. As part of the expansion they are also proposing adding a second driveway access to Park Drive approximately 100 feet south of the existing driveway access. Since outdoor storage requires a conditional use permit (CUP), the applicant must amend their existing CUP to expand their outdoor storage area. LOCATION: 7851 Park Drive APPLICANT: Barry Stock 15018 Bridgewater Drive Savage, MN 55378 OWNER: Lotus Holdings LLC 10249 Yellow Circle Drive, Suite 200 Minnetonka, MN 55343 PRESENT ZONING: “IOP” – Industrial Office Park District 2040 LAND USE PLAN: Office Industrial/Commercial ACREAGE: 4.17 acres LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has limited discretion in approving or denying Conditional Use Permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all of the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting that the City amend CUP 88-17 to allow for a 10,467 square foot expansion of the outdoor storage area. The expanded outdoor storage area will have a gravel PROPOSED MOTION: The Chanhassen Planning Commission recommends that the City Council approve the request to amend Conditional Use Permit 88-17, subject to the Conditions of Approval and adopts the attached Findings of Fact and Recommendation.” 6138 7851 Park Drive (Lakeshore Equipment) September 21, 2021 Page 2 surface, similar to what is present in the existing outdoor storage area, and will be screened by an eight-foot high fence, similar to what is present around the existing outdoor storage area. The applicant is proposing the use of landscaping to soften the visual impact of the fence, and the creation of a drainage swale to manage the stormwater generated by the additional impervious surface. As part of the project, the applicant is proposing relocating the existing trash enclosure from the parking lot to an area behind the building, which will create two additional parking spaces, and creating a second driveway access 100 feet to the south of the existing driveway access. The applicant has stated that they believe a second driveway access will improve the site’s traffic circulation and reduce the potential for traffic conflicts created by vehicles backing into the site from Park Drive. Staff has reviewed the applicant’s proposal and believes that it meets the conditions required for issuing a CUP. Furthermore, the proposed landscaping will improve the property’s curb appeal, and the second access should improve traffic safety. While the property does have an extensive wetland, the applicant is proposing buffers well in access of the wetlands required combined buffer and structure setback. Since the proposed project conforms to the requirements of the City’s zoning code, staff is recommending approval. APPLICABLE REGULATIONS Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article VI, Wetland Protection Chapter 20, Article VII, Shoreland Management District Chapter 20, Article XXII, “IOP” Industrial Office Park District Chapter 20, Article XXIII, Division 1, Section 20-912, Storage of Garbage and Trash Chapter 20, Article XXIV, Division 2, Parking and Loading Chapter 20, Article XXV, Division 3, Landscaping Standards BACKGROUND 7139 7851 Park Drive (Lakeshore Equipment) September 21, 2021 Page 3 On October 24, 1988, the City Council approved a site plan review and CUP (Site Plan 88- 16/CUP 88-17) for an office/warehouse facility and outdoor storage area on the subject parcel. The CUP had the following conditions attached to it: 1) All items stored in the outdoor storage area must be totally screened by an 8-foot wooden fence and no stored items shall project over the fence. 2) The conditional use permit must meet any and all conditions of the site plan approval for Site Plan #88-16 On October 28, 1991, the City Council denied a request to amend CUP 88-17 to permit a 15-foot high fence around the outdoor storage area. On September 9, 2019, the City issued a permit for the replacement of the existing gate with a sliding gate. On October 17, 2019, the City issued a permit for the replacement of the existing wood fence with a chain link fence with privacy slats. SITE CONSTRAINTS Bluff Creek Corridor This property is not located within the Bluff Creek Overlay District. Wetland Protection 8140 7851 Park Drive (Lakeshore Equipment) September 21, 2021 Page 4 There is a Manage 3 wetland extending across the southern border of the property. This wetland requires a 16.5-foot minimum permanent buffer, 30-foot principle structure buffer setback, and a 15-foot accessory structure buffer setback. At its closest point the proposed outdoor storage area, expansion is setback approximately 90 feet from the edge of the wetland, significantly more than the 31.5-foot distance required by the City’s wetland ordinance (16.5 feet for the buffer and 15 feet for the accessory structure buffer setback). Bluff Protection There are no bluffs present on the property. Shoreland Management The property is located within a shoreland protection district. Specifically, the property is an industrial property within the Lake Susan Shoreland District and is limited to 70 percent lot cover. The property also borders Riley Creek which is a tributary stream with a 50-foot structure setback. A variance associated with Site Plan 85-4 required that this parcel and the parcel’s to the south maintain a cumulative 200-foot green corridor around the centerline of Riley Creek. The applicant’s parcel was to be responsible for 130 feet of this corridor. Floodplain Overlay This property is not within a floodplain. DISCUSSION Compliance Table As shown in the table to the right, the applicant’s proposed project meets or exceeds the requirements of City’s Zoning Code. 9141 7851 Park Drive (Lakeshore Equipment) September 21, 2021 Page 5 Landscaping The proposed project is subject to the City’s buffer yard requirements, and must provide a category C buffer yard along the south and west property lines. The applicant’s proposed plantings exceed the minimum requirements along the west property line. While the plants proposed for the southern property line do not exactly correspond to the stipulated requirements, staff believes the proposed plantings will provide screening equal to or superior to what would have been achieved by strict conformance with the minimum standards. For this reason, the City’s Environmental Resources Specialist has determined that the proposed landscaping meets the minimum requirements. Parking The applicant is proposing increasing the site’s available parking spaces from 19 to 21 parking stalls. The applicant is not increasing the size of the parking lot, rather the change is the result of the relocation of the existing dumpster enclosure. The proposed fence screening the outdoor storage area will divide the parking lot, resulting in a situation where 13 stalls will be located outside of the fenced area and eight will be located within the outdoor storage area. The parking spaces within the fenced in area will be for employee use and the parking spaces outside of the fenced in area will be primarily for customer use. Since the applicant has stated that due to the nature of the business’s operations there are rarely more than a handful of customers present at the same time and the spaces outside of the fence exceed the number that the code would require for customer use, staff does not believe this parking arrangement will create any conflicts. Based on the provided breakdown of the building’s square footage, the City Code would require 14 parking spaces. If staff instead applied manufacturing/employee count standards to the site, 20 parking spaces would be required. In either case, the proposed 21 parking stalls exceeds the number required by ordinance. Access The applicant is proposing creating a second access approximately 100 feet to the south of the existing access. The stated intent of this access to 10142 7851 Park Drive (Lakeshore Equipment) September 21, 2021 Page 6 accommodate deliveries from semi-trucks or extend trailers. Currently, these vehicles must back into the site off of Park Drive and enter the storage area via the parking lot. The proposed second access is permitted within the zoning district and its spacing is consistent with the other commercial/industrial properties in the area. Staff concurs with the applicant’s statement that the second access will improve the overall safety of vehicular traffic utilizing Park Drive. The access will need to be constructed in accordance with City Standards for commercial driveways. Trash The City Code only permits the exterior storage of garbage and trash in an accessory building with walls and a roof or in closed containers within a total screened area. Currently, the site’s trash is stored in a dumpster located within a screened enclosure off of the parking lot. The applicant is proposing removing the dumpster enclosure and storing the dumpster within the outdoor storage area. Since the outdoor storage area is required to be completely screened by a 100% opaque fence, the proposed placement would meet the requirements of the City Code. Grading, Drainage, Stormwater Management, and Erosion Control As the applicant is proposing an alteration of 5,000 square feet or more of land surface, they will need to follow “Rule J” and “Rule C” from the Riley Purgatory Bluff Creek Watershed District RPBCWD). The applicant will need to apply for and receive the relevant permits from the Watershed District before commencing with their project. The applicant will need to reconcile differences between the increases in impervious surfaces shown in the provided plan and HydroCAD analysis as well as provide a geotechnical analysis to demonstrate that they meet the City’s standards for volume control. Similarly, the applicant will need to demonstrate that once the reconciled impervious surface totals are used, the rate control requirements are still met. The applicant should also use the MSE3 rainfall distribution rather than the Type II distribution for the HydroCAD modeling. Future submittals should also show the 10-day snowmelt rate. Engineering has identified some concerns with elevations shown for the proposed drainage swale and draintile. The applicant should clarify the proposed elevation as well as the exact configuration of proposed stormwater infrastructure (see Engineering/Water Resources Memo for details). An operations and maintenance plan identifying the maintenance, inspection, and monitoring schedule and responsible party for this infrastructure will need to be recorded prior to construction activities. Finally, as part of the permitting process, the applicant will need to provide erosion control measures such as inlet protection, sediment control BMPs, and a rock construction entrance to prevent the migration of sediment off the construction site. Once grading is complete, the 11143 7851 Park Drive (Lakeshore Equipment) September 21, 2021 Page 7 applicant will need to reseed the drainage swale area with a wetland or stormwater pond seed mix rather than turf grass. CONDITIONAL USE PERMIT CRITERIA Sec 20-232 General Issuance Standards The Planning Commission shall recommend a Conditional Use Permit and the City Council shall issue such conditional use permits only if it finds that such use at the proposed location: 1. Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The property has maintained an outdoor storage area with minimal issues, aside from a dispute over the fence height which was resolved in 1991, since 1988. There is no reason to believe that expanding the outdoor storage area would negatively impact the neighborhood or the City. 2. Will be consistent with the objectives of the City's Comprehensive Plan and this chapter. Broadly speaking, the purpose of Chapter 20, Zoning, is to ensure the compatibility of uses, prevent the creation of nuisances and public health risks, conserve and enhance the City’s tax base, protect the environment (both natural and built), facilitate the provision of public services, and provide for the equitable use of property. The proposed expansion of the parcel’s outdoor storage area is in line with these objectives. Similarly, the City’s Comprehensive Plan seeks to, amongst other things, retain and expand existing businesses. The applicant’s proposed expansion of their business corresponds with that objective. 3. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The subject site is located in a mostly built out Industrial Office Park district. The proposed expansion to the existing outdoor storage area would not alter the existing or intended character of the district, and the proposed 2nd driveway access would be consistent with what is present on nearby parcels. The proposed landscaping would improve the curb appeal of the site and bring the property into compliance with current buffer yard standards and practices. 4. Will not be hazardous or disturbing to existing or planned neighboring uses. The locality is essentially fully developed and the existing outdoor storage area has not posed a hazard to the existing neighboring uses, nor has it disturbed their operations. There is no reason to believe that the proposed expansion would create a hazard or disturbance. 5. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems 12144 7851 Park Drive (Lakeshore Equipment) September 21, 2021 Page 8 and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Adequate public facilities and services are already present, and the proposed expansion to the existing outdoor storage area is not anticipated to meaningfully increase the sites use of those services. In the case of the City’s stormwater system, the applicant will mitigate the impact of the increased impervious surface through on-site systems, as required by the City and Watershed District. 6. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. Expanding the existing outdoor storage areas will not create any new requirements for public facilities and services, nor will it be detrimental to the economic welfare of the community. 7. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare due to excessive production of traffic, noise, smoke, fumes, glare, odors, rodents or trash. The existing outdoor storage area does not involve or cause any of the aforementioned, and the proposed expansion is not anticipated to alter this. 8. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. The existing drive does not create traffic issues, and the proposed second access is expected to improve access to the site and reduce the need for trucks to back into the site off of Park Drive. 9. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The proposed expansion of the existing outdoor storage area will not result in the loss or damage of any of these features. 10. Will be aesthetically compatible with the area. The proposed expansion of the existing outdoor storage area will be aesthetically compatible with the surrounding Industrial Office Park. 11. Will not depreciate surrounding property values. The expanded outdoor storage area is not anticipated to depreciate the property values of the surrounding industrial/office uses. 12. Will meet standards prescribed for certain uses as provided in this article. The expanded outdoor storage area will meet the standards required by Section 20-308 of the City Code. 13145 7851 Park Drive (Lakeshore Equipment) September 21, 2021 Page 9 Sec 20-308 Screened Outdoor Storage The following applies to screened outdoor storage: 1. All outdoor storage must be completely screened with 100 percent opaque fence or landscaped screen. The applicant is proposing to enclose the outdoor storage area with an eight foot high opaque fence, similar to what is currently present on the property. Additional screening in the form of landscaping is proposed to soften the visual impact of the fence and further screen the storage areas from public view. The proposed fence and landscaping will provide sufficient screening to meet this requirement. CUP 88-17’s condition that this fence be present and that no stored items shall project over the fence will be maintained as condition on the amended and restated permit and new condition requiring that the proposed landscaping be installed and maintained will be added to ensure the property maintains compliance with this requirement. RECOMMENDATION Staff recommends that the Planning Commission recommend that the City Council approves the amendment to Conditional Use Permit 88-17, subject to the following conditions, and adopts the attached Findings of Fact and Recommendation: 1) A building permit must be obtained prior to constructing the fence. 2) A zoning permit must be obtained prior to expanding the outdoor storage area. 3) All items stored in the outdoor storage area must be totally screened by an opaque 8-foot fence and no stored items shall project over the fence. 4) Trash containers must be stored in a fully screened location, i.e. within the outdoor storage area or separate screened trash enclosure. 5) Landscaping must substantially conform to landscape plans submitted to the City on August 19, 2021. 6) Expanded outdoor storage area must substantially conform to the plans submitted to the City on August 19, 2021. 7) The Conditional Use Permit must meet any and all conditions of the site plan approval for Site Plan 88-16. 8) The two existing trees proposed to be protected during construction shall have protection fencing installed around the trees prior to any construction. 9) The applicant shall construct the proposed driveway in accordance with City Standards for commercial driveways and apply for a Driveway Permit from the Engineering Department. 10) The applicant shall obtain any and all Riley Purgatory Bluff Creek Watershed District RPBCWD) permits prior to construction activities. 11) The applicant shall confirm the increase of impervious surfaces as the numbers on the plan are not consistent with the HydroCAD analysis. 12) The applicant shall provide a geotechnical analysis including soil borings. 14146 7851 Park Drive (Lakeshore Equipment) September 21, 2021 Page 10 13) Rate control requirements are shown to be met for the 2-, 10-, and 100-year runoff rates per the HydroCAD modeling results provided. Rate control should be reconfirmed once the updates the modeling have been completed. 14) The MSE3 rainfall distribution shall be used for HydroCAD modeling rather than the Type II distribution currently being used. 15) Rim of the 12” HDPE riser shall be modeled as a horizontal orifice rather than a vertical orifice. 16) The applicant shall show the 10-day snowmelt rate for future submittals. 17) The applicant shall provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party and shall be recorded prior to construction activities. 18) The bottom contour of the drainage swale is shown at a 932 and the invert of the 6” draintile below is at a 931.5 which would not provide any cover over the draintile. The applicant shall confirm elevations within the swale. 19) A detail for the outlet structure (Note 17 on the construction plans) shall be provided to confirm the HydroCAD modeling as it is not entirely clear how many pipes are coming in/leaving based on the information provided. a. Based on the information provided it appears the HydroCAD model should be updated so Devices #2 (exfiltration), #4 (4” orifice), and #5 (12” rim) should be routed to Device #3 (12” culvert) for the outlet of the drainage swale. 20) The applicant shall add erosion control measures such as inlet protection, sediment control BMPs, and rock construction entrance to the plans to avoid migration of sediment off the construction site. 21) The applicant shall provide elevation and location of the emergency overflow spillway for the swale. 22) The drainage swale shall be reseeded with a wetland or stormwater pond seed mix rather than turf grass. 23) The property may not be subdivided nor may the lot lines of the property be altered. ATTACHMENTS 1. Findings of Fact and Recommendation 2. Amended CUP 88-17 3. Development Review Application 4. Narrative 5. Civil Plans 6. Existing CUP 88-17 7. Landscaping Memo 8. Engineering/Water Resources Memo 9. Public Hearing Notice and Mailing List g:\plan\2021 planning cases\21-21 7851 park drive (lakeshore equipment)\staff report 7851 park drive cup amendment.docx 15147 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Barry Stock on behalf of Lotus Holdings, LLC for an amendment to Conditional Use Permit (CUP) 88-17 to expand the screened outdoor storage area at 7851 Park Drive. On September 21, 2021, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Barry Stock to amend CUP 88-17 for the property located at 7851 Park Drive preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1.The property is currently zoned IOP – Industrial Office Park District. 2.The property is guided by the Land Use Plan for Office Industrial. 3.The legal description of the property is: Lot 2, Block 3, Chanhassen Lakes Business Park 4.Sec 20-232 General Issuance Standards The Planning Commission shall recommend a Conditional Use Permit and the City Council shall issue such Conditional Use Permit only if it finds that such use at the proposed location: 1. Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The property has maintained an outdoor storage area with minimal issues, aside from a dispute over the fence height which was resolved in 1991, since 1988. There is no reason to believe that expanding the outdoor storage area would negatively impact the neighborhood or the City. 2. Will be consistent with the objectives of the City's Comprehensive Plan and this chapter. Broadly speaking, the purpose of Chapter 20, Zoning, is to ensure the compatibility of uses, prevent the creation of nuisances and public health risks, conserve and enhance the City’s tax base, protect the environment (both natural and built), facilitate the provision of public services, and provide for the equitable use of property. The proposed expansion of the parcel’s outdoor storage area is in line with these objectives. 16148 2 Similarly, the City’s Comprehensive plan seeks to, amongst other things, retain and expand existing businesses. The applicant’s proposed expansion of their business corresponds with that objective. 3. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The subject site is located in a mostly built out Industrial Office Park district. The proposed expansion to the existing outdoor storage area would not alter the existing or intended character of the district, and the proposed 2nd driveway access would be consistent with what is present on nearby parcels. The proposed landscaping would improve the curb appeal of the site and bring the property into compliance with current buffer yard standards and practices. 4. Will not be hazardous or disturbing to existing or planned neighboring uses. The locality is essentially fully developed and the existing outdoor storage area has not posed a hazard to the existing neighboring uses, nor has it disturbed their operations. There is no reason to believe that the proposed expansion would create a hazard or disturbance. 5. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Adequate public facilities and services are already present, and the proposed expansion to the existing outdoor storage area is not anticipated to meaningfully increase the site’s use of those services. In the case of the City’s stormwater system, the applicant will mitigate the impact of the increased impervious surface through on-site systems, as required by the City and Watershed District. 6. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. Expanding the existing outdoor storage areas will not create any new requirements for public facilities and services, nor will it be detrimental to the economic welfare of the community. 7. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare due to excessive production of traffic, noise, smoke, fumes, glare, odors, rodents or trash. The existing outdoor storage area does not involve or cause any of the aforementioned, and the proposed expansion is not anticipated to alter this. 8. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. 17149 3 The existing drive does not create traffic issues, and the proposed second access is expected to improve access to the site and reduce the need for trucks to back into the site off of Park Drive. 9. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The proposed expansion of the existing outdoor storage area will not result in the loss or damage of any of these features. 10. Will be aesthetically compatible with the area. The proposed expansion of the existing outdoor storage area will be aesthetically compatible with the surrounding Industrial Office Park. 11. Will not depreciate surrounding property values. The expanded outdoor storage area is not anticipated to depreciate the property values of the surrounding industrial/office uses. 12. Will meet standards prescribed for certain uses as provided in this article. The expanded outdoor storage area will meet the standards required by Section 20-308 of the City Code. 5.Sec 20-308 Screened Outdoor Storage The following applies to screened outdoor storage: 1. All outdoor storage must be completely screened with 100 percent opaque fence or landscaped screen. The applicant is proposing to enclose the outdoor storage area with an eight foot high opaque fence, similar to what is currently present on the property. Additional screening in the form of landscaping is proposed to soften the visual impact of the fence and further screen the storage areas from public view. The proposed fence and landscaping will provide sufficient screening to meet this requirement. CUP 88-17’s condition that this fence be present and that no stored items shall project over the fence will be maintained as a condition on the amended and restated permit and a new condition requiring that the proposed landscaping be installed and maintained will be added to ensure the property maintains compliance with this requirement. 6.The planning report #2021-21, dated September, 2021, prepared by MacKenzie Young- Walters, is incorporated herein. 18150 4 RECOMMENDATION The Planning Commission recommends that the City Council approve the amendment to Conditional Use Permit 88-17 subject to the following conditions: 1) A building permit must be obtained prior to constructing the fence. 2) A zoning permit must be obtained prior to expanding the outdoor storage area. 3) All items stored in the outdoor storage area must be totally screened by an opaque 8-foot fence and no stored items shall project over the fence. 4) Trash containers must be stored in a fully screened location, i.e. within the outdoor storage area or separate screened trash enclosure. 5) Landscaping must substantially conform to landscape plans submitted to the City on August 19, 2021. 6) Expanded outdoor storage area must substantially conform to the plans submitted to the City on August 19, 2021. 7) The Conditional Use Permit must meet any and all conditions of the site plan approval for Site Plan 88-16. 8) The two existing trees proposed to be protected during construction shall have protection fencing installed around the trees prior to any construction. 9) The applicant shall construct the proposed driveway in accordance with City Standards for commercial driveways and apply for a Driveway Permit from the Engineering Department. 10)The applicant shall obtain any and all Riley Purgatory Bluff Creek Watershed District RPBCWD) permits prior to construction activities. 11)The applicant shall confirm the increase of impervious surfaces as the numbers on the plan are not consistent with the HydroCAD analysis. 12)The applicant shall provide a geotechnical analysis including soil borings. 13)Rate control requirements are shown to be met for the 2-, 10-, and 100-year runoff rates per the HydroCAD modeling results provided. Rate control should be reconfirmed once the updates to the modeling have been completed. 14)The MSE3 rainfall distribution shall be used for HydroCAD modeling rather than the Type II distribution currently being used. 15)Rim of the 12” HDPE riser shall be modeled as a horizontal orifice rather than a vertical orifice. 16)The applicant shall show the 10-day snowmelt rate for future submittals. 17)The applicant shall provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party and shall be recorded prior to construction activities. 18)The bottom contour of the drainage swale is shown at a 932 and the invert of the 6” draintile below is at a 931.5 which would not provide any cover over the draintile. The applicant shall confirm elevations within the swale. 19)A detail for the outlet structure (Note 17 on the construction plans) shall be provided to confirm the HydroCAD modeling as it is not entirely clear how many pipes are coming in/leaving based on the information provided. 19151 5 a. Based on the information provided, it appears the HydroCAD model should be updated so Devices #2 (exfiltration), #4 (4” orifice), and #5 (12” rim) should be routed to Device #3 (12” culvert) for the outlet of the drainage swale. 20)The applicant shall add erosion control measures such as inlet protection, sediment control BMPs, and rock construction entrance to the plans to avoid migration of sediment off the construction site. 21)The applicant shall provide elevation and location of the emergency overflow spillway for the swale. 22)The drainage swale shall be reseeded with a wetland or stormwater pond seed mix rather than turf grass. 23)The property may not be subdivided nor may the lot lines of the property be altered. ADOPTED by the Chanhassen Planning Commission this 21st day of September, 2021. CHANHASSEN PLANNING COMMISSION BY: Chairman g:\plan\2021 planning cases\21-21 7851 park drive (lakeshore equipment)\cup findings of fact.docx 20152 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT NO. 1988-17 Amended and Restated October 11, 2021 – Planning Case #2021-21 1.Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an amended and restated Conditional Use Permit for screened outdoor storage in the Industrial Office Park (IOP) District which replaces Conditional Use Permit #1988-17 dated October 24, 1988. 2.Property. The permit is for the following described property ("subject property") in the City of Chanhassen, Carver County, Minnesota: Lot 2, Block 3, Chanhassen Lakes Business Park 3.Conditions. The permit is issued subject to the following conditions: 1) A building permit must be obtained prior to constructing the fence. 2) A zoning permit must be obtained prior to expanding the outdoor storage area. 3) All items stored in the outdoor storage area must be totally screened by an opaque 8-foot fence and no stored items shall project over the fence. 4) Trash containers must be stored in a fully screened location, i.e. within the outdoor storage area or separate screened trash enclosure. 5) Landscaping must substantially conform to landscape plans submitted to the City on August 19, 2021. 6) Expanded outdoor storage area must substantially conform to the plans submitted to the City on August 19, 2021. 7) The Conditional Use Permit must meet any and all conditions of the site plan approval for Site Plan 88-16. 8) The two existing trees proposed to be protected during construction shall have protection fencing installed around the trees prior to any construction. 9) The applicant shall construct the proposed driveway in accordance with City Standards for commercial driveways and apply for a Driveway Permit from the Engineering Department. 10)The applicant shall obtain any and all Riley Purgatory Bluff Creek Watershed District RPBCWD) permits prior to construction activities. 11)The applicant shall confirm the increase of impervious surfaces as the numbers on the plan are not consistent with the HydroCAD analysis. 12)The applicant shall provide a geotechnical analysis including soil borings. 13)Rate control requirements are shown to be met for the 2-, 10-, and 100-year runoff rates per the HydroCAD modeling results provided. Rate control should be reconfirmed once the updates to the modeling have been completed. 14)The MSE3 rainfall distribution shall be used for HydroCAD modeling rather than the Type II distribution currently being used. 21153 2 15)Rim of the 12” HDPE riser shall be modeled as a horizontal orifice rather than a vertical orifice. 16)The applicant shall show the 10-day snowmelt rate for future submittals. 17)The applicant shall provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party and shall be recorded prior to construction activities. 18)The bottom contour of the drainage swale is shown at a 932 and the invert of the 6” draintile below is at a 931.5 which would not provide any cover over the draintile. The applicant shall confirm elevations within the swale. 19)A detail for the outlet structure (Note 17 on the construction plans) shall be provided to confirm the HydroCAD modeling as it is not entirely clear how many pipes are coming in/leaving based on the information provided. a. Based on the information provided, it appears the HydroCAD model should be updated so Devices #2 (exfiltration), #4 (4” orifice), and #5 (12” rim) should be routed to Device #3 (12” culvert) for the outlet of the drainage swale. 20)The applicant shall add erosion control measures such as inlet protection, sediment control BMPs, and rock construction entrance to the plans to avoid migration of sediment off the construction site. 21)The applicant shall provide elevation and location of the emergency overflow spillway for the swale. 22)The drainage swale shall be reseeded with a wetland or stormwater pond seed mix rather than turf grass. 23)The property may not be subdivided nor the lot lines of the property be altered. 4.Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5.Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6.Criminal Penalty. Violation of the terms of this Conditional Use Permit is a criminal misdemeanor. 22154 3 Dated: CITY OF CHANHASSEN BY: Elise Ryan, Mayor SEAL) AND: Laurie Hokkanen, City Manager STATE OF MINNESOTA ) ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 20___, by Elise Ryan, Mayor, and by Laurie Hokkanen, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 952) 227-1100 23155 APPLICATION FOR DEVELOPMENT REVIEW surmittaroateSlaol5, ,"o","1 /et lll o",", ldtrr \at 6GDay Review Date lo tq Ia+ Section 1: Application Type (check all that apply) Refet to the a!4lrcpriate Applicatbn Checklist for requied submittal infomation that musl ffimpany this dpplitation) Comprehensive Plan Amendment E Minor MUSA line for failing on-site sewers Conditional Use Permit (CUP) E Single-Family Residence........... E ntt ottrers...... E Conditional Use Permit E Vacation E Metes & Bounds Subdivision (3 docs.) 300 1s0 E Lot Line Adjustrnent......................................... $1 50 E Final P1at...................... ....... $700 lncludes $450 escrow for attomey costs)' Additjonal escrow may be required fo. other applic€tions through the developrnent contracl. Vacation of Easements,/Right-of-way (VAC)........ $300 Additional recording Ees may apply) E Variance (VAR). .. . . .. . .................................. $200 E Wefland Alteration Permit (WAP) E Singl+.Family Residence..............................- $150EAllothers...... .....................$275 E zoning Appea|....................................................-. $100 fl zoning Ordinance Amendment (zoA)...-.....-..-.... $500 M!IE: lryhon mul0pb appllcadoG arr proccs3od coocunrnoy, tho apprcprlst iso shall b3 chargsd fo. oach application- 200 3 per address( ' 10 addresses) 50 per document E Site Plan Agreement E Wetland AlterationPermitnoeeas TOTAL FEE:$70s.00 Subdivision (SUB) E Create 3 lots or less ............. E a;;;i;;;ril -(- lots) E Metes & Bounds (2 lots)........... E Consolidate Lots............... ...... .. 600 100 325 425 tr 300 600 + $15 per lot tr tr u tr lnterim Use Permit (lUP) E ln coniunction with SingleFamily Residence.. $325 E All others...... ......................V25 Rezoning (REZ) fJ Planned Unit Development (PUD) .................. $750 E Minor Amendment to existing PUD................. $100 E Att Ottrers....,. ..-,....-,.............$500 Sign Plan Review. -...,........... ......$150 Site Plan Review (SPR) I Administrative ..................... $100 E Commercial/lndustrial Districts* . ... ... .-. .... .. ... ... $500 Plus $10 per 1,000 square feet of building area:( thousand square feet) lncJude number of gx]B[hg employees:* lnclude number of 498 employeG: E Residential Districts-,..............................,........ $500 Plus $5 per dwelling unit ( units) E Notification Sign (city to installand remove)............- E Property Owners' List within 500' (city to generate afrer pre.application mseting) E Escrow for Recording Documents (check all that apply) lnterim Use Permit Variance E Easements L- easements) Section 2: Required lnformation 7851 Park Dr. Parcel #251900180 Lot 2, Blk 3 Chanhassen Lakes Business Park Total Acreage: Present Zoning 4.17 Wetlands Present? Z Yes E Ho lndustrial Office Park District (lOP)Requested Zoning:lndustrial Office Park District (lOP) Requested Land Use Designation Office/lndustrialPresentLandUseDesignation . Office/lndustrial Existing Use of Property:640 sq. ft. office, 1200 sq. ft. showroom, 5442 assembly/warehouse, outside storage COiiUUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 553 17 Phone: (952) 227 -1100 I Fax: (952) 227-1110 CITYOI'CHNHASSIil Description of proposal: Amending existing Conditional Use permit to expand outside stotage atea. Property Address or Location: Legal Description: Echeck box if separate narrative is attached. 24156 Property Owner and Applicant lnformation APPLICANT OTHER THAN PROPERTY Off{ER: ln signing this appllcation, l, as applicant, represent to have obtained authorization from the poperty owner to file this application. lagree to be bound by conditions of approvat, subjec{ only to the right to object atthe hearings on the applicatbn or durhg the appeal period. lf this application tiis na i:een'signeO Oy the property owner, I have attached separate (bcumentation of tull legal capacity to fib 6e applicafon. This appliLtion ' should be proce€sed in my name and l.am lhe party whorn th€ City should contact regarding-any mater pertai;ing to this pplbation. I will keep myseff informed of the deadlines for submbsion of material ani rre progi':ss ot ttris applicition. IfurfierundeEtandthataddfionalfeesmaybechargedforconsultingfees, ieasibitity studies, e[c. wiur an estmate prior to any auhorization to proceed with Sre study. I cediry that the information and exhibits submitted are true and conect. Name: Barry Stock Conlad Barry Stock Phone: $12149o4742 612) 490-8742 Address:15018 Bridgswater Dr. City/Statezip: ssvage' MN 56378 Email: bstocftT@hofmil.corn sig n"gur". Barry A. Stock Otn*y rt !.d t sr, A Slod( Dd.: m21 .06- ll 1'll5l l 45S 8t13t21 PROPERTY OXflER: ln signlng this application, l, as property owner, have tull legal capacity to, and hereby do, authoriz8 the filing of $is application. I undeBtand that condifions of approval are binding and agree to be baund by those conditions, subject only to the righl to object at the hearings or during the appeal perMs. I will keep myself inbrmed of the deadlines for submi*sion of malerial and tfie progrs of this application. I furtfier undeGtand that additional fees may be charged for consulting fues, feasibility studies, etc. wi$ an estimate prior to any authorization to proceed with the study. I cerlify that the information and exhibits submitted are true and conect. Lotus Holdings LLC Cell: Fax: me Cell: Fax: he 612) 964-7568 Email: Signature: @m 3-Jt This applbation must be compleGd in full and musd be accompanied by all inforrEtion and plans requircd by applicaHe City Ordinance provisions. Bofore filing this apdi(Xion, r€{€r b the appopriate Applicrtion Checldist and confer with the Planning Department to determine the specific ordinance and applicable procedural requ irements and fees. A determination of completeness of the application shall be mde within 15 busine$ days of application submittal. A tl,ritten notic€ of appli€tton deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGII'IEER (if applicable) Name: Oudca Consulting and Eng[neerlng 6entrrct Eric Beadey Phone: (651) 964'46465775tNayzalaBlvd. Suite 700 CrtylSlalelZip:St.Louis Park, MN 55416 Cp;t: (651) 402-1670 Fax (651) 964-4643eric.beazley@quetica.com Address: Email Section 4: Notification lnformation Who ahould r€ceive copies of .tafr raporta?'Odlor Contac.t lnformaton: Name:ag atr Property Orvner Ma: Appli:ant VE: Engineer Vra: Olhef Vra: Mailed Paper Copy Mailed Paper Copy Mailed Pap€r Copy Mailed Paper Copy Email Email Email Email nantr Address: City/Statezip: Email: INSTRUCTIONS TO APPLICANT : Compleb all nec*sary form fields, th6n select SAVE FORf, to save a copy to your b city along with required documents and payment. SUB TT FORiI to send adigitaldevice. PRlt{T FOR and deliver SAVE FORM SUBMTT FORM Section 3: Name: 6e616d Mark He<lgB Phone: (612) 98l-7568Address. 10249 Yellov Cird€ D.. Suite 200 City/Stratezip: Minndonka' MN 55343 PRINT FORU copy to the city br processing. 25157 1 Lakeshore Equipment Company Conditional Use Permit Request City of Chanhassen August 19, 2021 7851 Park Dr. Chanhassen, MN 55317 Property Owner: Lotus Holdings LLC c/o Mark Hedge 7411 Frontier Trail Chanhassen, MN 55317 Submittal contents: This packet includes the following: (A) property details, (B) summary of proposal, (C) background, (D) project proposal, (E) General Issuance Standards for CUP per City Code Sec. 20-232, (F) supporting documents. 26158 2 A. Property details Site Address: 7851 Park Dr. Chanhassen, MN 55317 Legal Description: Lot 2, Blk. 3 Chanhassen Lakes Business Park Parcel ID#: 25-1900180 Parcel Size: 4.17 acres (181,645.2 sq. ft.) Zoning: IOP (Industrial Office Park) Existing CUP: Approved October 24, 1988 B. Summary of proposal Applicant is requesting approval of amend existing conditional use permit to expand outside storage area by 10,467 sq. ft. C. Background The subject property is owned by Lotus Holdings LLC. Lakeshore Equipment is currently leasing the subject property. Lakeshore Equipment was established nearly 35 years ago and has been operating at the subject site since 1988. Lakeshore Equipment is a full- service company offering dock and lift sales, installation, removal and repair. Lakeshore equipment offers a variety of docks, lifts and accessories from manufacturers like Floe, Porta-Dock, ShoreMaster and ShoreStation to help homeowners and businesses create the perfect personalized shoreline area. Lakeshore Equipment also provides an experienced service crew that will install or remove all manufacturer’s docks, boat houses, boat lifts and accessories as requested by the owner. Lakeshore Equipment provides maintenance, repair and fabrication services year round. The Chanhassen operation center includes an existing 7332 sq. ft. building consisting of 680 sq. ft. of office space, 1200 sq. ft. showroom and 5452 sq. ft. of assembly/warehouse area. The site also includes customer/employee parking and an outside storage area 28,377 sq. ft.). The parking areas consist of a bituminous surface while the remainder of the outside storage area has a Class five gravel surface. The outside storage area is also enclosed with an 8 foot chained link fence with appropriate mesh screening per City Code requirements. Currently Lakeshore Equipment has four (4) full-time employees operating out of the site. Annually an additional ten (10) part-time employees are hired to meet the seasonal work force needs associated with the business operation. 27159 3 Operating hours at the site are typically Monday – Friday, 8:30 a.m. – 5:00 p.m. During the busy spring season the site is also open on Saturdays 9:00 a.m. – 5:00 p.m. During a typical business week, the site will receive 3 – 5 daily deliveries from UPS and/or Fed Ex services. A single semi delivery is also common during the spring/summer seasons. On average – the business might also experience between 15 – 20 customers per day with usually no more than 3 customers at any one time. Given the seasonal nature of the business, daily customer traffic slows during the winter months. D. Project proposal: It is the desire of Lotus Holdings LLC. to maximize the development potential of the subject property in order to meet customer demand for products and services associated with Lakeshore Equipment’s business operation. At this time, that includes a request to amend the existing Conditional Use Permit to include an expansion of the outside storage area by approximately 10,467 sq. ft. To accommodate this expansion we are proposing to extend the outside storage area westerly to the 30 ft. front yard property setback line. The proposed site plan included with this application illustrates the proposed outside storage expansion as well as the employee and customer parking area. The proposed parking plan requirements are consistent with City Code Sec. 20-1124 (2w) and includes 13 parking stalls to be located outside of the enclosed fenced in area primarily to serve customers and 8 parking stalls within the fenced in area primarily for employee use. All parking stalls will be on a bituminous surface. The existing enclosed trash enclosure on the site will be relocated to an area within the enclosed outside storage area per the proposed site development plan. A landscape plan has also been prepared in accordance with City code requirement. To accommodate the proposed outside storage area expansion a number of existing evergreens will need to be removed. The landscape plan proposes to replace these trees within the wetland buffer area on the south side of the property. The placement of native trees within wetland buffer areas is a recommended storm water management practice. A storm drainage plan has also been prepared to meet all City and Watershed District requirements. Specific attention has been given to meet required wetland and buffer setbacks. A second driveway access to the site is being proposed to be located approximately 100 ft. south of the existing driveway. This new driveway entrance is intended to be used solely for the purpose of receiving deliveries from semi-trucks or extended trailers. Currently those vehicles must back into the site off of Park Dr. entering through our customer and employee parking. The new access point will improve safety for not only our employees and customers but also those using Park Dr. 28160 4 A large portion of the existing site is encumbered by wetlands and/or slopes not suitable for development. If the outside storage expansion is approved the total developed area will increase from 35,709 (Existing building – 7332 sq. ft. and existing outside storage/parking areas – 28,377) to 46,176 sq. ft. by the addition of 10,467 sq. ft. of new outside storage area. With the approval of the proposed outside expansion area the overall lot coverage ratio would equate to 25.42%. Well below the 70% lot coverage ratio maximum set forth in City Code. To address refuse disposal needs, an illustration has been included with the application to show how the collection of refuse will be handled by the service provider. It should also be noted that the gates to access the outside storage area will be an automated slider design. This being the case, the gate will only be open during those times that vehicles are entering or exiting the enclosed storage and building loading areas. E. General Issuance Standards for CUP per City Code Sec. 20-232 1. The proposed outside storage area expansion will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The outside storage area is being screened in accordance with City Code requirements. To the best of our knowledge no complaints from adjacent property owners, residents or customers have been received related to our operation. It is our intent to continue to operate in a manner that is beneficial to not only our business but the entire Chanhassen community. 2. The proposed project is consistent with the objectives of the city’s comprehensive plan and city code requirements. The City’s comprehensive plan clearly encourages business development and the continued preservation and enhancement of the City’s tax base. The Comprehensive plan also encourages business development to meet the service needs of its residents. 3. The proposed project has been designed and will be constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of the neighborhood. It is our opinion that landscaping plan as submitted will actually enhance the physical appearance of the site and the character of the neighborhood. We also believe that the relocation of the trash receptacle is also a site improvement. 4. The proposed project will not be hazardous or disturbing to existing or planned neighboring uses. The surrounding area is essentially full developed and the operation at the site in question has not materially changed in 33 years. The 29161 5 proposed outside storage expansion will be operated in accordance with past procedures. 5. The proposed project is adequately served by essential public services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools. No changes are being proposed to the existing City infrastructure and/or services. Refuse collection will continue to be provided by a local refuse disposal company. Storm drainage impact associated with the new development has been addressed through the provision of on-site storm drainage systems in accordance with City Code and Watershed District requirements. 6. The proposed project will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. No new additional requirements for public facilities and services will be need to address the proposed site development. 7. The proposed project will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. Business operations are intended to continue as they have in the past and the site development will not result in any additional traffic volume to the site 8. An additional driveway access is being proposed to the subject property along Park Dr. approximately 100 ft. south of the existing driveway access. This new access point will improve traffic flow along Park Dr. as semi-trucks and long trailers will no longer need to back into the site off of Park Dr. The distance separation between the two driveways into the site is also consistent with other building sites in the area. The proposed project will improve traffic flow and congestion not detract from it. 9. The proposed project will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. 10. The proposed project will be aesthetically compatible with the area. 11. The proposed project will not depreciate surrounding property values. 12. The proposed project will meet all standards and/or conditions for outside storage as provided per City Code. 30162 6 F. Supporting documents included with application: 1. Property Title Commitment 2. Site development and civil plans 3. Wetland Delineation 4. ALTA Survey 31163 7 Looking southeast into the site. 32164 8 Looking east into the site 33165 DATE: 8.18.2021CHECKED BY: DRAWN BY: A. AndersonPROJECT NO.: 21XXXREVISION:0PRELIMINARYNOT FOR CONSTRUCTION7851 Park Dr.Chanhassen, MN 55317XXXXXX9.4.2020C0-1COVERWARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.EXTREME CAUTION MUST BE EXCERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY166 PARKDRIVEPARK COURT WETWET WETWET WET WET WET WET WET WET WET WET WET WETWET WET WET WET WET WET WET WET 9 X X X X X X X X X X XX XXXX XINSTALL TREE PROTECTION AROUND EXISTING TREE TO REMAIN SAVE EXISTING TREE IF POSSIBLE CHANGE CASTING TO FLAT SOLID MANHOLE COVER PROTECT EXISTING WATER VALVE TO REMAIN SAWCUT AT EDGES OF REMOVALS REMOVE 2' OF BITUMINOUS AT PROPOSED DRIVEWAY SAWCUT AT EDGES REMOVE AND SALVAGE EXISTING FENCE AND GATE REMOVE AND DISPOSE TRASH ENCLOSURE AND CONCRETE PAD PROTECT EXISTING BUILDING TO REMAIN REMOVE AND DISPOSE EXISTING CURB AND GUTTER DATE: 8.18.2021CHECKED BY: DRAWN BY: A. AndersonPROJECT NO.: 21XXXREVISION:0PRELIMINARYNOT FOR CONSTRUCTION7851 Park Dr.Chanhassen, MN 55317XXXXXX9.4.2020THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATION OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES AND OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. EXTREME CAUTION MUST BE EXCERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES.THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.NOTES:1.SEE THE NOTES SHEET (C4- 1) FOR FULL REMOVALS NOTES,WHICH ARE INTEGRAL TO THIS PLAN SHEET.2. PROTECT EXISTING CURB AND GUTTER ALONG STREETS AND OTHERWISE, EXCEPT AS NOTED. 3.SAWCUT ALL EDGES (ALONG REMOVAL AREAS) OF PAVEMENT CURB/GUTTER.4.PROTECT EXISTING STREETS AND ALLEY.5.PROTECT ADJACENT PROPERTIES 6.CONTRACTOR RESPONSIBLE FOR CLEANING DEBRIS TRACKED OFF SITE.X X PLACE SILT FENCE AROUND PERIMETER OF DISTURBED AREA ROW BOUNDARY PROPERTY LINE CONSTRUCTION LIMITS REMOVE AND DISPOSE ALL SURFACE FEATURES INCLUDING, BUT NOT NECESSARILY LIMITED TO, BRUSH, DEBRIS, CURB AND GUTTER, PAVEMENT,SIGNS, BUILDINGS, LANDSCAPING, ETC. EXCEPT WHERE NOTED. STOCK PILE167 PARKDRIVEPARK COURT WETWET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET12 9 920. 0 925. 0 930. 0 917. 0 918.0 919.0 921.0 922.0 923.0 924.0 926.0 927.0 928.0 929.0 931.0 920.0920. 0 920. 0 920. 0 920. 0925.0925. 0925. 0 925. 0 925. 0930.0930. 0 930. 0 930. 0930.0917. 0 917. 0 917. 0 917. 0918.0 918.0 918.0 918.0919. 0 919. 0 919. 0 919. 0921.0921. 0 921. 0 921. 0 921. 0922.0 922.0 922.0 922.0 922. 0923. 0923.0923. 0 923. 0 923. 0924.0924. 0924.0 924.0 924.0926. 0926.0926. 0 926. 0 926. 0927.0927. 0927.0 927.0 927.0928. 0928. 0 928. 0 928. 0928.0929. 0929.0 929.0 929.0929. 0931. 0931.0 931.0931. 0931.0931. 0 935. 0934. 0 936.0 936. 0 936. 0 937. 0 935. 0 935. 0935.0935.0 935.0 934. 0 934. 0 934. 0934.0 934.0 934.0936. 0 936.0 936.0936.0936. 0936.0 936. 0 93 7 0 937. 0 937.0 937.0937.0937. 0 937.0 9359349339369379409399389.0' TYP.18. 0'TYP.TRASH 20. 0'100.0' 30.0'TBC = 935.5 GL = 935.0 MATCH EX.R20. 0'R32. 0'R50.0' R20.0' TBC = 935.2 GL = 934. 7 TBC = 932. 84 GL = 932.34 MATCH EX. TBC = 934.5 GL = 934. 0 GL = 934.0 2% 1% 3%3% GL = 9 3 3. 9 TBC = 934.97 GL = 934.47 TOC = 936. 52 MATCH EX.TOC = 935. 11 MATCH EX.TOP = 932.40 MATCH EX.TOP = 935.06 MATCH EX.DT DT DT DT GND = 9 3 3.7 GND = 9 3 3.7 GND = 9 3 3.7 933 932 932 931 930 929 928 DATE: 8. 18. 2021CHECKED BY: DRAWN BY: A. AndersonPROJECT NO.: 21XXXREVISION:0PRELIMINARYNOT FOR CONSTRUCTION7851 Park Dr. Chanhassen, MN 55317XXXXXX9. 4.2020C2-1SITE AND GRADINGPLANROW EASEMENT PROPERTY LINE 1 PROPOSED TRASH CONTAINER AREA 2 PROPOSED GRAVEL STORAGE AREA 3 WETLAND BUFFER ZONE LIMIT - WATERSHED REQUIRES AVERAGE OF 80' FOR HIGHEST QUALITY WETLAND PER WATERSHED REQMNT.2 3 3 4 WETLAND DELINEATION LIMIT 4 WET WET WETLAND DELINEATION LIMIT WETLAND BUFFER LIMIT 5 PROPOSED STORM WATER SWALE @ 1%5 6 6 12" RIP-RAP APRON 7 7 PROPOSED FENCE LOCATION PER MANUFACTURER SPECIFICATIONS EXISTING GRAVEL SURFACE PROPOSED GRAVEL SURFACE PROPOSED DITCH 8 8' FENCE ALONG PARK DRIVE SETBACK 8 9 2' RIBBON CURB 9 10 PROPOSED ONE WAY ENTRY DRIVEWAY PER CITY STANDARDS)11 2' NOSE DOWN CURB 12 1' CONCRETE RIBBON CURB 10 11 12 13 PROPOSED SECURITY GATE 13 13 1 Feet 1:239.9999 4020010 Site Summary:Zone: IOP - Industrial Office Park District Parking Setback Front: 30 Feet or 10 Feet with 100% screening 5' above parking lot Rear: 10 Feet Side Yards: 25 Feet EXISTING PARKING: 19 STALLS PROPOSED PARKING: 21 STALLS REQUIRED STALLS: 21 STALLS (ASSUMING Storage, wholesale, or warehouse establishments and 1000 SF office space) and Employee count provided by owner.EXISTING OUTDOOR STORAGE SPACE: 28400 SF PROPOSED OUTDOOR STORAGE SPACE: 38800 SF CITY WETLAND BUFFER: 50' FOR HIGHEST QUALITY WETLAND 11 11 11 14 WETLAND BUFFER MONUMENT PER CITY STANDARDS 14 14 15 PATCH BITUMINOUS PER CITY STANDARDS 15 16 10' - 12" HDPE @ 2% INV = 931 16 NOTES:1.SEE THE NOTES SHEET (C4-1) FOR FULL SITE PLAN NOTES, WHICH ARE INTEGRAL TO THIS PLAN SHEET.2.CONTRACTOR TO MAINTAIN ACCESS TO THE FIRE DEPARTMENT CONNECTION FOR FIRE DEPARTMENT PERSONNEL AT ALL TIMES DURING THE CONSTRUCTION PERIOD.3.SEE THE REMOVALS PLAN FOR PROTECTION OF EXISTING FEATURES, INFRASTRUCTURE AND UTILITIES TO REMAIN.4. THE REMOVAL, PRUNING, AND/OR PLANTING OF TREES IN THE PUBLIC BOULEVARD REQUIRES AN APPROVED PERMIT FROM THE CITY FORESTER. ANY WORK MUST BE COMPLETED BY A LICENSED TREE CONTRACTOR.5.INSPECTION CONTACT: THE DEVELOPER SHALL CONTACT THE RIGHT OF WAY INSPECTOR ONE WEEK PRIOR TO BEGINNING WORK TO DISCUSS TRAFFIC CONTROL, PEDESTRIAN SAFETY AND COORDINATION OF ALL WORK IN THE PUBLIC RIGHT OF WAY. NOTE: IF A ONE WEEK NOTICE IS NOT PROVIDED TO THE CITY, ANY RESULTING DELAYS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.6.AS PART OF THE ROW PERMITTING PROCESS, TWO WEEKS BEFORE ANY WORK BEGINS THAT IMPACTS THE ROW IN ANY WAY THE DEVELOPER SHALL PROVIDE TO THE ROW INSPECTOR THE NAME AND CONTACT INFORMATION OF THE CONSTRUCTION PROJECT MANAGER OR CONSTRUCTION PROJECT SUPERINTENDENT. IF THIS INFORMATION IS NOT PROVIDED THERE MAY BE A DELAY IN OBTAINING PERMITS FOR THE WORK IN THE ROW. SAID DELAYS WILL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER 7.A FOUR- SIDED TRENCH BOX IS REQUIRED ON ALL EXCAVATIONS DEEPER THAN 5 FEET WHERE UNDERGROUND WORK OR INSPECTION IS TO BE PERFORMED BY SPRWS. FOR ALL WET TAPS TO BE PERFORMED BY SPRWS, A MINIMUM TRENCH BOX SIZE OF 8 FEET HIGH X 8 FEET WIDE X 10 FEET LONG IS REQUIRED. LADDERS ARE REQUIRED AND MUST EXTEND 3 FEET ABOVE THE SURFACE OF THE TRENCH.SIDEWALKS, PAVEMENTS, DUCTS AND APPURTENANT STRUCTURES SHALL NOT BE UNDERMINED UNLESS A SUPPORT SYSTEM OR ANOTHER METHOD OF PROTECTION IS PROVIDED. TRENCHES IN EXCESS OF 20 FEET IN DEPTH MUST BE SIGNED OFF BY A REGISTERED PROFESSIONAL ENGINEER. EXCAVATED MATERIAL MUST BE KEPT A MINIMUM OF 2 FEET FROM THE EDGE OF THE TRENCH.8.CONSTRUCTION IN THE RIGHT OF WAY: ALL WORK ON CURBS, DRIVEWAYS, AND SIDEWALKS WITHIN THE PUBLIC RIGHT OF WAY MUST BE DONE TO CITY STANDARDS AND SPECIFICATIONS BY A CONTRACTOR LICENSED TO WORK IN THE CITY RIGHT-OF-WAY UNDER A PERMIT FROM PUBLIC WORKS SIDEWALK SECTION. SIDEWALK GRADES MUST BE CARRIED ACROSS DRIVEWAYS.9.RIGHT OF WAY RESTORATION: RESTORATION OF ASPHALT AND CONCRETE PAVEMENTS ARE PERFORMED BY THE PUBLIC WORKS STREET MAINTENANCE DIVISION. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT TO THE CITY FOR THE COST OF THE RESTORATIONS. 168 WET WET WET WET WET WET WET WET WET WET WET WET 12 920.0 925.0 930.0 921.0 922.0 923.0 924.0 926.0 927.0 928.0 929.0 931.0 920. 0925. 0930.0917. 0 918. 0 919. 0 921. 0922. 0923.0924. 0926.0927. 0928.0929. 0931.0935. 0 934. 0 936. 0 936.0 936.0 937.0 935. 0935. 0934.0 934.0936.0936. 0936. 0936.0937 0937. 0 937. 0 935 934933936937940939938 dwgmodels. com dwgmodels. com dwgmodels.com DT DT DT DT DT DT DT DT 933 932 932 931 930 929 928 DATE: 8.18.2021CHECKED BY: DRAWN BY: A. AndersonPROJECT NO.: 21XXXREVISION: 0PRELIMINARYNOT FOR CONSTRUCTION7851 Park Dr.Chanhassen, MN 55317XXXXXX9.4.2020THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATION OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,VALVES AND OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIROR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.C3-1LANDSCAPINGPLANEASEMENT PROPERTY LINE WET WET WETLAND DELINEATION LIMIT WETLAND BUFFER LIMIT Feet 1:119.9999 201005 dwgmodels.com PLANTING SCHEDULE TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY Type Ar Acer rubrum Red Maple 2.5" B&B 3 Overstory Gi Gleditsia triacanthos inermis, spp. Honeylocust 2.5" B&B 2 Overstory Pg Picea glauca Spruce, White 8' B&B 7 Overstory Lx Lonicera xylosteum Emerald Mound Honeysuckle # 2 Potted 8 Shrub Mp Malus ‘ Prairifire’ Prairifire Crabapple 2. 5" B&B 3 Understory Ms Malus ‘Spring Snow’ Spring Snow Crabapple 2.5" B&B 2 Understory Lx 8 Mp 3 Ms 2 Pg 7 Ar 3 Gi 2 LANDSCAPING NOTES:1.SEE C5-1 FOR LANDSCAPING DETAILS AND NOTES.2.RESEED DISTURBED AREAS WITH TWIN169 DATE: 8.18.2021CHECKED BY: DRAWN BY: A. AndersonPROJECT NO.: 21XXXREVISION:0PRELIMINARYNOT FOR CONSTRUCTION7851 Park Dr.Chanhassen, MN 55317XXXXXX9.4.2020A.The existing conditions information shown on these plans are per a survey completed by Bohlen Surveying & Associates on 1-7-2021.B.Contractor to verify building dimensions, and utility and basement depths.C.Utility information from plans and markings was combined with observed evidence of utilities to develop a view of the underground utilities shown hereon. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, excavation may be necessary.D.Other underground utilities of which we are unaware may exist. Verify all utilities critical to construction or design.E.Some underground utility locations are shown as marked onsite by those utility companies whose locators responded the Gopher State One Call.F.Existing conditions, including buried structures and utilities, have been shown hereon are subject to the following restrictions:1.Utility operators do not consistently respond to locate requests.2.Utility operators that do respond often will not locate services from their main line to the customer's structure or facility - they consider those segments private installations that are outside of their jurisdiction.If a private service to an adjoiner's site crosses this site, or a service to this site crosses an adjoiner's site, it may not be located since most operators will not mark such “ private” services.3.Snow and ice during winter months may obscure otherwise visible evidence of a buried structure or utility.4.Maps provided by operators, either along with a field location or in lieu of such a location, are often inaccurate or inconclusive.A.The Contractor shall take all precautions necessary to avoid property damage to adjacent properties during the construction phase of the project. The Contractor will be held responsible for any damages to adjacent properties occurring during the construction phase of this project.B.The Contractor will be responsible for providing and maintaining traffic control devices such as barricades, warning signs, directional signs, flagmen and lights to control the movement of traffic where necessary.Placement of these devices shall be approved by the Owner prior to placement. Traffic control devices shall conform to the appropriate Minnesota Department of Transportation standards.C.In accordance with generally accepted construction practices, the Contractor will be solely and completely responsible for conditions on the job site, including safety of all persons and property during the performance of the work. This requirement will apply continuously and not be limited to normal working hours.D.The duty of the developer or engineer to conduct construction review of the Contractor's performance is not intended to review the adequacy of the Contractor's safety measures in, or near the construction site.E.Before beginning construction, the Contractor shall comply with the erosion control plan and/or permit.F.The Contractor shall field verify locations and elevations of existing utilities and topographic features prior to commencement of construction activity. The Contractor shall notify the engineer of any discrepancies or variations from the plans.G.Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.H.Unless otherwise indicated, demolition waste becomes property of Contractor.I.If appropriate, refer to the environmental plans and specifications for hazardous material remediation.J.Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.K. Provide protection to allow safe passage of people around selective demolition area and to and from occupied portions of building.L.Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.M.Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations.N.Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.O.Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an approved landfill.P.Do not allow demolished materials to accumulate on-site.Q.Clear and grub and remove all trees, vegetation and site debris prior to grading. All removed material shall be hauled from the site daily. All clearing and grubbing and removals shall be performed per the contract specifications. Erosion control measures shall be immediately established upon removal.DEMOLITION NOTES A.All paving, concrete curb, gutter and sidewalk shall be furnished and installed in accordance with the requirements of the City of Chanhassen. See Architectural and Landscape plans for additional hardscape applications.B.The City department of engineering, building inspections department and the construction engineer shall be notified at least 48 hours prior to work within the street right of way (sidewalk,street or driveways). C.Minnesota state statute requires notification per Gopher State One Call prior to commencing any grading, excavation or underground work.D.See contract specifications for any removal details.E.Before beginning construction, the Contractor shall comply with the erosion control plan and/or permit.F.The Contractor shall field verify locations and elevations of existing utilities and topographic features prior to commencement of construction activity. The Contractor shall notify the engineer of any discrepancies or variations from the plans.G.The Contractor will be responsible for providing and maintaining traffic control devices such as barricades, warning signs, directional signs, flagmen and lights to control the movement of traffic where necessary. Placement of these devices shall be approved by the Owner prior to placement. Traffic control devices shall conform to the appropriate Minnesota Department of Transportation standards.H.In accordance with generally accepted construction practices, the Contractor will be solely and completely responsible for conditions on the job site, including safety of all persons and property during the performance of the work. This requirement will apply continuously and not be limited to normal working hours.I.The duty of the developer or engineer to conduct construction review of the Contractor's performance is not intended to review the adequacy of the Contractor's safety measures in, or near the construction site.J.Any sign or fixture removed within the right of way, or as part of the site work shall be replaced by the contractor in accordance with the city requirements.K.Clear, grub and remove all trees, vegetation and site debris prior to grading. All removed material shall be hauled from the site daily. All clearing and grubbing and removals shall be performed per the contract specifications. Erosion control measures shall be performed per the contract specifications.L.Pedestrian ramps shall be provided at the locations shown.M.The Contractor shall saw-cut bituminous and concrete pavements as required per the specifications.N.Concrete curb and gutter to be B612, except where otherwise noted.O.The contractor shall be required to obtain all permits from authorities and regulatory agencies having jurisdiction over this site and the adjacent right of ways, as required, prior to beginning work.P.Except for stripped topsoil and other materials indicated to be stockpiled or otherwise remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site.Q.Salvageable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises. R.Do not commence site-clearing operations until temporary erosion- and sedimentation-control and plant-protection measures are in place.S.Soil Stripping, Handling, and Stockpiling: Perform only when the topsoil is dry or slightly moist.T.Protect and maintain benchmarks and survey control points from disturbance during construction.U.Locate and clearly identify trees, shrubs, and other vegetation to remain, or to be relocated.V.The intent of the proposed construction is to preserve as much of the existing pavement, curb and gutter and sidewalk as possible. Protect existing site improvements to remain from damage during construction.W.Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:1)Notify Owner not less than [two] 2 days in advance of proposed utility interruptions.2)Do not proceed with utility interruptions without Owner's written permission. X.Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated.Y.Remove sod and grass before stripping topsoil.Z.Strip topsoil to full depth in a manner to prevent intermingling with underlying subsoil or other waste materials.AA.Remove subsoil and nonsoil materials from topsoil, including clay lumps, gravel, and other objects more than 2 inches in diameter; trash, debris, weeds, roots, and other waste materials.BB.DO NOT remove or disturb or damage site improvements outside of the project limits, including but not limited to, parking meter signs, lights, signs, sidewalks, fencing, structures, etc.SITE PLAN NOTES A.All disturbed areas are to receive a minimum of 4-inches of topsoil mixed with 2-inches of compost (for a total of 6-inches), and sod or seed. These areas shall be watered by the Contractor until the sod or seed is growing in a healthy manner. See Landscape plan for more information.B.The Contractor shall take all precautions necessary to avoid property damage to adjacent properties during the construction phase of the project. The Contractor will be held responsible for any damages to adjacent properties occurring during the construction phase of the project.C.The Contractor will be responsible for providing and maintaining traffic control devices such as barricades, warning signs, directional signs, flagmen and lights to control the movement of traffic where necessary. Placement of these devices shall be approved by the Owner prior to placement. Traffic control devices shall conform to the appropriate Minnesota Department of Transportation standards.D.In accordance with generally accepted construction practices, the Contractor will be solely and completely responsible for conditions on the job site, including safety of all persons and property during the performance of the work. This requirement will apply continuously and not be limited to normal working hours.E.The duty of the developer or engineer to conduct construction review of the Contractor's performance is not intended to review the adequacy of the Contractor's safety measures in, or near the construction site.F.The contractor shall be required to obtain all permits from authorities and regulatory agencies having jurisdiction over this site, as required, prior to beginning work.G.Before beginning construction, the Contractor shall comply with the erosion control plan and/or permit.H.The Contractor shall field verify locations and elevations of existing utilities and topographic features prior to commencement of construction activity. The Contractor shall notify the engineer of any discrepancies or variations from the plans.I.Backfill: Soil material used to fill an excavation.J.Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill.K.Fill: Soil materials used to raise existing grades. L.Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during earth moving operations.1.Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction.2.Provide alternate routes around closed or obstructed traffic ways if required by Owner or authorities having jurisdiction.M.Do not conduct work on adjoining property unless directed by Engineer.N.Do not commence earth-moving operations until temporary erosion- and sedimentation-control measures are in place.O.General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations.P.Satisfactory Soils: Soil Classification [Groups GW, GP, GM, SW, SP, and SM according to ASTM D 2487] [Groups A- 1, A-2-4, A-2-5, and A-3 according to AASHTO M 145], or a combination of these groups; free of rock or gravel larger than 3 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter.Q.Unsatisfactory Soils: Soil Classification [Groups GC, SC, CL, ML, OL, CH, MH, OH, and PT according to ASTM D 2487] [Groups A-2- 6, A-2-7, A-4, A-5, A-6, and A-7 according to AASHTO M 145], or a combination of these groups. 1.Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction.R.Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/ 2-inch (37.5-mm) sieve and not more than 12 percent passing a No. 200 (0.075-mm) sieve.S.Drainage Course: Narrowly graded mixture of washed, crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1- 1/2-inch (37.5-mm) sieve and 0 to 5 percent passing a No. 8 (2.36-mm) sieve.T.Sand: ASTM C 33; fine aggregate.U.Install Detectable Warning Tape above constructed utilities. Detectable warning tape is defined as: Acid- and alkali-resistant, polyethylene film warning tape manufactured for marking and identifying underground utilities, a minimum of 6 inches wide and 4 mils thick, continuously inscribed with a description of the utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 30 inches deep; colored as follows:1. Red: Electric.2.Yellow: Gas, oil, steam, and dangerous materials.3.Orange: Telephone and other communications.4.Blue: Water systems.5.Green: Sewer systems.V.Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earth moving operations.W.Protect and maintain erosion and sedimentation controls during earth moving operations.X.Protect subgrades and foundation soils from freezing temperatures and frost. Remove temporary protection before placing subsequent materials. Y.If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials.Z.Before beginning construction the contractor shall install a temporary rock entrance pad at all points of vehicle exit from the project site. Said rock entrance pad shall be maintained by the contractor for the duration of the project.AA.Erosion and sedimentation control measures shall be established around the entire site perimeter and in accordance with NPDES permit requirements (if applicable), best management practices,City requirements and the details shown in the project plans.AB.All entrances and connections to City streets shall be performed per the requirements of the City. The contractor shall be responsible for all permits and notifications as required by the City.AC.Filtration basins shall not be constructed until all upstream areas have been established.AD.Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch. If applicable, extend excavations a sufficient distance from structures for placing and removing concrete formwork,for installing services and other construction, and for inspections.1.Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work.2.Excavation for Underground Tanks, Basins, and Mechanical or Electrical Utility Structures: Excavate to elevations and dimensions indicated within a tolerance of plus or minus 1 inch. Do not disturb bottom of excavations intended as bearing surfaces.AE. Excavations at Edges of Tree- and Plant-Protection Zones:3.Excavate by hand to indicated lines, cross sections, elevations, and subgrades. Use narrow- tine spading forks to comb soil and expose roots. Do not break, tear, or chop exposed roots. Do not use mechanical equipment that rips, tears, or pulls roots.AF. Place backfill on subgrades free of mud, frost, snow, or ice.AG. Place backfill and fill soil materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand-operated tampers.1.Under structures, building slabs, steps, and pavements, scarify and recompact top 12 inches of existing subgrade and each layer of backfill or fill soil material at 98 percent.2.Under walkways, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 95 percent.3.Under turf or unpaved areas, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 85 percent.AH. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated.1.Provide a smooth transition between adjacent existing grades and new grades.2.Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances.AI. Site Rough Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances:1.Turf or Unpaved Areas: Plus or minus 1inch2.Walks: Plus or minus 1 inch 3. Pavements: Plus or minus 1/2 inch GRADING, DRAINAGE & EROSION CONTROL NOTESEXISTING CONDITIONS NOTES C4- 1NOTESBM BENCHMARK BLDG BUILDING BNDY BOUNDARY BFP BACK FLOW PREVENTER CB CATCH BASIN CF CUBIC FEET CFS CUBIC FEET PER SECOND CL CENTERLINE CMP CORRUGATED METAL PIPE CND CONDUIT CO CLEANOUT COMM COMMUNICATION CONC CONCRETE COR CORNER CTR CENTER CTRL CONTROL CV CONTROL VALVE CY CUBIC YARD DA DATUM DEG DEGREE DEPT DEPARTMENT DIA DIAMETER DIM DIMENSION DIP DUCTILE IRON PIPE DOT DEPARTMENT OF TRANSPORTATION EA EACH EC EDGE OF CURB EG EXISTING GRADE EOF EMERGENCY OVERFLOW EPA ENVIRONMENTAL PROTECTION AGENCY ESMT EASEMENT ELEV ELEVATION EX EXISTING EXP EXPANSION FFE FINISH FLOOR ELEVATION FNC FENCE FOC FACE OF CURB FT FEET G GAS OR GAS LINE GA GAGE GAL GALLON GB GRADE BREAK GL GUTTER FLOW LINE GND GROUND GW GROUND AT BASE OF RET. WALL GV GATE VALVE HAZMAT HAZARDOUS MATERIAL HDPE HIGH DENSITY POLYETHYLENE HDWL HEADWALL HWL HIGH WATER LEVEL HP HIGH POINT HV HOSE VALVE HWY HIGHWAY HYD HYDRANT INV INVERT ELEVATION IOS INVERT OF SWALE PAVT PAVEMENT PE POLYETHYLENE (PLASTIC)PERF PERFORATED PC POINT OF CURVE PL PROPERTY LINE PP POWER POLE PRKG PARKING PRV PRESSURE RELIEF VALVE PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE (PLASTIC) RC REINFORCE CONCRETE RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY RR RAIL ROAD SAN SANITARY SCH SCHEDULE SD STORM DRAIN SF SQUARE FEET SOV SHUT OFF VALVE SS SANITARY SEWER STA STATION STD STANDARD SW SIDEWALK SY SQUARE YARD T TELEPHONE TBC TOP BACK OF CURB TD TRENCH DRAIN TOB TOP OF BITUMINOUS TOC TOP OF CONCRETE TOD TOP OF DECK TOP TOP OF PAVEMENT TOS TOP OF SIDEWALK TW TOP OF RETAINING WALL TYP TYPICAL VA VARIES VB VALVE BOX VC VERTICAL CURVE VG VALLEY GUTTER VIF VERIFY IN FIELD VOL VOLUME W WATER LINE WM WATER METER WTR WATER WW WASTE WATER WWF WELDED WIRE FABRIC CIVIL PLAN ABBREVIATIONS Standard Erosion Control Notes for RPBCWD Development Reviews C1.The erosion control plan must include the following notes:a.Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible.b.Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization.c.Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. d.Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed.e.All temporary erosion and sediment control BMPs must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the District.f.All temporary erosion and sediment control BMPs must be removed upon final stabilization.g.Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of the soil profile while taking care to protect utilities, tree roots, and other existing vegetation.h.All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water, within 14 days elsewhere.i.The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land-disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the District on request.AIS Note for RPBCWD Development Reviews (Rules B, D, E, F, G)Activities must be conducted so as to170 ENDS SECURLY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI ZIP TIE BUTT JOINTS 1 SEE MnDOT SPECS 2573 & 3891 MANUFACTURED ALTERNATIVES LISTED ON MnDOT's APPROVED PRODUCT LIST MAY BE SUBSTITUTED. GEOTEXTILE SOCK BETWEEN 4-10 FT. LONG AND 4-6 INCH DIAMETER. SEAM JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR HEAT BONDED (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC 3137 TABLE 3137-1; CA-3 GRADUATION. 1 INLET PROTECTION ROCK LOG not to scale GEOTEXTILE FABRIC, 36-INCH WIDTH POST LENGTH, 5-FEET MIN. AT 6-FOOT MAX. SPACING MACHINE SLICE 8" - 12" DEPTH 6" FLAP DIRECTION OF SURFACE RUNOFF FLOW PLASTIC ZIP TIES 50 LB TENSILE) LOCATED IN TOP 8-INCHES 24-INCH MIN. POSTEMBEDMENTSTANDARD MACHINE SLICED SILT FENCE TO PROTECT AREAS FROM SHEET FLOWLIGHTDUTYSILT FENCEnot to scale BIOLOG/SEDIMENT SOCK DISTURBED (WORK) AREA FLOW 100101102 DISTURBED WORK) AREA AREA TO BE PROTECTED FLOW AREA TO BE PROTECTED CROSS-SECTION PLAN NOTE: FILTER SOCK SIZED TO SUIT CONDITIONS APPROVED COMPACTED SUBGRADE 18" RECYCLED ASPHALT APPROVED COMPACTED SUBGRADE AGGREGATE SURFACE COMPACTED TO 98% STND. PROCTOR DENSITY AGGREGATE SURFACING not to scale CONCRETE RIBBON AND LAY DOWN CURB not to scale CONTROL JOINT DETAIL NOT TO SCALE EXPANSION JOINT NOT TO SCALE COMPRESSIBLE JOINT FILLER 1/ 2" MIN. THICKNESS) URETHANE SELF LEVELING POURABLE SEALANT LOCATIONS AS NOTED IN SPECIFICATIONS OR SHOWN ON PLAN. NEW SLOPED CONC.WALK W/ NON- SLIP BROOM FINISH.CONCRETE CONCRETE VALLEYGUTTER NOTTO SCALEPAVEMENT/ASPHALT EDGEP.I.VEGETATED SWALE WITH UNDERDRAIN TYP.NOT TO SCALE OUTLET STANDPIPE DETAIL NOT TO SCALE PERFORATED STANDPIPE DIA. = DIAMETER OF PIPE RIGID PIPE)GRATE 1" - 2" DIA. ROCK CONE EQUAL TO 12 THE HEIGHT OF THE STANDPIPE 1.5' TYP171 1S E1 2S E2 5S Roof 3P CB CB 4P Total Discharge 6P CB Downspouts Routing Diagram for 7851Existing Prepared by Quetica LLC , Printed 8/18/2021 HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Subcat Reach Pond Link 40172 7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page2HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Area Listing (all nodes) Area acres) CN Description subcatchment-numbers) 0.193 74 >75% Grass cover, Good, HSG C (1S) 0.651 96 Gravel surface, HSG C (2S) 0.274 98 Paved roads w/curbs & sewers, HSG A (1S) 0.168 98 Roofs, HSG C (5S) 2.884 72 Woods/grass comb., Good, HSG C (2S) 4.170 79 TOTAL AREA 41173 7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page3HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area acres) Soil Group Subcatchment Numbers 0.274 HSG A 1S 0.000 HSG B 3.897 HSG C 1S, 2S, 5S 0.000 HSG D 0.000 Other 4.170 TOTAL AREA 42174 7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page4HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A acres) HSG-B acres) HSG-C acres) HSG-D acres) Other acres) Total acres) Ground Cover Subcatchment Numbers 0.000 0.000 0.193 0.000 0.000 0.193 >75% Grass cover, Good 1S 0.000 0.000 0.651 0.000 0.000 0.651 Gravel surface 2S 0.274 0.000 0.000 0.000 0.000 0.274 Paved roads w/curbs & sewers 1S 0.000 0.000 0.168 0.000 0.000 0.168 Roofs 5S 0.000 0.000 2.884 0.000 0.000 2.884 Woods/grass comb., Good 2S 0.274 0.000 3.897 0.000 0.000 4.170 TOTAL AREA 43175 7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page5HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Pipe Listing (all nodes) Line# Node Number In-Invert feet) Out-Invert feet) Length feet) Slope ft/ft) n Diam/Width inches) Height inches) Inside-Fill inches) 1 3P 921.48 919.98 75.0 0.0200 0.012 12.0 0.0 0.0 44176 Type II 24-hr 2-YR Rainfall=2.52"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page6HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Time span=1.00-20.00 hrs, dt=0.05 hrs, 381 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=20,329 sf 58.61% Impervious Runoff Depth>1.28"Subcatchment 1S: E1 Flow Length=295' Tc=32.2 min CN=88 Runoff=0.54 cfs 0.050 af Runoff Area=153,999 sf 0.00% Impervious Runoff Depth>0.62"Subcatchment 2S: E2 Flow Length=375' Tc=40.6 min CN=76 Runoff=1.56 cfs 0.183 af Runoff Area=7,332 sf 100.00% Impervious Runoff Depth>2.17"Subcatchment 5S: Roof Flow Length=35' Slope=0.0200 '/' Tc=7.0 min CN=98 Runoff=0.57 cfs 0.030 af Peak Elev=921.92' Inflow=0.58 cfs 0.065afPond3P: CB Outflow=0.58 cfs 0.065 af Inflow=2.09 cfs 0.263afPond4P: Total Discharge Primary=2.09 cfs 0.263 af Peak Elev=950.08' Inflow=0.57 cfs 0.030afPond6P: Downspouts Primary=0.28 cfs 0.015 af Secondary=0.28 cfs 0.015 af Outflow=0.57 cfs 0.030 af Total Runoff Area = 4.170 ac Runoff Volume = 0.263 af Average Runoff Depth = 0.76" 89.41% Pervious = 3.729 ac 10.59% Impervious = 0.442 ac 45177 Type II 24-hr 2-YR Rainfall=2.52"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page7HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: E1 Runoff = 0.54 cfs @ 12.27 hrs, Volume= 0.050 af, Depth> 1.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 2-YR Rainfall=2.52" Area (sf) CN Description 11,914 98 Paved roads w/curbs & sewers, HSG A 8,415 74 >75% Grass cover, Good, HSG C 20,329 88 Weighted Average 8,415 41.39% Pervious Area 11,914 58.61% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 4.9 43 0.2100 0.15 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 25.5 73 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 1.8 179 0.0310 1.62 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 32.2 295 Total Subcatchment 1S: E1 Runoff Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs)0. 6 0. 55 0. 5 0. 45 0. 4 0. 35 0. 3 0. 25 0. 2 0. 15 0. 1 0. 05 0 Type II 24- hr 2-YR Rainfall=2. 52"Runoff Area=20,329 sf Runoff Volume=0.050 af Runoff Depth>1. 28"Flow Length= 295'Tc=32.2 min CN= 88 0.54 cfs178 Type II 24-hr 2-YR Rainfall=2.52"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page8HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: E2 Runoff = 1.56 cfs @ 12.41 hrs, Volume= 0.183 af, Depth> 0.62" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 2-YR Rainfall=2.52" Area (sf) CN Description 28,377 96 Gravel surface, HSG C 84,480 72 Woods/grass comb., Good, HSG C 41,142 72 Woods/grass comb., Good, HSG C 153,999 76 Weighted Average 153,999 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 32.8 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 5.6 200 0.0500 0.60 Sheet Flow, Storage Area Fallow n= 0.050 P2= 2.49" 2.2 75 0.0500 0.56 Shallow Concentrated Flow, Forested Slope Forest w/Heavy Litter Kv= 2.5 fps 40.6 375 Total Subcatchment 2S: E2 Runoff Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 1 0 Type II 24- hr 2-YR Rainfall=2. 52"Runoff Area=153,999 sf Runoff Volume=0.183 af Runoff Depth>0. 62"Flow Length= 375'Tc=40.6 min CN= 76 1.56 cfs179 Type II 24-hr 2-YR Rainfall=2.52"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page9HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 5S: Roof Runoff = 0.57 cfs @ 11.98 hrs, Volume= 0.030 af, Depth> 2.17" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 2-YR Rainfall=2.52" Area (sf) CN Description 7,332 98 Roofs, HSG C 7,332 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 35 0.0200 0.98 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 0.6 35 Total, Increased to minimum Tc = 7.0 min Subcatchment 5S: Roof Runoff Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs)0. 6 0. 55 0. 5 0. 45 0. 4 0. 35 0. 3 0. 25 0. 2 0. 15 0. 1 0. 05 0 Type II 24- hr 2-YR Rainfall=2. 52"Runoff Area=7,332 sf Runoff Volume=0.030 af Runoff Depth>2. 17"Flow Length= 35'Slope=0. 0200 '/'Tc=7.0 min CN= 98 0.57 cfs180 Type II 24-hr 2-YR Rainfall=2.52"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page10HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 3P: CB 57] Hint: Peaked at 921.92' (Flood elevation advised) Inflow Area = 0.635 ac, 69.58% Impervious, Inflow Depth > 1.23" for 2-YR event Inflow = 0.58 cfs @ 12.26 hrs, Volume= 0.065 af Outflow = 0.58 cfs @ 12.26 hrs, Volume= 0.065 af, Atten= 0%, Lag= 0.0 min Primary = 0.58 cfs @ 12.26 hrs, Volume= 0.065 af Routing by Stor-Ind method, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 921.92' @ 12.26 hrs Device Routing Invert Outlet Devices 1 Primary 921.48'12.0" Vert. Orifice/Grate C= 0.600 2 Device 1 921.48'12.0" Round Culvert L= 75.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet / Outlet Invert= 921.48' / 919.98' S= 0.0200 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf Primary OutFlow Max=0.57 cfs @ 12.26 hrs HW=921.92' (Free Discharge) 1=Orifice/Grate (Passes 0.57 cfs of 0.76 cfs potential flow) 2=Culvert (Outlet Controls 0.57 cfs @ 2.52 fps) Pond 3P: CB Inflow Primary Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs)0. 6 0. 55 0. 5 0. 45 0. 4 0. 35 0. 3 0. 25 0. 2 0. 15 0. 1 0. 05 0 Inflow Area=0.635 ac Peak Elev=921. 92'0.58 cfs 0.58 cfs181 Type II 24-hr 2-YR Rainfall=2.52"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page11HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 4P: Total Discharge 40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.170 ac, 10.59% Impervious, Inflow Depth > 0.76" for 2-YR event Inflow = 2.09 cfs @ 12.37 hrs, Volume= 0.263 af Primary = 2.09 cfs @ 12.37 hrs, Volume= 0.263 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Pond 4P: Total Discharge Inflow Primary Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 2 1 0 Inflow Area=4.170 ac 2.09 cfs 2.09 cfs182 Type II 24-hr 2-YR Rainfall=2.52"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page12HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 6P: Downspouts 57] Hint: Peaked at 950.08' (Flood elevation advised) Inflow Area = 0.168 ac,100.00% Impervious, Inflow Depth > 2.17" for 2-YR event Inflow = 0.57 cfs @ 11.98 hrs, Volume= 0.030 af Outflow = 0.57 cfs @ 11.98 hrs, Volume= 0.030 af, Atten= 0%, Lag= 0.0 min Primary = 0.28 cfs @ 11.98 hrs, Volume= 0.015 af Secondary = 0.28 cfs @ 11.98 hrs, Volume= 0.015 af Routing by Stor-Ind method, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 950.08' @ 11.98 hrs Device Routing Invert Outlet Devices 1 Primary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads 2 Secondary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=0.27 cfs @ 11.98 hrs HW=950.07' (Free Discharge) 1=Orifice/Grate (Weir Controls 0.27 cfs @ 0.89 fps) Secondary OutFlow Max=0.27 cfs @ 11.98 hrs HW=950.07' (Free Discharge) 2=Orifice/Grate (Weir Controls 0.27 cfs @ 0.89 fps) Pond 6P: Downspouts Inflow Outflow Primary Secondary Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs)0. 6 0. 55 0. 5 0. 45 0. 4 0. 35 0. 3 0. 25 0. 2 0. 15 0. 1 0. 05 0 Inflow Area=0.168 ac Peak Elev=950. 08'0.57 cfs 0.57 cfs 0.28 cfs 0.28 cfs183 Type II 24-hr 10-YR Rainfall=4.26"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page13HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Time span=1.00-20.00 hrs, dt=0.05 hrs, 381 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=20,329 sf 58.61% Impervious Runoff Depth>2.75"Subcatchment 1S: E1 Flow Length=295' Tc=32.2 min CN=88 Runoff=1.14 cfs 0.107 af Runoff Area=153,999 sf 0.00% Impervious Runoff Depth>1.75"Subcatchment 2S: E2 Flow Length=375' Tc=40.6 min CN=76 Runoff=4.76 cfs 0.517 af Runoff Area=7,332 sf 100.00% Impervious Runoff Depth>3.82"Subcatchment 5S: Roof Flow Length=35' Slope=0.0200 '/' Tc=7.0 min CN=98 Runoff=0.97 cfs 0.054 af Peak Elev=922.10' Inflow=1.20 cfs 0.134afPond3P: CB Outflow=1.20 cfs 0.134 af Inflow=5.88 cfs 0.677afPond4P: Total Discharge Primary=5.88 cfs 0.677 af Peak Elev=950.11' Inflow=0.97 cfs 0.054afPond6P: Downspouts Primary=0.48 cfs 0.027 af Secondary=0.48 cfs 0.027 af Outflow=0.97 cfs 0.054 af Total Runoff Area = 4.170 ac Runoff Volume = 0.677 af Average Runoff Depth = 1.95" 89.41% Pervious = 3.729 ac 10.59% Impervious = 0.442 ac 52184 Type II 24-hr 10-YR Rainfall=4.26"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page14HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: E1 Runoff = 1.14 cfs @ 12.26 hrs, Volume= 0.107 af, Depth> 2.75" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 10-YR Rainfall=4.26" Area (sf) CN Description 11,914 98 Paved roads w/curbs & sewers, HSG A 8,415 74 >75% Grass cover, Good, HSG C 20,329 88 Weighted Average 8,415 41.39% Pervious Area 11,914 58.61% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 4.9 43 0.2100 0.15 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 25.5 73 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 1.8 179 0.0310 1.62 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 32.2 295 Total Subcatchment 1S: E1 Runoff Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 1 0 Type II 24- hr 10-YR Rainfall=4. 26"Runoff Area=20,329 sf Runoff Volume=0.107 af Runoff Depth>2. 75"Flow Length= 295'Tc=32.2 min CN= 88 1.14 cfs185 Type II 24-hr 10-YR Rainfall=4.26"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page15HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: E2 Runoff = 4.76 cfs @ 12.39 hrs, Volume= 0.517 af, Depth> 1.75" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 10-YR Rainfall=4.26" Area (sf) CN Description 28,377 96 Gravel surface, HSG C 84,480 72 Woods/grass comb., Good, HSG C 41,142 72 Woods/grass comb., Good, HSG C 153,999 76 Weighted Average 153,999 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 32.8 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 5.6 200 0.0500 0.60 Sheet Flow, Storage Area Fallow n= 0.050 P2= 2.49" 2.2 75 0.0500 0.56 Shallow Concentrated Flow, Forested Slope Forest w/Heavy Litter Kv= 2.5 fps 40.6 375 Total Subcatchment 2S: E2 Runoff Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 5 4 3 2 1 0 Type II 24- hr 10-YR Rainfall=4. 26"Runoff Area=153,999 sf Runoff Volume=0.517 af Runoff Depth>1. 75"Flow Length= 375'Tc=40.6 min CN= 76 4.76 cfs186 Type II 24-hr 10-YR Rainfall=4.26"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page16HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 5S: Roof Runoff = 0.97 cfs @ 11.98 hrs, Volume= 0.054 af, Depth> 3.82" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 10-YR Rainfall=4.26" Area (sf) CN Description 7,332 98 Roofs, HSG C 7,332 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 35 0.0200 0.98 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 0.6 35 Total, Increased to minimum Tc = 7.0 min Subcatchment 5S: Roof Runoff Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 1 0 Type II 24- hr 10-YR Rainfall=4. 26"Runoff Area=7,332 sf Runoff Volume=0.054 af Runoff Depth>3. 82"Flow Length= 35'Slope=0. 0200 '/'Tc=7.0 min CN= 98 0.97 cfs187 Type II 24-hr 10-YR Rainfall=4.26"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page17HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 3P: CB 57] Hint: Peaked at 922.10' (Flood elevation advised) Inflow Area = 0.635 ac, 69.58% Impervious, Inflow Depth > 2.53" for 10-YR event Inflow = 1.20 cfs @ 12.25 hrs, Volume= 0.134 af Outflow = 1.20 cfs @ 12.25 hrs, Volume= 0.134 af, Atten= 0%, Lag= 0.0 min Primary = 1.20 cfs @ 12.25 hrs, Volume= 0.134 af Routing by Stor-Ind method, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 922.10' @ 12.25 hrs Device Routing Invert Outlet Devices 1 Primary 921.48'12.0" Vert. Orifice/Grate C= 0.600 2 Device 1 921.48'12.0" Round Culvert L= 75.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet / Outlet Invert= 921.48' / 919.98' S= 0.0200 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf Primary OutFlow Max=1.20 cfs @ 12.25 hrs HW=922.10' (Free Discharge) 1=Orifice/Grate (Passes 1.20 cfs of 1.39 cfs potential flow) 2=Culvert (Outlet Controls 1.20 cfs @ 3.33 fps) Pond 3P: CB Inflow Primary Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 1 0 Inflow Area=0.635 ac Peak Elev=922. 10'1.20 cfs 1.20 cfs188 Type II 24-hr 10-YR Rainfall=4.26"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page18HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 4P: Total Discharge 40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.170 ac, 10.59% Impervious, Inflow Depth > 1.95" for 10-YR event Inflow = 5.88 cfs @ 12.36 hrs, Volume= 0.677 af Primary = 5.88 cfs @ 12.36 hrs, Volume= 0.677 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Pond 4P: Total Discharge Inflow Primary Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 6 5 4 3 2 1 0 Inflow Area=4.170 ac 5.88 cfs 5.88 cfs189 Type II 24-hr 10-YR Rainfall=4.26"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page19HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 6P: Downspouts 57] Hint: Peaked at 950.11' (Flood elevation advised) Inflow Area = 0.168 ac,100.00% Impervious, Inflow Depth > 3.82" for 10-YR event Inflow = 0.97 cfs @ 11.98 hrs, Volume= 0.054 af Outflow = 0.97 cfs @ 11.98 hrs, Volume= 0.054 af, Atten= 0%, Lag= 0.0 min Primary = 0.48 cfs @ 11.98 hrs, Volume= 0.027 af Secondary = 0.48 cfs @ 11.98 hrs, Volume= 0.027 af Routing by Stor-Ind method, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 950.11' @ 11.98 hrs Device Routing Invert Outlet Devices 1 Primary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads 2 Secondary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=0.47 cfs @ 11.98 hrs HW=950.11' (Free Discharge) 1=Orifice/Grate (Weir Controls 0.47 cfs @ 1.06 fps) Secondary OutFlow Max=0.47 cfs @ 11.98 hrs HW=950.11' (Free Discharge) 2=Orifice/Grate (Weir Controls 0.47 cfs @ 1.06 fps) Pond 6P: Downspouts Inflow Outflow Primary Secondary Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 1 0 Inflow Area=0.168 ac Peak Elev=950. 11'0.97 cfs 0.97 cfs 0.48 cfs 0.48 cfs190 Type II 24-hr 100-YR Rainfall=7.36"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page20HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Time span=1.00-20.00 hrs, dt=0.05 hrs, 381 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=20,329 sf 58.61% Impervious Runoff Depth>5.55"Subcatchment 1S: E1 Flow Length=295' Tc=32.2 min CN=88 Runoff=2.22 cfs 0.216 af Runoff Area=153,999 sf 0.00% Impervious Runoff Depth>4.21"Subcatchment 2S: E2 Flow Length=375' Tc=40.6 min CN=76 Runoff=11.44 cfs 1.240 af Runoff Area=7,332 sf 100.00% Impervious Runoff Depth>6.76"Subcatchment 5S: Roof Flow Length=35' Slope=0.0200 '/' Tc=7.0 min CN=98 Runoff=1.68 cfs 0.095 af Peak Elev=922.36' Inflow=2.33 cfs 0.263afPond3P: CB Outflow=2.33 cfs 0.263 af Inflow=13.64 cfs 1.551afPond4P: Total Discharge Primary=13.64 cfs 1.551 af Peak Elev=950.16' Inflow=1.68 cfs 0.095afPond6P: Downspouts Primary=0.84 cfs 0.047 af Secondary=0.84 cfs 0.047 af Outflow=1.68 cfs 0.095 af Total Runoff Area = 4.170 ac Runoff Volume = 1.551 af Average Runoff Depth = 4.46" 89.41% Pervious = 3.729 ac 10.59% Impervious = 0.442 ac 59191 Type II 24-hr 100-YR Rainfall=7.36"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page21HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: E1 Runoff = 2.22 cfs @ 12.26 hrs, Volume= 0.216 af, Depth> 5.55" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 100-YR Rainfall=7.36" Area (sf) CN Description 11,914 98 Paved roads w/curbs & sewers, HSG A 8,415 74 >75% Grass cover, Good, HSG C 20,329 88 Weighted Average 8,415 41.39% Pervious Area 11,914 58.61% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 4.9 43 0.2100 0.15 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 25.5 73 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 1.8 179 0.0310 1.62 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 32.2 295 Total Subcatchment 1S: E1 Runoff Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 2 1 0 Type II 24- hr 100-YR Rainfall=7. 36"Runoff Area=20,329 sf Runoff Volume=0.216 af Runoff Depth>5. 55"Flow Length= 295'Tc=32.2 min CN= 88 2.22 cfs192 Type II 24-hr 100-YR Rainfall=7.36"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page22HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: E2 Runoff = 11.44 cfs @ 12.37 hrs, Volume= 1.240 af, Depth> 4.21" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 100-YR Rainfall=7.36" Area (sf) CN Description 28,377 96 Gravel surface, HSG C 84,480 72 Woods/grass comb., Good, HSG C 41,142 72 Woods/grass comb., Good, HSG C 153,999 76 Weighted Average 153,999 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 32.8 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 5.6 200 0.0500 0.60 Sheet Flow, Storage Area Fallow n= 0.050 P2= 2.49" 2.2 75 0.0500 0.56 Shallow Concentrated Flow, Forested Slope Forest w/Heavy Litter Kv= 2.5 fps 40.6 375 Total Subcatchment 2S: E2 Runoff Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 12 11 10 9 8 7 6 5 4 3 2 1 0 Type II 24- hr 100-YR Rainfall=7. 36"Runoff Area=153,999 sf Runoff Volume=1.240 af Runoff Depth>4. 21"Flow Length= 375'Tc=40.6 min CN= 76 11.44 cfs193 Type II 24-hr 100-YR Rainfall=7.36"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page23HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 5S: Roof Runoff = 1.68 cfs @ 11.98 hrs, Volume= 0.095 af, Depth> 6.76" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 100-YR Rainfall=7.36" Area (sf) CN Description 7,332 98 Roofs, HSG C 7,332 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 35 0.0200 0.98 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 0.6 35 Total, Increased to minimum Tc = 7.0 min Subcatchment 5S: Roof Runoff Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 1 0 Type II 24- hr 100-YR Rainfall=7. 36"Runoff Area=7,332 sf Runoff Volume=0.095 af Runoff Depth>6. 76"Flow Length= 35'Slope=0. 0200 '/'Tc=7.0 min CN= 98 1.68 cfs194 Type II 24-hr 100-YR Rainfall=7.36"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page24HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 3P: CB 57] Hint: Peaked at 922.36' (Flood elevation advised) Inflow Area = 0.635 ac, 69.58% Impervious, Inflow Depth > 4.98" for 100-YR event Inflow = 2.33 cfs @ 12.25 hrs, Volume= 0.263 af Outflow = 2.33 cfs @ 12.25 hrs, Volume= 0.263 af, Atten= 0%, Lag= 0.0 min Primary = 2.33 cfs @ 12.25 hrs, Volume= 0.263 af Routing by Stor-Ind method, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 922.36' @ 12.25 hrs Device Routing Invert Outlet Devices 1 Primary 921.48'12.0" Vert. Orifice/Grate C= 0.600 2 Device 1 921.48'12.0" Round Culvert L= 75.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet / Outlet Invert= 921.48' / 919.98' S= 0.0200 '/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf Primary OutFlow Max=2.33 cfs @ 12.25 hrs HW=922.36' (Free Discharge) 1=Orifice/Grate (Passes 2.33 cfs of 2.34 cfs potential flow) 2=Culvert (Outlet Controls 2.33 cfs @ 4.24 fps) Pond 3P: CB Inflow Primary Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 2 1 0 Inflow Area=0.635 ac Peak Elev=922. 36'2.33 cfs 2.33 cfs195 Type II 24-hr 100-YR Rainfall=7.36"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page25HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 4P: Total Discharge 40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.170 ac, 10.59% Impervious, Inflow Depth > 4.46" for 100-YR event Inflow = 13.64 cfs @ 12.35 hrs, Volume= 1.551 af Primary = 13.64 cfs @ 12.35 hrs, Volume= 1.551 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Pond 4P: Total Discharge Inflow Primary Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=4.170 ac 13.64 cfs 13.64 cfs196 Type II 24-hr 100-YR Rainfall=7.36"7851Existing Printed 8/18/2021PreparedbyQueticaLLC Page26HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 6P: Downspouts 82] Warning: Early inflow requires earlier time span 57] Hint: Peaked at 950.16' (Flood elevation advised) Inflow Area = 0.168 ac,100.00% Impervious, Inflow Depth > 6.76" for 100-YR event Inflow = 1.68 cfs @ 11.98 hrs, Volume= 0.095 af Outflow = 1.68 cfs @ 11.98 hrs, Volume= 0.095 af, Atten= 0%, Lag= 0.0 min Primary = 0.84 cfs @ 11.98 hrs, Volume= 0.047 af Secondary = 0.84 cfs @ 11.98 hrs, Volume= 0.047 af Routing by Stor-Ind method, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 950.16' @ 11.98 hrs Device Routing Invert Outlet Devices 1 Primary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads 2 Secondary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=0.81 cfs @ 11.98 hrs HW=950.15' (Free Discharge) 1=Orifice/Grate (Weir Controls 0.81 cfs @ 1.27 fps) Secondary OutFlow Max=0.81 cfs @ 11.98 hrs HW=950.15' (Free Discharge) 2=Orifice/Grate (Weir Controls 0.81 cfs @ 1.27 fps) Pond 6P: Downspouts Inflow Outflow Primary Secondary Hydrograph Time (hours) 2019181716151413121110987654321Flow ( cfs) 1 0 Inflow Area=0.168 ac Peak Elev=950. 16'1.68 cfs 1.68 cfs 0.84 cfs 0.84 cfs197 1S P1 2S P2 5S Roof 4P Total Discharge 6P CB Downspouts 8P SOUTH DITCH Routing Diagram for 7851Proposed Prepared by Quetica LLC , Printed 8/18/2021 HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Subcat Reach Pond Link 66198 7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page2HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Area Listing (all nodes) Area acres) CN Description subcatchment-numbers) 0.201 74 >75% Grass cover, Good, HSG C (1S) 0.851 96 Gravel surface, HSG C (1S, 2S) 0.268 98 Paved parking, HSG C (1S) 0.168 98 Roofs, HSG C (5S) 2.682 72 Woods/grass comb., Good, HSG C (2S) 4.170 80 TOTAL AREA 67199 7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page3HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area acres) Soil Group Subcatchment Numbers 0.000 HSG A 0.000 HSG B 4.170 HSG C 1S, 2S, 5S 0.000 HSG D 0.000 Other 4.170 TOTAL AREA 68200 7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page4HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A acres) HSG-B acres) HSG-C acres) HSG-D acres) Other acres) Total acres) Ground Cover Subcatchment Numbers 0.000 0.000 0.201 0.000 0.000 0.201 >75% Grass cover, Good 1S 0.000 0.000 0.851 0.000 0.000 0.851 Gravel surface 1S, 2S 0.000 0.000 0.268 0.000 0.000 0.268 Paved parking 1S 0.000 0.000 0.168 0.000 0.000 0.168 Roofs 5S 0.000 0.000 2.682 0.000 0.000 2.682 Woods/grass comb., Good 2S 0.000 0.000 4.170 0.000 0.000 4.170 TOTAL AREA 69201 7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page5HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Pipe Listing (all nodes) Line# Node Number In-Invert feet) Out-Invert feet) Length feet) Slope ft/ft) n Diam/Width inches) Height inches) Inside-Fill inches) 1 8P 931.00 930.80 10.0 0.0200 0.020 12.0 0.0 0.0 70202 Type II 24-hr 2-YR Rainfall=2.52"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page6HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Time span=1.00-36.00 hrs, dt=0.01 hrs, 3501 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=30,893 sf 37.80% Impervious Runoff Depth=1.63"Subcatchment 1S: P1 Flow Length=527' Tc=39.7 min CN=91 Runoff=0.83 cfs 0.096 af Runoff Area=143,421 sf 0.00% Impervious Runoff Depth=0.71"Subcatchment 2S: P2 Flow Length=375' Tc=40.6 min CN=76 Runoff=1.46 cfs 0.194 af Runoff Area=7,332 sf 100.00% Impervious Runoff Depth=2.29"Subcatchment 5S: Roof Flow Length=171' Tc=7.0 min CN=98 Runoff=0.58 cfs 0.032 af Inflow=2.07 cfs 0.322afPond4P: Total Discharge Primary=2.07 cfs 0.322 af Peak Elev=950.08' Inflow=0.58 cfs 0.032afPond6P: Downspouts Primary=0.29 cfs 0.016 af Secondary=0.29 cfs 0.016 af Outflow=0.58 cfs 0.032 af Peak Elev=932.94' Storage=841 cf Inflow=0.86 cfs 0.112afPond8P: SOUTH DITCH Outflow=0.62 cfs 0.112 af Total Runoff Area = 4.170 ac Runoff Volume = 0.322 af Average Runoff Depth = 0.93" 89.53% Pervious = 3.734 ac 10.47% Impervious = 0.436 ac 71203 Type II 24-hr 2-YR Rainfall=2.52"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page7HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: P1 Runoff = 0.83 cfs @ 12.35 hrs, Volume= 0.096 af, Depth= 1.63" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Type II 24-hr 2-YR Rainfall=2.52" Area (sf) CN Description 8,748 74 >75% Grass cover, Good, HSG C 11,678 98 Paved parking, HSG C 10,467 96 Gravel surface, HSG C 30,893 91 Weighted Average 19,215 62.20% Pervious Area 11,678 37.80% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 4.9 43 0.2100 0.15 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 26.3 76 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 1.7 168 0.0350 1.68 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 6.8 240 0.0100 0.59 4.69 Parabolic Channel, W=8.00' D=1.50' Area=8.0 sf Perim=8.7' n= 0.240 Sheet flow over Dense Grass 39.7 527 Total 72204 Type II 24-hr 2-YR Rainfall=2.52"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page8HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Subcatchment 1S: P1 Runoff Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs)0. 9 0. 85 0. 8 0. 75 0. 7 0. 65 0. 6 0. 55 0. 5 0. 45 0. 4 0. 35 0. 3 0. 25 0. 2 0. 15 0. 1 0. 05 0 Type II 24- hr 2-YR Rainfall=2. 52"Runoff Area=30,893 sf Runoff Volume=0.096 af Runoff Depth=1. 63"Flow Length= 527'Tc=39.7 min CN= 91 0.83 cfs205 Type II 24-hr 2-YR Rainfall=2.52"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page9HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: P2 Runoff = 1.46 cfs @ 12.41 hrs, Volume= 0.194 af, Depth= 0.71" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Type II 24-hr 2-YR Rainfall=2.52" Area (sf) CN Description 26,582 96 Gravel surface, HSG C 80,619 72 Woods/grass comb., Good, HSG C 36,220 72 Woods/grass comb., Good, HSG C 143,421 76 Weighted Average 143,421 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 32.8 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 5.6 200 0.0500 0.60 Sheet Flow, Storage Area Fallow n= 0.050 P2= 2.49" 2.2 75 0.0500 0.56 Shallow Concentrated Flow, Forested Slope Forest w/Heavy Litter Kv= 2.5 fps 40.6 375 Total Subcatchment 2S: P2 Runoff Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 1 0 Type II 24- hr 2-YR Rainfall=2. 52"Runoff Area=143,421 sf Runoff Volume=0.194 af Runoff Depth=0. 71"Flow Length= 375'Tc=40.6 min CN= 76 1.46 cfs206 Type II 24-hr 2-YR Rainfall=2.52"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page10HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 5S: Roof Runoff = 0.58 cfs @ 11.98 hrs, Volume= 0.032 af, Depth= 2.29" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Type II 24-hr 2-YR Rainfall=2.52" Area (sf) CN Description 7,332 98 Roofs, HSG C 7,332 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 35 0.0200 0.98 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 0.8 136 0.0300 2.79 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 1.4 171 Total, Increased to minimum Tc = 7.0 min Subcatchment 5S: Roof Runoff Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs)0. 6 0. 55 0. 5 0. 45 0. 4 0. 35 0. 3 0. 25 0. 2 0. 15 0. 1 0. 05 0 Type II 24- hr 2-YR Rainfall=2. 52"Runoff Area=7,332 sf Runoff Volume=0.032 af Runoff Depth=2. 29"Flow Length= 171'Tc=7.0 min CN= 98 0.58 cfs207 Type II 24-hr 2-YR Rainfall=2.52"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page11HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 4P: Total Discharge 40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.170 ac, 10.47% Impervious, Inflow Depth = 0.93" for 2-YR event Inflow = 2.07 cfs @ 12.41 hrs, Volume= 0.322 af Primary = 2.07 cfs @ 12.41 hrs, Volume= 0.322 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Pond 4P: Total Discharge Inflow Primary Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 2 1 0 Inflow Area=4.170 ac 2.07 cfs 2.07 cfs208 Type II 24-hr 2-YR Rainfall=2.52"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page12HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 6P: Downspouts 57] Hint: Peaked at 950.08' (Flood elevation advised) Inflow Area = 0.168 ac,100.00% Impervious, Inflow Depth = 2.29" for 2-YR event Inflow = 0.58 cfs @ 11.98 hrs, Volume= 0.032 af Outflow = 0.58 cfs @ 11.98 hrs, Volume= 0.032 af, Atten= 0%, Lag= 0.0 min Primary = 0.29 cfs @ 11.98 hrs, Volume= 0.016 af Secondary = 0.29 cfs @ 11.98 hrs, Volume= 0.016 af Routing by Dyn-Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 950.08' @ 11.98 hrs Device Routing Invert Outlet Devices 1 Primary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads 2 Secondary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=0.29 cfs @ 11.98 hrs HW=950.08' TW=932.54' (Dynamic Tailwater) 1=Orifice/Grate (Weir Controls 0.29 cfs @ 0.90 fps) Secondary OutFlow Max=0.29 cfs @ 11.98 hrs HW=950.08' TW=0.00' (Dynamic Tailwater) 2=Orifice/Grate (Weir Controls 0.29 cfs @ 0.90 fps) Pond 6P: Downspouts Inflow Outflow Primary Secondary Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs)0. 6 0. 55 0. 5 0. 45 0. 4 0. 35 0. 3 0. 25 0. 2 0. 15 0. 1 0. 05 0 Inflow Area=0.168 ac Peak Elev=950. 08'0.58 cfs 0.58 cfs 0.29 cfs 0.29 cfs209 Type II 24-hr 2-YR Rainfall=2.52"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page13HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 8P: SOUTH DITCH 44] Hint: Outlet device #3 is below defined storage Inflow Area = 0.878 ac, 49.73% Impervious, Inflow Depth = 1.54" for 2-YR event Inflow = 0.86 cfs @ 12.35 hrs, Volume= 0.112 af Outflow = 0.62 cfs @ 12.60 hrs, Volume= 0.112 af, Atten= 28%, Lag= 15.1 min Primary = 0.62 cfs @ 12.60 hrs, Volume= 0.112 af Routing by Dyn-Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 932.94' @ 12.60 hrs Surf.Area= 1,479 sf Storage= 841 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 46.4 min ( 874.7 - 828.3 ) Volume Invert Avail.Storage Storage Description 1 932.00' 2,450 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 932.00 313 0 0 933.75 2,487 2,450 2,450 Device Routing Invert Outlet Devices 1 Primary 933.70'240.0' long Sharp-Crested Rectangular Weir 1 End Contraction(s) 7.7' Crest Height 2 Primary 932.00'0.400 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 910.00' 3 Device 4 931.00'12.0" Round Culvert L= 10.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 931.00' / 930.80' S= 0.0200 '/' Cc= 0.900 n= 0.020 Corrugated PE, corrugated interior, Flow Area= 0.79 sf 4 Primary 932.25'4.0" Vert. Orifice/Grate X 2.00 C= 0.600 5 Primary 932.95'12.0" Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=0.62 cfs @ 12.60 hrs HW=932.94' TW=0.00' (Dynamic Tailwater) 1=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 2=Exfiltration ( Controls 0.01 cfs) 4=Orifice/Grate (Orifice Controls 0.61 cfs @ 3.48 fps) 3=Culvert (Passes 0.61 cfs of 3.14 cfs potential flow) 5=Orifice/Grate ( Controls 0.00 cfs) 78210 Type II 24-hr 2-YR Rainfall=2.52"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page14HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Pond 8P: SOUTH DITCH Inflow Primary Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs)0. 95 0. 9 0. 85 0. 8 0. 75 0. 7 0. 65 0. 6 0. 55 0. 5 0. 45 0. 4 0. 35 0. 3 0. 25 0. 2 0. 15 0. 1 0. 05 0 Inflow Area=0.878 ac Peak Elev=932. 94'Storage=841 cf 0.86 cfs 0.62 cfs211 Type II 24-hr 10-YR Rainfall=4.26"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page15HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Time span=1.00-36.00 hrs, dt=0.01 hrs, 3501 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=30,893 sf 37.80% Impervious Runoff Depth=3.27"Subcatchment 1S: P1 Flow Length=527' Tc=39.7 min CN=91 Runoff=1.64 cfs 0.193 af Runoff Area=143,421 sf 0.00% Impervious Runoff Depth=1.94"Subcatchment 2S: P2 Flow Length=375' Tc=40.6 min CN=76 Runoff=4.44 cfs 0.532 af Runoff Area=7,332 sf 100.00% Impervious Runoff Depth=4.02"Subcatchment 5S: Roof Flow Length=171' Tc=7.0 min CN=98 Runoff=0.99 cfs 0.056 af Inflow=5.80 cfs 0.782afPond4P: Total Discharge Primary=5.80 cfs 0.782 af Peak Elev=950.11' Inflow=0.99 cfs 0.056afPond6P: Downspouts Primary=0.49 cfs 0.028 af Secondary=0.49 cfs 0.028 af Outflow=0.99 cfs 0.056 af Peak Elev=933.34' Storage=1,531 cf Inflow=1.69 cfs 0.221afPond8P: SOUTH DITCH Outflow=1.42 cfs 0.221 af Total Runoff Area = 4.170 ac Runoff Volume = 0.782 af Average Runoff Depth = 2.25" 89.53% Pervious = 3.734 ac 10.47% Impervious = 0.436 ac 80212 Type II 24-hr 10-YR Rainfall=4.26"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page16HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: P1 Runoff = 1.64 cfs @ 12.35 hrs, Volume= 0.193 af, Depth= 3.27" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Type II 24-hr 10-YR Rainfall=4.26" Area (sf) CN Description 8,748 74 >75% Grass cover, Good, HSG C 11,678 98 Paved parking, HSG C 10,467 96 Gravel surface, HSG C 30,893 91 Weighted Average 19,215 62.20% Pervious Area 11,678 37.80% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 4.9 43 0.2100 0.15 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 26.3 76 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 1.7 168 0.0350 1.68 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 6.8 240 0.0100 0.59 4.69 Parabolic Channel, W=8.00' D=1.50' Area=8.0 sf Perim=8.7' n= 0.240 Sheet flow over Dense Grass 39.7 527 Total 81213 Type II 24-hr 10-YR Rainfall=4.26"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page17HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Subcatchment 1S: P1 Runoff Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 1 0 Type II 24- hr 10-YR Rainfall=4. 26"Runoff Area=30,893 sf Runoff Volume=0.193 af Runoff Depth=3. 27"Flow Length= 527'Tc=39.7 min CN= 91 1.64 cfs214 Type II 24-hr 10-YR Rainfall=4.26"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page18HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: P2 Runoff = 4.44 cfs @ 12.40 hrs, Volume= 0.532 af, Depth= 1.94" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Type II 24-hr 10-YR Rainfall=4.26" Area (sf) CN Description 26,582 96 Gravel surface, HSG C 80,619 72 Woods/grass comb., Good, HSG C 36,220 72 Woods/grass comb., Good, HSG C 143,421 76 Weighted Average 143,421 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 32.8 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 5.6 200 0.0500 0.60 Sheet Flow, Storage Area Fallow n= 0.050 P2= 2.49" 2.2 75 0.0500 0.56 Shallow Concentrated Flow, Forested Slope Forest w/Heavy Litter Kv= 2.5 fps 40.6 375 Total Subcatchment 2S: P2 Runoff Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 4 3 2 1 0 Type II 24- hr 10-YR Rainfall=4. 26"Runoff Area=143,421 sf Runoff Volume=0.532 af Runoff Depth=1. 94"Flow Length= 375'Tc=40.6 min CN= 76 4.44 cfs215 Type II 24-hr 10-YR Rainfall=4.26"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page19HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 5S: Roof Runoff = 0.99 cfs @ 11.98 hrs, Volume= 0.056 af, Depth= 4.02" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Type II 24-hr 10-YR Rainfall=4.26" Area (sf) CN Description 7,332 98 Roofs, HSG C 7,332 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 35 0.0200 0.98 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 0.8 136 0.0300 2.79 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 1.4 171 Total, Increased to minimum Tc = 7.0 min Subcatchment 5S: Roof Runoff Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 1 0 Type II 24- hr 10-YR Rainfall=4. 26"Runoff Area=7,332 sf Runoff Volume=0.056 af Runoff Depth=4. 02"Flow Length= 171'Tc=7.0 min CN= 98 0.99 cfs216 Type II 24-hr 10-YR Rainfall=4.26"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page20HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 4P: Total Discharge 40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.170 ac, 10.47% Impervious, Inflow Depth = 2.25" for 10-YR event Inflow = 5.80 cfs @ 12.41 hrs, Volume= 0.782 af Primary = 5.80 cfs @ 12.41 hrs, Volume= 0.782 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Pond 4P: Total Discharge Inflow Primary Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 6 5 4 3 2 1 0 Inflow Area=4.170 ac 5.80 cfs 5.80 cfs217 Type II 24-hr 10-YR Rainfall=4.26"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page21HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 6P: Downspouts 57] Hint: Peaked at 950.11' (Flood elevation advised) Inflow Area = 0.168 ac,100.00% Impervious, Inflow Depth = 4.02" for 10-YR event Inflow = 0.99 cfs @ 11.98 hrs, Volume= 0.056 af Outflow = 0.99 cfs @ 11.98 hrs, Volume= 0.056 af, Atten= 0%, Lag= 0.0 min Primary = 0.49 cfs @ 11.98 hrs, Volume= 0.028 af Secondary = 0.49 cfs @ 11.98 hrs, Volume= 0.028 af Routing by Dyn-Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 950.11' @ 11.98 hrs Device Routing Invert Outlet Devices 1 Primary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads 2 Secondary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=0.49 cfs @ 11.98 hrs HW=950.11' TW=932.72' (Dynamic Tailwater) 1=Orifice/Grate (Weir Controls 0.49 cfs @ 1.08 fps) Secondary OutFlow Max=0.49 cfs @ 11.98 hrs HW=950.11' TW=0.00' (Dynamic Tailwater) 2=Orifice/Grate (Weir Controls 0.49 cfs @ 1.08 fps) Pond 6P: Downspouts Inflow Outflow Primary Secondary Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 1 0 Inflow Area=0.168 ac Peak Elev=950. 11'0.99 cfs 0.99 cfs 0.49 cfs 0.49 cfs218 Type II 24-hr 10-YR Rainfall=4.26"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page22HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 8P: SOUTH DITCH 44] Hint: Outlet device #3 is below defined storage Inflow Area = 0.878 ac, 49.73% Impervious, Inflow Depth = 3.03" for 10-YR event Inflow = 1.69 cfs @ 12.35 hrs, Volume= 0.221 af Outflow = 1.42 cfs @ 12.52 hrs, Volume= 0.221 af, Atten= 16%, Lag= 10.3 min Primary = 1.42 cfs @ 12.52 hrs, Volume= 0.221 af Routing by Dyn-Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 933.34' @ 12.52 hrs Surf.Area= 1,975 sf Storage= 1,531 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 34.3 min ( 845.3 - 811.0 ) Volume Invert Avail.Storage Storage Description 1 932.00' 2,450 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 932.00 313 0 0 933.75 2,487 2,450 2,450 Device Routing Invert Outlet Devices 1 Primary 933.70'240.0' long Sharp-Crested Rectangular Weir 1 End Contraction(s) 7.7' Crest Height 2 Primary 932.00'0.400 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 910.00' 3 Device 4 931.00'12.0" Round Culvert L= 10.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 931.00' / 930.80' S= 0.0200 '/' Cc= 0.900 n= 0.020 Corrugated PE, corrugated interior, Flow Area= 0.79 sf 4 Primary 932.25'4.0" Vert. Orifice/Grate X 2.00 C= 0.600 5 Primary 932.95'12.0" Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=1.42 cfs @ 12.52 hrs HW=933.34' TW=0.00' (Dynamic Tailwater) 1=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 2=Exfiltration ( Controls 0.02 cfs) 4=Orifice/Grate (Orifice Controls 0.81 cfs @ 4.62 fps) 3=Culvert (Passes 0.81 cfs of 3.94 cfs potential flow) 5=Orifice/Grate (Orifice Controls 0.60 cfs @ 2.12 fps) 87219 Type II 24-hr 10-YR Rainfall=4.26"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page23HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Pond 8P: SOUTH DITCH Inflow Primary Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 1 0 Inflow Area=0.878 ac Peak Elev=933. 34'Storage=1,531 cf 1.69 cfs 1.42 cfs220 Type II 24-hr 100-YR Rainfall=7.36"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page24HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Time span=1.00-36.00 hrs, dt=0.01 hrs, 3501 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=30,893 sf 37.80% Impervious Runoff Depth=6.29"Subcatchment 1S: P1 Flow Length=527' Tc=39.7 min CN=91 Runoff=3.07 cfs 0.372 af Runoff Area=143,421 sf 0.00% Impervious Runoff Depth=4.58"Subcatchment 2S: P2 Flow Length=375' Tc=40.6 min CN=76 Runoff=10.67 cfs 1.256 af Runoff Area=7,332 sf 100.00% Impervious Runoff Depth>7.12"Subcatchment 5S: Roof Flow Length=171' Tc=7.0 min CN=98 Runoff=1.71 cfs 0.100 af Inflow=13.46 cfs 1.728afPond4P: Total Discharge Primary=13.46 cfs 1.728 af Peak Elev=950.16' Inflow=1.71 cfs 0.100afPond6P: Downspouts Primary=0.86 cfs 0.050 af Secondary=0.86 cfs 0.050 af Outflow=1.71 cfs 0.100 af Peak Elev=933.70' Storage=2,322 cf Inflow=3.16 cfs 0.422afPond8P: SOUTH DITCH Outflow=2.83 cfs 0.422 af Total Runoff Area = 4.170 ac Runoff Volume = 1.728 af Average Runoff Depth = 4.97" 89.53% Pervious = 3.734 ac 10.47% Impervious = 0.436 ac 89221 Type II 24-hr 100-YR Rainfall=7.36"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page25HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: P1 Runoff = 3.07 cfs @ 12.35 hrs, Volume= 0.372 af, Depth= 6.29" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Type II 24-hr 100-YR Rainfall=7.36" Area (sf) CN Description 8,748 74 >75% Grass cover, Good, HSG C 11,678 98 Paved parking, HSG C 10,467 96 Gravel surface, HSG C 30,893 91 Weighted Average 19,215 62.20% Pervious Area 11,678 37.80% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 4.9 43 0.2100 0.15 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 26.3 76 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 1.7 168 0.0350 1.68 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 6.8 240 0.0100 0.59 4.69 Parabolic Channel, W=8.00' D=1.50' Area=8.0 sf Perim=8.7' n= 0.240 Sheet flow over Dense Grass 39.7 527 Total 90222 Type II 24-hr 100-YR Rainfall=7.36"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page26HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Subcatchment 1S: P1 Runoff Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 3 2 1 0 Type II 24- hr 100-YR Rainfall=7. 36"Runoff Area=30,893 sf Runoff Volume=0.372 af Runoff Depth=6. 29"Flow Length= 527'Tc=39.7 min CN= 91 3.07 cfs223 Type II 24-hr 100-YR Rainfall=7.36"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page27HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: P2 Runoff = 10.67 cfs @ 12.36 hrs, Volume= 1.256 af, Depth= 4.58" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Type II 24-hr 100-YR Rainfall=7.36" Area (sf) CN Description 26,582 96 Gravel surface, HSG C 80,619 72 Woods/grass comb., Good, HSG C 36,220 72 Woods/grass comb., Good, HSG C 143,421 76 Weighted Average 143,421 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 32.8 100 0.0100 0.05 Sheet Flow, Grass: Bermuda n= 0.410 P2= 2.49" 5.6 200 0.0500 0.60 Sheet Flow, Storage Area Fallow n= 0.050 P2= 2.49" 2.2 75 0.0500 0.56 Shallow Concentrated Flow, Forested Slope Forest w/Heavy Litter Kv= 2.5 fps 40.6 375 Total Subcatchment 2S: P2 Runoff Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 11 10 9 8 7 6 5 4 3 2 1 0 Type II 24- hr 100-YR Rainfall=7. 36"Runoff Area=143,421 sf Runoff Volume=1.256 af Runoff Depth=4. 58"Flow Length= 375'Tc=40.6 min CN= 76 10.67 cfs224 Type II 24-hr 100-YR Rainfall=7.36"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page28HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment 5S: Roof Runoff = 1.71 cfs @ 11.98 hrs, Volume= 0.100 af, Depth> 7.12" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Type II 24-hr 100-YR Rainfall=7.36" Area (sf) CN Description 7,332 98 Roofs, HSG C 7,332 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 35 0.0200 0.98 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.49" 0.8 136 0.0300 2.79 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 1.4 171 Total, Increased to minimum Tc = 7.0 min Subcatchment 5S: Roof Runoff Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 1 0 Type II 24- hr 100-YR Rainfall=7. 36"Runoff Area=7,332 sf Runoff Volume=0.100 af Runoff Depth>7. 12"Flow Length= 171'Tc=7.0 min CN= 98 1.71 cfs225 Type II 24-hr 100-YR Rainfall=7.36"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page29HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 4P: Total Discharge 40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.170 ac, 10.47% Impervious, Inflow Depth > 4.97" for 100-YR event Inflow = 13.46 cfs @ 12.40 hrs, Volume= 1.728 af Primary = 13.46 cfs @ 12.40 hrs, Volume= 1.728 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Pond 4P: Total Discharge Inflow Primary Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=4.170 ac 13.46 cfs 13.46 cfs226 Type II 24-hr 100-YR Rainfall=7.36"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page30HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 6P: Downspouts 82] Warning: Early inflow requires earlier time span 57] Hint: Peaked at 950.16' (Flood elevation advised) Inflow Area = 0.168 ac,100.00% Impervious, Inflow Depth > 7.12" for 100-YR event Inflow = 1.71 cfs @ 11.98 hrs, Volume= 0.100 af Outflow = 1.71 cfs @ 11.98 hrs, Volume= 0.100 af, Atten= 0%, Lag= 0.0 min Primary = 0.86 cfs @ 11.98 hrs, Volume= 0.050 af Secondary = 0.86 cfs @ 11.98 hrs, Volume= 0.050 af Routing by Dyn-Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 950.16' @ 11.98 hrs Device Routing Invert Outlet Devices 1 Primary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads 2 Secondary 950.00'8.0" Horiz. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=0.86 cfs @ 11.98 hrs HW=950.16' TW=933.06' (Dynamic Tailwater) 1=Orifice/Grate (Weir Controls 0.86 cfs @ 1.30 fps) Secondary OutFlow Max=0.86 cfs @ 11.98 hrs HW=950.16' TW=0.00' (Dynamic Tailwater) 2=Orifice/Grate (Weir Controls 0.86 cfs @ 1.30 fps) Pond 6P: Downspouts Inflow Outflow Primary Secondary Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 1 0 Inflow Area=0.168 ac Peak Elev=950. 16'1.71 cfs 1.71 cfs 0.86 cfs 0.86 cfs227 Type II 24-hr 100-YR Rainfall=7.36"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page31HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Summary for Pond 8P: SOUTH DITCH 44] Hint: Outlet device #3 is below defined storage Inflow Area = 0.878 ac, 49.73% Impervious, Inflow Depth > 5.77" for 100-YR event Inflow = 3.16 cfs @ 12.35 hrs, Volume= 0.422 af Outflow = 2.83 cfs @ 12.48 hrs, Volume= 0.422 af, Atten= 10%, Lag= 7.9 min Primary = 2.83 cfs @ 12.48 hrs, Volume= 0.422 af Routing by Dyn-Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 933.70' @ 12.48 hrs Surf.Area= 2,422 sf Storage= 2,322 cf Plug-Flow detention time= 25.2 min calculated for 0.422 af (100% of inflow) Center-of-Mass det. time= 25.3 min ( 820.5 - 795.2 ) Volume Invert Avail.Storage Storage Description 1 932.00' 2,450 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet) (sq-ft) (cubic-feet) (cubic-feet) 932.00 313 0 0 933.75 2,487 2,450 2,450 Device Routing Invert Outlet Devices 1 Primary 933.70'240.0' long Sharp-Crested Rectangular Weir 1 End Contraction(s) 7.7' Crest Height 2 Primary 932.00'0.400 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 910.00' 3 Device 4 931.00'12.0" Round Culvert L= 10.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 931.00' / 930.80' S= 0.0200 '/' Cc= 0.900 n= 0.020 Corrugated PE, corrugated interior, Flow Area= 0.79 sf 4 Primary 932.25'4.0" Vert. Orifice/Grate X 2.00 C= 0.600 5 Primary 932.95'12.0" Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=2.83 cfs @ 12.48 hrs HW=933.70' TW=0.00' (Dynamic Tailwater) 1=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 2=Exfiltration ( Controls 0.02 cfs) 4=Orifice/Grate (Orifice Controls 0.95 cfs @ 5.45 fps) 3=Culvert (Passes 0.95 cfs of 4.55 cfs potential flow) 5=Orifice/Grate (Orifice Controls 1.85 cfs @ 2.94 fps) 96228 Type II 24-hr 100-YR Rainfall=7.36"7851Proposed Printed 8/18/2021PreparedbyQueticaLLC Page32HydroCAD® 10.00-26 s/n 07531 © 2020 HydroCAD Software Solutions LLC Pond 8P: SOUTH DITCH Inflow Primary Hydrograph Time (hours) 363534333231302928272625242322212019181716151413121110987654321Flow ( cfs) 3 2 1 0 Inflow Area=0.878 ac Peak Elev=933. 70'Storage=2,322 cf 3.16 cfs 2.83 cfs229 PARK DRIVEWETWET WET WET WET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET9 E1 E2 DATE: 8.18.2021CHECKED BY: DRAWN BY: A. AndersonPROJECT NO.: 21XXXREVISION:0PRELIMINARYNOT FOR CONSTRUCTION7851 Park Dr.Chanhassen, MN 55317XXXXXX9.4.2020EXH1EXISTING DRAINAGEEXHIBITSite Summary:Zone: IOP - Industrial Office Park District Parking Setback Front: 30 Feet or 10 Feet with 100% screening 5' above parking lot Rear: 10 Feet Side Yards: 25 Feet EXISTING PARKING: 19 STALLS PROPOSED PARKING: 34 STALLS EXISTING STORAGE SPACE: 28377230 PARK DRIVEWETWET WET WET WET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET12 9 920. 0 925. 0 930. 0 917. 0 918. 0 919.0 921.0 922. 0 923. 0 924. 0 926. 0 927. 0 928. 0 929. 0 931. 0 920.0920. 0 920. 0 920. 0 920. 0920.0 925.0925. 0925.0 925.0 925.0925. 0 930. 0930.0 930.0930. 0930.0 930. 0917. 0 917. 0 917. 0 917. 0917.0 917.0 918.0 918.0 918.0 918.0918. 0 918. 0 919. 0 919. 0919.0 919.0919. 0 919. 0 921. 0921.0 921.0 921. 0 921.0921. 0 922. 0 922. 0 922. 0 922. 0 922. 0922.0 923.0923. 0923.0 923.0 923.0923. 0 924. 0924.0924. 0 924. 0 924. 0924.0 926.0926. 0926.0 926.0 926.0926. 0 927. 0927.0927. 0 927.0 927.0927.0928. 0928.0 928.0 928.0928. 0 928. 0929.0929. 0 929. 0 929. 0929. 0 929.0931. 0931.0 931.0931. 0931.0931. 0935. 0 934.0 936. 0 936.0 936.0 937.0 935.0935. 0935.0935. 0 935. 0 935. 0934.0936. 0934.0 934. 0 934. 0934.0934.0 934.0936.0 936.0 936.0936.0936.0936.0 936.0 937 0 937.0 937.0 937.0937.0937. 0 937.0 935 9349339369379409399389.0'TYP.18. 0'TYP.P1 P2TRASH 20.0'100.0'30. 0'R20.0'R32.0' R50. 0'R20. 0' 2%1% 3% 3%DATE: 8.18.2021CHECKED BY: DRAWN BY: A. 231 PARKDRIVEPARK COURT WETWET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET12 9 920. 0 925. 0 930. 0 917. 0 918.0 919.0 921.0 922.0 923.0 924.0 926.0 927.0 928.0 929.0 931.0 920.0920. 0 920. 0 920. 0 920. 0925.0925. 0925. 0 925. 0 925. 0930.0930. 0 930. 0 930. 0930.0917. 0 917. 0 917. 0 917. 0918.0 918.0 918.0 918.0919. 0 919. 0 919. 0 919. 0921.0921. 0 921. 0 921. 0 921. 0922.0 922.0 922.0 922.0 922. 0923. 0923.0923. 0 923. 0 923. 0924.0924. 0924.0 924.0 924.0926. 0926.0926. 0 926. 0 926. 0927.0927. 0927.0 927.0 927.0928. 0928. 0 928. 0 928. 0928.0929. 0929.0 929.0 929.0929. 0931. 0931.0 931.0931. 0931.0931. 0 935. 0934. 0 936.0 936. 0 936. 0 937. 0 935. 0 935. 0935.0935. 0 935. 0 934. 0 934. 0 934. 0934.0 934. 0 934.0936.0 936. 0 936.0936. 0936.0936.0 936.0 93 7 0 937. 0 937. 0 937.0937. 0937.0 937.0 935 9349339369379409399389. 0'TYP. 18.0'TYP.TRASH 20.0'100.0'30.0'R20.0'R32. 0'R50.0' R20.0'Hino 258ALP J + Wayne Royal GT11 Refuse TruckROW EASEMENT PROPERTY LINE 3 WET WET WETLAND DELINEATION LIMIT WETLAND BUFFER LIMIT EXISTING GRAVEL SURFACE PROPOSED GRAVEL SURFACE PROPOSED DITCH Feet 1" = 20' 4020010 Site Summary:Zone: IOP - Industrial Office Park District Parking Setback Front: 30232 101233 102234 103235 104236 105237 MEMORANDUM TO:MacKenzie Young-Walters, Associate Planner, AICP FROM:Jill Sinclair, Environmental Resources Specialist DATE:September 21, 2021 SUBJ:Lakeshore Equipment Conditional Use Permit Review, Landscaping The development is required to install a buffer yard along the south and west property lines. The minimum requirements are shown in the table. Required plantings Proposed plantings Bufferyard C –west prop. line, 110’, Park Road 2 Overstory trees 5 Understory trees 5 Shrubs 2 Overstory trees 5 Understory trees 8 Shrubs Bufferyard C – South prop. Line, 130’ 2 overstory trees 6 understory trees 6 shrubs 6 overstory trees 3 understory trees 0 shrubs The applicant is proposing a row of spruce interspersed with red maples along the south property line which will meet the intent of buffering the views of the fence but not meet the exact quantities required. The overstory trees will be sufficient to provide screening of the fencing. The bufferyard plantings meet minimum requirements. Recommendations: 1. The two existing trees proposed to be protected during construction shall have protection fencing installed around the trees prior to any construction. 106238 Memorandum To:MacKenzie Young-Walters, Associate Planner From:Erik Henricksen, Project Engineer Matt Unmacht, Water Resources Coordinator CC: Charles Howley, Public Works Director/City Engineer George Bender, Assistant City Engineer Charlie Burke, Public Works Operations Manager Steve Lenz, Engineering Technician Date:9/9/2021 Re:Conditional Use Permit Amendment Review at 7851 Park Drive – Planning Case #2021-22 The Engineering and Water Resources Departments have reviewed the Conditional Use Permit CUP) amendment submittal for 7851 Park Drive. These comments are divided into two categories: general comments and proposed conditions. General comments are informational points to guide the applicant in the proper planning of public works and stormwater management infrastructure for this project, to inform the applicant of possible extraordinary issues and/or to provide the basis for findings. Proposed conditions are requirements that Engineering or Water Resources recommends be formally imposed on the developer in the final order. Note that references to the “City Standards” herein refer to the City of Chanhassen Standard Specifications and Detail Plates. General Comments/Findings 1. Any and all utility, stormwater and transportation plans submitted with this application have been reviewed only for the purpose of determining the feasibility of providing utility, stormwater and transportation facilities for the project in accordance with City Standards. A recommendation of CUP amendment approval does not constitute final approval of details, including but not limited to alignments, materials and points of access, connection or discharge, that are depicted or suggested in the application. The applicant is required to submit detailed construction drawings for the project, as applicable. The City of Chanhassen Engineering, Water Resources, and Public Works 107239 Departments will review plans, in detail, when they are submitted and approve, reject or require modifications to the plans or drawings based upon conformance with City Standards, the Chanhassen Code of Ordinances and the professional engineering judgment of the City Engineer. 2. It is the opinion of the Engineering and Water Resources Department that the proposed CUP amendment can be be developed in accordance with the requirements of the Chanhassen Code of Ordinances (as it pertains to Engineering, Water Resources and Public Works requirements) and City Standards, provided it fully addresses the comments and conditions contained herein, and can be approved. 3. The applicant is proposing to expand an outside storage area by approximately 10,467 square feet, relocate an existing enclosed trash enclosure, and construct a second driveway access to the site approximately 100 feet south of the existing driveway. The intent of the newly installed driveway is to facilitate delivery vehicles as currently trucks are required to back into the site from Park Drive. The access spacing is consistent with other commercial/industrial properties within the area and the construction of the secondary driveway will overall improve the safety of vehicular traffic along the Park Drive right-of-way. See proposed engineering condition 1. 4. As the project undergoes an alteration of 5,000 square feet or more of land surface, Rule J” and “Rule C” from the RPBCWD must be followed and permitting through RPBCWD is required. The project does not disturb more than one acre, so a NPDES permit is not required. See proposed water resources conditions regarding permitting, volume control, rate control, maintenance, and civil plans. Proposed Conditions Engineering: 1. The applicant shall construct the proposed driveway in accordance with City Standards for commercial driveways and apply for a Driveway Permit form the Engineering Department. Water Resources: Permitting 1. The applicant shall obtain any and all RPBCWD permits prior to construction activities. Volume Control 1. The applicant shall confirm the increase of impervious surfaces as the numbers on the plan are not consistent with the HydroCAD analysis. 2. The applicant shall provide a geotechnical analysis including soil borings. 108240 Rate Control 1. Rate control requirements are shown to be met for the 2, 10, and 100-year runoff rates per the HydroCAD modeling results provided. Rate control should be reconfirmed once the updates the modeling have been completed. 2. The MSE3 rainfall distribution shall be used for HydroCAD modeling rather than the Type II distribution currently being used. 3. Rim of the 12” HDPE riser shall be modeled as a horizontal orifice rather than a vertical orifice. 4. The applicant shall show the 10-day snowmelt rate for future submittals. Maintenance 1. The applicant shall provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party and shall be recorded prior to construction activities. Civil Plans 1. The bottom contour of the drainage swale is shown at a 932 and the invert of the 6” draintile below is at a 931.5 which would not provide any cover over the draintile. The applicant shall confirm elevations within the swale. 2. A detail for the outlet structure (note 17 on the construction plans) shall be provided to confirm the HydroCAD modeling as it is not entirely clear how many pipes are coming in/leaving based on the information provided. a. Based on the information provided it appears the HydroCAD model should be updated so Devices #2 (exfiltration), #4 (4” orifice), and #5 (12” rim) should be routed to Device #3 (12” culvert) for the outlet of the drainage swale. 3. The applicant shall add erosion control measures such as inlet protection, sediment control BMPs, and rock construction entrance to the plans to avoid migration of sediment off the construction site. 4. The applicant shall provide elevation and location of the emergency overflow spillway for the swale. 5. The drainage swale shall be reseeded with a wetland or stormwater pond seed mix rather than turf grass. 109241 CITY OF CHANHASSEN AFFTDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ss. COUNTYOFCARVER ) I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on September 9,2021, the duly qualilied and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy ofthe attached notice of Public Hearing to Consider a request to amend an existing Conditional Use Permit (CUP) to expand an outside storage area on property located rt 7851 Park Drive. Znaed Industrial Offrce Park (IOP)., Planning Case No.2021-21 to the persons named on attached Exhibit "A", by enclosing a copy ofsaid notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses ofsuch owners were those appearing as such by the records ofthe County Treasurer, Carver County, Minnesota, and by other appropriate records. Kim T.City Clerk Subscribed and to before me thi€-fh day o r ,2021. Notary Pub arll.b @1st, M 110242 Subject Parcel DBclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. Thas map is a compilation of records, infomalion and data located in various city, county, state and federal offices and other sources regading the area shown, and is to be used ior refereo@ purposes only. The Cjty does not wanant that the Geographic lnformation System (GlS) Data used to prepare this map are eror free, and lhe City does not reprcsent that the GIS Data can be used for navigatonal, ttacking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03. Subd- 21 (2000), and the user of this map acknowjedges that the City shall not be liable for any damages, and expressly waives all claims. and agrees to defend, indemnify, and hold ha.mless the City from any and all claims brought by User, its employees or agents, or third parties which aise out of the usels ac@ss or use of data provided. Disclaimer This map is neither a legally rccorded map nor a suNey and is not intende{i to be used as one. This map isa compllation of records, information and data located in various clty, county, state and federal offces and other sour@s regarding the area shown, and is to be used for reierence purposes only. The City does not warranl that the Geographic lnformation System (GlS) Data used to prepare this map are enor free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacling measurement of distance or direclion or precision an tie depiclion of geographac features. The preceding disclaimer is provided pursuant to Minnesotra Statutes 5466.03, Subd 21 (2000). and the user of thjs map acknowledges that the City shall not be liable for any damages, and expressly waives all daims, and agrees to defend, indemnify, and hold harmless the City from any and allclaims brought by User, its employees or agents, or third partjes which anse out of the use/s access or use of data provided. 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J U; gIoI oJ 9t E o 2 o s oI E q oo lJl! vE E! ir3@-N< 0) oi*; gE p E€ -sE .E aEiecEEfi EE.qE ;PEE gEfEt:HEe iEs icEi I g€-= eEf;5F€Edo+9FOc(Jo-N(rsr E8.9 o.l! etrJ I iit a) .=o-? o- :if5 eOG.tr o ca .. o9EEoa, o= O,Efooo l ol'- a o o F oc a Eco 5Eco- cq' o i B o sieiE;r;,Eggi EEEEiEiiEEEEii;E EgiiEiEEEiiEEiiE ffEEiiiiia,iig'Et EEE$€EiitEgIEEJE s 3 E d iiI id E i= a t!o g q lltooJ ijE CI a) ct o E(, CII 0- cl'.. o9 oo o=O'E3Oao o oJ aoEcoo,(! o)oce oao Eol 6E Eg 9-a6> E6. 9q Ps XE 6O> oc) oo) 6( seab8o-o.>ttD-o: EE j= 0,, L- o)E @ t/i ot+<rr'lxz.L Goo o o-112244 oooooooooo(n .l Ctr N F Fl@ ri 6l .'lOO-OFTOFTOOO6o00000000- lrOO.'{OOOa\lN.rra (o ol rJ.l or ol ol ot ol L,1 N 1J,! r{ l'\ r'l c'l F !"1 Fl |\\z tr v't vi rn lJl gr rn Ln g) u1 ENNNr\a\Na!NN.\l l-dOFd.Otlrd,teEE(JOdOOOOrzY>z>z:zYY:zlzY&&.a.tc.G,Gc.d.a, oo-o-40-o-o-o-o-o-o-(oooor-rodoooIrLnOF.mO<trALnl.-Ol<c)Nst00m@cooo@!^; rFldF-tFFlFl'-F.F orNsfdi6lcn< l r\N< l at, Or c'lLnnsErr:5*a a:'aaaf:-i (.o rn ro F r/l ro lfl3n3fi=:fr:!:R3"-83=ii===3 34i-2==iiAt^'rEQ>=d333iH;EEgE=fffE rxg=sEs===g ot1 u,lF o F N ' E -\-=Y>i--f Eae;siEe=s8.*qSEEH9EEI< b;>J9r\74qrolZvFlF Ln ln ?r O OaOX-OFl<DCnd)r'l(crF<rnEi.,i6+i6rccbboOl:Fria\r.o(o(oFNFo- u9 r. ui!) 4, u.l! gEg 5- EzPi=s3{; {P Fgfr=HEEgEF ii=E3EsE=r==r=iI3=;3'd E E E E g E E 113245 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Barry Stock on behalf of Lotus Holdings, LLC for an amendment to Conditional Use Permit(CUP) 88-17 to expand the screened outdoor storage area at 7851 Park Drive. On September 21, 2021, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Barry Stock to amend CUP 88-17 for the property located at 7851 Park Drive preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1.The property is currently zoned IOP—Industrial Office Park District. 2.The property is guided by the Land Use Plan for Office Industrial. 3. The legal description of the property is: Lot 2, Block 3, Chanhassen Lakes Business Park 4.Sec 20-232 General Issuance Standards The Planning Commission shall recommend a Conditional Use Permit and the City Council shall issue such Conditional Use Permit only if it finds that such use at the proposed location: 1. Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The property has maintained an outdoor storage area with minimal issues, aside from a dispute over the fence height which was resolved in 1991, since 1988. There is no reason to believe that expanding the outdoor storage area would negatively impact the neighborhood or the City. 2. Will be consistent with the objectives of the City's Comprehensive Plan and this chapter. Broadly speaking, the purpose of Chapter 20,Zoning, is to ensure the compatibility of uses, prevent the creation of nuisances and public health risks, conserve and enhance the City's tax base,protect the environment(both natural and built), facilitate the provision of public services, and provide for the equitable use of property. The proposed expansion of the parcel's outdoor storage area is in line with these objectives. 1 246 Similarly, the City's Comprehensive plan seeks to, amongst other things, retain and expand existing businesses. The applicant's proposed expansion of their business corresponds with that objective. 3. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The subject site is located in a mostly built out Industrial Office Park district. The proposed expansion to the existing outdoor storage area would not alter the existing or intended character of the district, and the proposed 2"d driveway access would be consistent with what is present on nearby parcels. The proposed landscaping would improve the curb appeal of the site and bring the property into compliance with current buffer yard standards and practices. 4. Will not be hazardous or disturbing to existing or planned neighboring uses. The locality is essentially fully developed and the existing outdoor storage area has not posed a hazard to the existing neighboring uses, nor has it disturbed their operations. There is no reason to believe that the proposed expansion would create a hazard or disturbance. 5. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Adequate public facilities and services are already present, and the proposed expansion to the existing outdoor storage area is not anticipated to meaningfully increase the site's use of those services. In the case of the City's stormwater system,the applicant will mitigate the impact of the increased impervious surface through on-site systems, as required by the City and Watershed District. 6. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. Expanding the existing outdoor storage areas will not create any new requirements for public facilities and services, nor will it be detrimental to the economic welfare of the community. 7. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare due to excessive production of traffic, noise, smoke, fumes, glare, odors, rodents or trash. The existing outdoor storage area does not involve or cause any of the aforementioned, and the proposed expansion is not anticipated to alter this. 8. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. 2 247 The existing drive does not create traffic issues, and the proposed second access is expected to improve access to the site and reduce the need for trucks to back into the site off of Park Drive. 9. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The proposed expansion of the existing outdoor storage area will not result in the loss or damage of any of these features. 10. Will be aesthetically compatible with the area. The proposed expansion of the existing outdoor storage area will be aesthetically compatible with the surrounding Industrial Office Park. 11. Will not depreciate surrounding property values. The expanded outdoor storage area is not anticipated to depreciate the property values of the surrounding industrial/office uses. 12. Will meet standards prescribed for certain uses as provided in this article. The expanded outdoor storage area will meet the standards required by Section 20-308 of the City Code. 5.Sec 20-308 Screened Outdoor Storage The following applies to screened outdoor storage: 1. All outdoor storage must be completely screened with 100 percent opaque fence or landscaped screen. The applicant is proposing to enclose the outdoor storage area with an eight foot high opaque fence, similar to what is currently present on the property. Additional screening in the form of landscaping is proposed to soften the visual impact of the fence and further screen the storage areas from public view. The proposed fence and landscaping will provide sufficient screening to meet this requirement. CUP 88-17's condition that this fence be present and that no stored items shall project over the fence will be maintained as a condition on the amended and restated permit and a new condition requiring that the proposed landscaping be installed and maintained will be added to ensure the property maintains compliance with this requirement. 6.The planning report#2021-21, dated September, 2021, prepared by MacKenzie Young- Walters, is incorporated herein. 3 248 RECOMMENDATION The Planning Commission recommends that the City Council approve the amendment to Conditional Use Permit 88-17 subject to the following conditions: 1) A building permit must be obtained prior to constructing the fence. 2) A zoning permit must be obtained prior to expanding the outdoor storage area. 3) All items stored in the outdoor storage area must be totally screened by an opaque 8-foot fence and no stored items shall project over the fence. 4) Trash containers must be stored in a fully screened location, i.e. within the outdoor storage area or separate screened trash enclosure. 5) Landscaping must substantially conform to landscape plans submitted to the City on August 19, 2021. 6) Expanded outdoor storage area must substantially conform to the plans submitted to the City on August 19, 2021. 7) The Conditional Use Permit must meet any and all conditions of the site plan approval for Site Plan 88-16. 8) The two existing trees proposed to be protected during construction shall have protection fencing installed around the trees prior to any construction. 9) The applicant shall construct the proposed driveway in accordance with City Standards for commercial driveways and apply for a Driveway Permit from the Engineering Department. 10)The applicant shall obtain any and all Riley Purgatory Bluff Creek Watershed District RPBCWD) permits prior to construction activities. 11)The applicant shall confirm the increase of impervious surfaces as the numbers on the plan are not consistent with the HydroCAD analysis. 12)The applicant shall provide a geotechnical analysis including soil borings. 13)Rate control requirements are shown to be met for the 2-, 10-, and 100-year runoff rates per the HydroCAD modeling results provided. Rate control should be reconfirmed once the updates to the modeling have been completed. 14)The MSE3 rainfall distribution shall be used for HydroCAD modeling rather than the Type II distribution currently being used. 15)Rim of the 12" HDPE riser shall be modeled as a horizontal orifice rather than a vertical orifice. 16)The applicant shall show the 10-day snowmelt rate for future submittals. 17)The applicant shall provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party and shall be recorded prior to construction activities. 18)The bottom contour of the drainage swale is shown at a 932 and the invert of the 6" draintile below is at a 931.5 which would not provide any cover over the draintile. The applicant shall confirm elevations within the swale. 19)A detail for the outlet structure (Note 17 on the construction plans) shall be provided to confirm the HydroCAD modeling as it is not entirely clear how many pipes are coming in/leaving based on the information provided. 4 249 a. Based on the information provided, it appears the HydroCAD model should be updated so Devices#2 (exfiltration), #4 (4" orifice), and#5 (12" rim) should be routed to Device#3 (12" culvert) for the outlet of the drainage swale. 20)The applicant shall add erosion control measures such as inlet protection, sediment control BMPs, and rock construction entrance to the plans to avoid migration of sediment off the construction site. 21)The applicant shall provide elevation and location of the emergency overflow spillway for the swale. 22)The drainage swale shall be reseeded with a wetland or stormwater pond seed mix rather than turf grass. 23)The property may not be subdivided nor may the lot lines of the property be altered. ADOPTED by the Chanhassen Planning Commission this 2151 day of September, 2021. CHANHASSEN PLANNING COMMISSION BY: C airman A,-, Q. g:\plan\202I planning cases\21-21 7851 park drive(lakeshore equipment)\cup findings of fact.docx 5 250 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT NO. 1988-17 Amended and Restated October 11, 2021 – Planning Case #2021-21 1.Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an amended and restated Conditional Use Permit for screened outdoor storage in the Industrial Office Park (IOP) District which replaces Conditional Use Permit #1988-17 dated October 24, 1988. 2.Property. The permit is for the following described property ("subject property") in the City of Chanhassen, Carver County, Minnesota: Lot 2, Block 3, Chanhassen Lakes Business Park 3.Conditions. The permit is issued subject to the following conditions: 1) A building permit must be obtained prior to constructing the fence. 2) A zoning permit must be obtained prior to expanding the outdoor storage area. 3) All items stored in the outdoor storage area must be totally screened by an opaque 8-foot fence and no stored items shall project over the fence. 4) Trash containers must be stored in a fully screened location, i.e. within the outdoor storage area or separate screened trash enclosure. 5) Landscaping must substantially conform to landscape plans submitted to the City on August 19, 2021. 6) Expanded outdoor storage area must substantially conform to the plans submitted to the City on August 19, 2021. 7) The Conditional Use Permit must meet any and all conditions of the site plan approval for Site Plan 88-16. 8) The two existing trees proposed to be protected during construction shall have protection fencing installed around the trees prior to any construction. 9) The applicant shall construct the proposed driveway in accordance with City Standards for commercial driveways and apply for a Driveway Permit from the Engineering Department. 10)The applicant shall obtain any and all Riley Purgatory Bluff Creek Watershed District (RPBCWD) permits prior to construction activities. 11)The applicant shall confirm the increase of impervious surfaces as the numbers on the plan are not consistent with the HydroCAD analysis. 12)The applicant shall provide a geotechnical analysis including soil borings. 13)Rate control requirements are shown to be met for the 2-, 10-, and 100-year runoff rates per the HydroCAD modeling results provided. Rate control should be reconfirmed once the updates to the modeling have been completed. 14)The MSE3 rainfall distribution shall be used for HydroCAD modeling rather than the Type II distribution currently being used. 251 2 15)Rim of the 12” HDPE riser shall be modeled as a horizontal orifice rather than a vertical orifice. 16)The applicant shall show the 10-day snowmelt rate for future submittals. 17)The applicant shall provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party and shall be recorded prior to construction activities. 18)The bottom contour of the drainage swale is shown at a 932 and the invert of the 6” draintile below is at a 931.5 which would not provide any cover over the draintile. The applicant shall confirm elevations within the swale. 19)A detail for the outlet structure (Note 17 on the construction plans) shall be provided to confirm the HydroCAD modeling as it is not entirely clear how many pipes are coming in/leaving based on the information provided. a. Based on the information provided, it appears the HydroCAD model should be updated so Devices #2 (exfiltration), #4 (4” orifice), and #5 (12” rim) should be routed to Device #3 (12” culvert) for the outlet of the drainage swale. 20)The applicant shall add erosion control measures such as inlet protection, sediment control BMPs, and rock construction entrance to the plans to avoid migration of sediment off the construction site. 21)The applicant shall provide elevation and location of the emergency overflow spillway for the swale. 22)The drainage swale shall be reseeded with a wetland or stormwater pond seed mix rather than turf grass. 23)The property may not be subdivided nor the lot lines of the property be altered. 4.Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5.Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6.Criminal Penalty. Violation of the terms of this Conditional Use Permit is a criminal misdemeanor. 252 3 Dated: October 11, 2021 CITY OF CHANHASSEN BY: Elise Ryan, Mayor (SEAL) AND: Laurie Hokkanen, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 20___, by Elise Ryan, Mayor, and by Laurie Hokkanen, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ___________________________________ NOTARY PUBLIC DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 253 City Council Item October 11, 2021 Item Resolution 2021-XX: Approve 2022 Service Agreement for Joint Assessment with Carver County Assessor File No.Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the 2022 Service Agreement for Joint Assessment with the Carver County Assessor.” Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND The City of Chanhassen has traditionally contracted with the Carver County Assessor's Office to perform property assessing duties for parcels located within Carver County. The proposed contract, similar to previous contracts, is for a single contract year. For the 2022 costs, the County will charge $14.37 per residential valuation, $14.94 per agricultural valuation, and $16.02 per commercial evaluation. There will be added cost from the 2021 agreement due to the added number of parcels in the City which is typical year to year. The final payment will be calculated at the end of the year when the actual bill is submitted. DISCUSSION 254 BUDGET RECOMMENDATION Staff recommends the City Council approve the attached Service Agreement for Joint Assessment between the City of Chanhassen and the Carver County Assessor's Office. ATTACHMENTS Resolution Approving 2022 Service Agreement with Carver County 2021 Chanhassen Service Agreement 255 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October, 2021 RESOLUTION NO:2021-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING 2022 SERVICE AGREEMENT FOR JOINT ASSESSMENT WITH THE CARVER COUNTY ASSESSOR WHEREAS,the City of Chanhassen has traditionally contracted with the Carver County Assessor to perform property assessing duties for parcels located within Carver County; and WHEREAS,Minnesota Statute § 273.072 and Minnesota Statute § 471.59 permit such an agreement for joint assessment; and WHEREAS, the proposed contract, similar to previous contracts, is for a single contract year; and NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, as follows: The Chanhassen City Council approves the 2022 Service Agreement for Joint Assessment with the Carver County Assessor. Passed and adopted by the Chanhassen City Council this 11 th day of October, 2021. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 256 1 SERVICE AGREEMENT FOR JOINT ASSESSMENT This Agreement is entered into by and between the County of Carver, 600 East 4th Street, Chaska, Minnesota 55318, through Carver County Assessor, (hereafter “County”) and City of Chanhassen, a municipal corporation under the laws of the State of Minnesota, hereinafter referred to as the “City.” WHEREAS, the City desires to enter into an agreement with the County to provide for the assessment of property in said City by the County Assessor’s Office; and WHEREAS, Minn.Stat.§ 273.072 and Minn.Stat.§ 471.59 permit such an agreement for joint assessment; NOW, THEREFORE, in consideration of the mutual covenants contained herein, it is agreed as follows: 1)Term.That the City, which is situated in the County of Carver, and which constitutes a separate assessment district, shall have its property within Carver County assessed by the Carver County Assessor for the assessment date of January 2, 2022. All work necessary to the establishment of the estimated market value for each Carver County parcel in the City shall be performed by the Carver County Assessor or by one or more of the licensed assessors under his/her direction and supervision. 2)Cooperation.It is hereby agreed that the City and all of its officers, agents and employees shall render full cooperation and assistance to the County to facilitate the provision of the services contemplated hereby. 3)Payment Amount. The City shall pay to the County for the assessment of property with Carver County the sum of fourteen dollars and thirty seven cents ($14.37) per residential valuation, fourteen dollars and ninety four cents ($14.94) per agricultural valuation, and sixteen dollars and two cents ($16.02) per commercial/industrial valuation (for the assessment of January 2, 2022) existing or created before the closing of the relative assessment year. 4)Payment terms.Full payment of all claims submitted by the County Assessor for relative assessment dates shall be received by the County no later than November 15th of the respective years. 5) The County agrees that in each year of this Agreement it shall, by its County Assessor or one or more of his/her deputies, view and determine the market value of at least twenty percent (20%) of the parcels within this taxing jurisdiction. It is further agreed that the County shall have on file documentation of those parcels – physically inspected for each year of this Agreement. 6)Data Privacy. Pursuant to Minn. Stat. Chap. 13, the parties agree to maintain and protect data received or to which they have access. No private or confidential data 257 2 developed, maintained or received by the City under this agreement may be released to the public by the City. The City agrees to indemnify and hold the County, its agents and employees, harmless from any and all claims or causes of action arising from or in any manner attributable to any violation of the Minnesota Government Data Practices Act by City or its agents, assigns, or employees, including legal fees and expenses incurred to enforce this provision of this agreement. 7)Mutual Indemnification. The Parties’ total liability under this Agreement shall be governed by Minn. Stat. § 471.59, subd. 1a. Each Party agrees that it will be responsible for the acts or omissions of its officials, agents, and employees, and the results thereof, in carrying out the terms of this Agreement, to the extent authorized by law and shall not be responsible for the acts/omissions of the other Party and the results thereof. For purposes of determining total liability for damages, the participating governmental units are considered to be a single governmental unit, the total liability of which shall not exceed the limits for a single governmental unit as provided in Minn. Stat. § 466.04, subd. 1. Each Party agrees to defend, hold harmless, and indemnify the other Party, its officials, agents, and employees, from any liability, loss, or damages the other Party may suffer or incur as the result of demands, claims, judgments, or cost arising out of or caused by the indemnifying Party’s negligence in the performance of its respective obligations under this Agreement. This provision shall not be construed nor operate as a waiver of any applicable limitation of liability, defenses, immunities, or exceptions by statute or common law. To the full extent permitted by law, actions by the parties pursuant to this Agreement are intended to be and shall be construed as a "cooperative activity" and it is the intent of the parties that they shall be deemed a "single governmental unit" for the purposes of liability, all as set forth in Minnesota Statutes, Section 471.59, subd. la(a); provided further that for purposes of that statute, each party to this Agreement expressly declines responsibility for the acts or omissions of the other party. The Parties of this Agreement are not liable for the acts or omissions of the other participants to this Agreement except to the extent to which they have agreed in writing to be responsible for acts or omissions of the other Parties. 8)No Joint Venture.Nothing contained in this Agreement is intended or should be construed as creating the relationship of co-partners or joint ventures with the County. No tenure or any rights including worker’s compensation, unemployment insurance, medical care, sick leave, vacation leave, severance pay, PERA, or other benefits available to County employees, including indemnification for third party personal injury/property damage claims, shall accrue to the City or employees of the City performing services under this Agreement. 258 3 9)Records: Availability and Retention. Pursuant to Minn. Stat. §16C.05, subd. 5, the City agrees that the County, the State Auditor, or any of their duly authorized representatives at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, et., which are pertinent to the accounting practices and procedures of the City and involve transactions relating to this Agreement. City agrees to maintain these records for a period of six years from the date of termination of this Agreement. 10)Merger and Modification.It is understood and agreed that the entire Agreement between the parties is contained herein and that this Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter. All items referred to in this Agreement are presumed to be incorporated or attached and are deemed to be part of this Agreement. Where the incorporated terms differ with the terms of this Agreement, the terms of this Agreement shall control. Any material alteration, modification, or variation shall be reduced to writing as an amendment and signed by the parties. 11)Default and Cancellation. If the City fails to perform any of the provisions of this Agreement or so fails to administer the work as to endanger the performance of the Agreement, this shall constitute default. Unless the City’s default is excused by the County, the County may, upon written notice to the City’s representative listed herein, cancel this Agreement in its entirety as indicated in (b.) below. This Agreement may be cancelled with or without cause by either party upon thirty (30) days written notice. Representatives for each of the parties to this Agreement are as listed below: City County/Division City of Chanhassen Mark Meili Interim Carver County Assessor 600 E 4th Street Chaska MN 55318 mmeili@co.carver.mn.us 7700 Market Boulevard Chanhassen, MN 55317-0147 Matt Unmacht, Assistant City Manager 12)Subcontracting and Assignment. Neither party shall not enter into any subcontract for the performance of any services contemplated under this Agreement without the prior written approval of the other party and subject to such conditions and provisions as the other party may deem necessary. The party attempting to subcontract or assign its obligations shall be responsible for the performance of all Subcontractors. No party may assign or transfer any rights or obligations under this Agreement without the prior consent of the other Parties and a fully executed Assignment Agreement, executed and approved by the same parties who executed and approved this Agreement, or their successors. 259 4 13)Nondiscrimination. During the performance of this Agreement, the City agrees to the following: No person shall, on the grounds of race, color, religion, age, sex, disability, marital status, public assistance status, criminal record, creed or national origin be excluded from full employment rights in, participation in, be denied the benefits of or be otherwise subjected to discrimination under any and all applicable Federal and State laws against discrimination. 14)Health and Safety. Each party shall be solely responsible for the health and safety of its employees and subcontractor’s employees in connection with the services performed in accordance with this Agreement. Each party shall ensure that all employees, including those of all subcontractors, have received training required to properly and safely perform services outlined in this Agreement. 15)No Waiver. Nothing in this Agreement shall constitute a waiver by the either party of any statute of limitations or exceptions on liability. If the either party fails to enforce any provision of this Agreement, that failure does not waive the provision or its right to enforce it. 16)Severability. If any part of this Agreement is rendered void, invalid or unenforceable, by a court of competent jurisdiction, such rendering shall not affect the remainder of this Agreement unless it shall substantially impair the value of the entire Agreement with respect to either party. The parties agree to substitute for the invalid provision a valid provision that most closely approximates the intent of the invalid provision. 17)Applicable Laws. The Laws of the State of Minnesota shall apply to this Agreement. 260 5 IN WITNESS WHEREOF, the City of Chanhassen, has caused this Agreement to be executed by its Mayor and its City Clerk by the authority of its governing body by a duly adopted resolution on This the __________________ day of ________________________, 2021. The County of Carver has caused this Agreement to be executed by its Chairperson and the County Assessor pursuant to the authority of the Board of Commissioners by resolution adopted on This the __________________ day of ________________________, 2021. CITY OF CHANHASSEN COUNTY OF CARVER By:___________________________By: ________________________ Elise Ryan, Mayor Tim Lynch, Chairperson Board of Commissioners By:___________________________Attest: ________________________ Kim Meuwissen, City Clerk Dave Hemze/County Admin. And: _______________________ Mark Meili Interim County Assessor 261 City Council Item October 11, 2021 Item Resolution 2021-XX: Approve Replacement of Fire Department Self Contained Breathing Apparatus (SCBA) File No.Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Don Johnson, Fire Chief Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council Adopts a Resolution Approving the Purchase of Replacement SCBAs for the Fire Department and Utility Department." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The Chanhassen Fire Department utilizes Self Contained Breathing Apparatus (SCBA) whenever conditions warrant respiratory protection. This includes fire suppression activities and hazardous materials response. Equipment standards for maintenance and replacement are governed by the National Institute for Occupational Safety and Health (NIOSH) and the National Fire Protection Agency (NFPA). The Utility Department is also required to have available on site and utilize a SCBA at the West Water Treatment Plant (WWTP) based on chlorine storage. BACKGROUND The current SCBAs utilized by fire department personnel and utility staff working at the WWTP were originally purchased in December 2007. NFPA Standard 1981, provides certification guidelines and 262 maintenance of SCBAs. SCBAs have undergone two certification standard changes since purchase, in 2013 and again in 2018. The current equipment is worn, outdated and in need of replacement. Early in 2021, the fire department contacted three (3) manufacturers of SCBA devices. These are sole source products and sales are controlled by the manufacturer to specific dealers at a regional level. A team of firefighters and supervisors were assembled to research, test, and recommend the replacement equipment. A scoring tool was created that would allow end users to operate the equipment within the station considering fitment, function, durability, and operability. Two (2) of the manufacturers had comparative scoring with one (1) scoring considerably lower. All three met current standards. The final decision was made at the command staff level after careful consideration of committee input. This decision was based on a couple of major considerations, one being staying with the newest version of our current equipment or changing to a completely different manufacturer with different physical characteristics. For the past 15 years, the department has used equipment manufactured by MSA. Upgrading to the newest version of MSA will reduce in service training time for the department. Although the equipment has some significant improvements, much of the system characteristics are located similarly adding some familiarities for the end user. Some of the newest design features enhance safety and user experience. A major enhancement with the MSA was the ability to move to rechargeable batteries versus alkaline that are in our current equipment, as well as both other manufacturers. Batteries are constantly replaced as they reach half-life with our current systems creating cost inefficiencies and unnecessary refuse. Another major factor for selecting MSA is the fact that we can continue to utilize our current SCBA air bottles. To meet 2013 industry standards, the fire department purchased 4,500psi bottles replacing the 2,218psi bottles that came with the 2007 SCBAs. The more air a firefighter carries on their back, the safety margin for operating in the hazard zone increases. Our decision to stay with the MSA line allows us to maximize service life of those bottles for an additional five years further reducing unnecessary landfill use. Maximizing service life will also spread the cost of the purchase out over two separate years. The purchase will run through the Houston-Galveston Area Council (HGAC) similar to the purchase of the last (3) fire apparatus. This program meets all state and federal guidelines in regards to cooperative government purchasing. MSA equipment is only available through MacQueen Emergency Group out of Apple Valley, Minnesota in this region. This is a reputable dealer of fire apparatus and major fire equipment. The Chanhassen Fire Department has had a successful relationship with MacQueen through the build and maintenance of Truck 1 and Engine 1. Along with this purchase, the fire department will be purchasing a sonic sanitizing unit recommended by MSA for proper cleaning of the SCBA and individual masks. These sanitizers are also becoming industry standard and provide health and wellness to the firefighter and extend the condition of the SCBA due to the internal process of sanitization. Firefighter helmets and other hard equipment can also be sanitized within the system. DISCUSSION BUDGET Equipment purchased for the fire department will come from available fund balance: 263 SCBA and Equipment - $219,317.99 Omegasonic Cleaner - $19,500 General Fund Total - $238,817.99 Equipment purchased for the WWTP will come from the water fund: SCBA and Equipment - $20,150.80 Water Fund Total - $20,150.80 RECOMMENDATION Staff recommends replacing fire department and utility SCBAs with the newest version of the MSA G1 line. MSA pricing was in the middle of the group for the three manufactures. The approval will include: SCBA replacements for the fire department and WWTP (necessary loose equipment) Replacement of Rapid Intervention Systems, and The purchase of Omegasonics Ultrasonic cleaner Total purchase price for the project is $258,968.79. The replacement of this equipment aligns with the Asset Management of the Strategic Plan by replacing life safety equipment within industry standards and guidelines. A CIP project will be necessary for 2027 to replace the (53) SCBA bottles as they reach end of serviceable life in 2028. ATTACHMENTS Resolution Chanhassen FD 2021 MSA G1 4500psig NO Cylinders SCBA H-GAC Purchase Quote REV 09-27-2021.pdf Chanhassen Utility Dept 2021 MSA G1 4500psig NO Cylinders SCBA H-GAC Purchase Quote REV 09-27- 2021.pdf 264 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: September 27, 2021 RESOLUTION NO:2021-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING THE PURCHASE OF REPLACEMENT SELF CONTAINED BREATHING APPARATUS (SCBA) AND SANITIZING UNIT FOR THE FIRE DEPARTMENT AND UTILITY DEPARTMENT WHEREAS,the Chanhassen Fire Department utilizes Self Contained Breathing Apparatus (SCBA) whenever conditions warrant respiratory protection, which includes fire suppression activities and hazardous materials response; and WHEREAS, the Utility Department is also required to have available on site and utilize a SCBA at the West Water Treatment Plant (WWTP) based on chlorine storage; and WHEREAS,Equipment standards for maintenance and replacement are governed by the National Institute for Occupational Safety and Health (NIOSH) and the National Fire Protection Agency (NFPA); and WHEREAS,the current SCBAs utilized by fire department personnel and utility staff working at the WWTP were originally purchased in December 2007; and WHEREAS,the current equipment is worn, outdated and in need of replacement; and WHEREAS,the manufacturer (MSA Safety) recommends purchasing a sanitizing unit for proper cleaning of the SCBA and individual masks. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, as follows: The purchase of replacement SCBAs for the Fire Department and Utility Department be approved along with the purchase of a sanitizing unit, Passed and adopted by the Chanhassen City Council this 27 th day of September, 2021. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 265 MacQueen Emergency Group 1125 7th Street East, St. Paul, MN 55106 Phone (800) 832-6417 MSA G1 4500PSIG 2021 H-GAC PURCHASE QUOTE (H-GAC CONTRACT EE-08-19) (WITHOUT CYLINDERS) PREPARED FOR: CHANHASSEN FIRE DEPARTMENT QUANTITY: DESCRIPTION: UNIT PRICE: TOTAL: CARRIER HARNESS CONFIGURATION: 30 MSA G1 GLOBAL SCBA FIRE SERVICE EDITION. 2018 NFPA COMPLIANT. 15 YEAR WARRANTY. ATO G1FS- 442MA2C2LAR 4 - 4500 PSIG SYSTEM OPERATING PRESSURE 4 - CGA QUICK CONNECT REMOTE CONNECTION 2 - STANDARD HARNESS WITH CHEST STRAP M - *METAL CYLINDER BAND A - *ADJUSTABLE SWIVELING LUMBAR PAD 2 - SOLID COVER REGULATOR, LEFT SHOULDER C - CONTINUOUS REGULATOR HOSE 2 - *UNIVERSAL EXTENDAIRE II EMERGENCY BREATHING SUPPORT (NFPA 2018 COMPLIANT) L - *LEFT CHEST VOICE AMP SPEAKER MODULE A - RIGHT SHOULDER PASS W/ STANDARD CONTROL MODULE R - *RECHARGEABLE BATTERY TYPE -(1) BATTERY INCLUDED W/ EVERY CARRIER PURCHASED *SCBA CARRIER HARNESS OPTION(S) ONLY OFFERED BY MSA. ** FACE PIECE AND CYLINDER PURCHASED SEPARATELY BELOW. $5,846.00 $175,380.00 CARRIER HARNESS OPTION(S): PER SCBA ADD SERVICEABLE TUNNEL ADJUSTABLE SHOULD STRAPS $34.00 $TBD PER SCBA *ADD 10175021-SP INTEGRATED THERMAL IMAGING CAMERA CONTROL MODULE UPGRADE KIT, 4500/5500 PSIG LOCATED: RIGHT HAND SIDE OF CARRIER HARNESS $986.00 $TBD CYLINDER OPTION(S): N/A *NO CYLINDERS TO BE PURCHASED* N/A N/A 266 MacQueen Emergency Group 1125 7th Street East, St. Paul, MN 55106 Phone (800) 832-6417 FACE PIECE OPTION(S): 54 MSA 10161810 G1 GLOBAL FACE PIECE FIRE SERVICE EDITION W/ INTERNAL HEADS UP DISPLAY (HUD). 2018 NFPA COMPLIANT. 15 YEAR WARRANTY. ATO G1FP- FM1M4C1 F - FIRE SERVICE EDITION (NFPA/NIOSH) M - MEDIUM SIZE FACE PIECE BLANK 1 - HYCAR RUBBER COMPOSITION M - MEDIUM NOSE CUP 4 - 4 PT ADJUSTABLE KEVLAR HEAD HARNESS C - HEAT RESISTANT CLOTH NECK STRAP 1 - FIXED “PUSH-TO-CONNECT” REGULATOR CONNECTION $326.60 $17,636.40 ADDITIONAL EQUIPMENT: 1 MSA 10158385 KIT, 6-POSITION CHARGING STATION, G1 SCBA $603.86 $603.86 6 MSA 10148741-SP SPARE RECHARGEABLE BATTERY(S) $311.78 $1,870.68 10 MSA 10149702-SP, 4500/5000 PSIG REMOTE QUICK CONNECT STAINLESS STEEL CYLINDER ADAPTER $58.98 $589.80 3 MSA 10162403 QUICK CONNECTOR W/ SCBA’S INC. HE ¼-FF-S ¼” M NPT HEX NIPPLE, MNPT X MNPT ADAPTER FOR FILL STATION $435.12 $1,305.36 3 MSA 10207584 G1 SCBA WASHING AND DECON KIT $389.95 $1,169.85 1 OMEGASONICS 5224 ULTRASONIC 108 GALLON CLEANER *DOES NOT INCLUDE ELECTRICAL HOOK UP- TO BE PERFORMED BY YOUR LOCAL LICENSED ELECTRICIAN $19,500.00 $19,500.00 RIT EQUIPMENT: 4 MSA 10206313 G1 4500 PSIG RIT SYSTEM W/ QUICK CONNECT REMOTE CONNECTION, G1 FACEPIECE, PURGE COVER REGULATOR, 6’ QUICK FILL & UNIVERSAL EXTENDAIRE II SYSTEM (NFPA 2018 COMPLIANT), REMOTE PRESSURE GAUGE, AND URC *CYLINDER AND RIT BAG SOLD SEPARATELY (SEE INFO BELOW)* $3,694.59 $14,778.36 RIT CYLINDER OPTION(S): 4 MSA 10156426-SP G1- 4500 PSIG, 60 MIN LOW PROFILE SUPER LITE CYLINDER W/ CGA THREADED REMOTE CONNECTION $1,280.17 $5,120.68 RIT BAG OPTION(S): 4 AVON MFG. ULTIMATE FAST SCBA RIT BAG W/ ENHANCED VERSION OF FAST SCBA RIT BAG, 28" L X 12" $215.75 $863.00 267 MacQueen Emergency Group 1125 7th Street East, St. Paul, MN 55106 Phone (800) 832-6417 H X 12" W, MADE OF 18 OZ. RIPSTOP VINYL MATERIAL. ALL HAVE (4) D-RING ATTACHMENT POINTS, (3) LONGER ENHANCED EXTERIOR UTILITY POCKETS W/ VELCRO EXTENSION AND ELASTIC LOOPS FOR TOOL STORAGE, STANDARD "RIT" LABEL, AND (2) ADDED SEE-THROUGH GLOW STICK SLEEVES FOR 6" X 1" GLOW STICKS. COLOR OPTION: BLUE ONLY INITIAL IN-SERVICE FIT TESTING: ALL MEMBERS INITIAL QUANTITATIVE FACE PIECE FIT TESTING (WITH PRINTED REPORT AND DIGITAL COPY) SHALL BE PROVIDED AT $N/C FOR RECORDS. MACQUEEN EMERGENCY GROUP WILL INCLUDE VARIOUS SIZES OF FACE PIECE ASSEMBLIES TO INSURE PROPER FIT FOR ALL MEMBERS PRIOR TO THE IN- SERVICE AND USE OF ALL SCBA EQUIPMENT. $N/C $N/C INITIAL IN-SERVICE FLOW TESTING: ALL MSA G1 SCBA UNITS INITIAL QUANTITATIVE SCBA FLOW TESTING (WITH PRINTED REPORT) SHALL BE PROVIDED AT $N/C FOR RECORDS. EACH SCBA UNIT WILL INCLUDE (1) INITIAL QUANTITATIVE SCBA FLOW TEST REPORT DELIVERED FROM THE FACTORY WITH EACH INDIVIDUAL UNIT. $N/C $N/C TRAINING: ALL MEMBERS IN-SERVICE SCBA TRAINING WILL BE PROVIDED BY A FACTORY TRAINED INSTRUCTOR IN A CLASSROOM SETTING DURING A TIME AGREED UPON BY THE FIRE DEPARTMENT. THIS INCLUDES A CUSTOMIZED POWER POINT PRESENTATION, AS WELL AS INDIVIDUAL HANDS-ON TRAINING UNTIL EVERY MEMBER IS COMPETENT ON THE COMPLETE USE OF THE SCBA. HANDS-ON TRAINING WILL INCLUDE, BUT IS NOT LIMITED TO: - EQUIPMENT FUNCTION AND OPERATION - DONNING AND DOFFING OF EQUIPMENT - CLEANING AND DECONTAMINATION OF EQUIPMENT - INSPECTION AND FUNCTIONAL TESTING OF EQUIPMENT - WARRANTY INFORMATION AND REPAIR/REPLACEMENT PROCEDURES A CUSTOMIZED POWER POINT FILE WILL BE PROVIDED TO THE DEPARTMENT FOR FUTURE REVIEW AS NEEDED AT $N/C. $N/C $N/C SERVICE PROVIDER INFORMATION: MACQUEEN EMERGENCY GROUP HAS (2) FULL-TIME SERVICE STAFF MEMBERS AND (5) FULL-TIME SALES MEMBERS. THE SERVICE DEPARTMENT IS LOCATED IN APPLE VALLEY, MN. THERE IS ALSO A MOBILE MAINTENANCE UNIT 268 MacQueen Emergency Group 1125 7th Street East, St. Paul, MN 55106 Phone (800) 832-6417 THAT COVERS THE ENTIRE STATE OF MINNESOTA. ALL MAINTENANCE AND SERVICE WORK PROVIDED IS DONE EITHER ON LOCATION, OR IN THE SERVICE DEPARTMENT AT THE OFFICE. TURN-AROUND TIMES ARE DIRECTLY RELATED TO WARRANTY PART REPLACEMENT AVAILABILITY (TYPICALLY 24 TO 48 HOURS). IN THE EVENT A SCBA UNIT IS NOT ABLE TO BE REPAIRED WITHIN A REASONABLE AMOUNT OF TIME, A TEMPORARY LOANER SCBA WILL BE AVAILABLE FOR REPLACEMENT. $N/C FREIGHT AND DELIVERY $N/C $N/C PURCHASE TOTAL: *DOES NOT INCLUDE THE ADDITION OF ITIC’S OR CYLINDERS* $238,817.99 MACQUEEN EMERGENCY GROUP’S RETURN POLICY: *ALL RETURNS ARE SUBJECT TO MACQUEEN EMERGENCY GROUP’S RETURN POLICY - SPECIAL ORDER ITEMS CAN NOT BE CANCELLED OR RETURNED Date of Quotation: August 17th, 2021 Quote Expires on: October 29th, 2021 due to MSA (6% to 8%) Price Increase on 11/01/2021 We appreciate the opportunity to earn your Business! 269 MacQueen Emergency Group 1125 7th Street East, St. Paul, MN 55106 Phone (800) 832-6417 MSA G1 4500PSIG 2021 H-GAC PURCHASE QUOTE (H-GAC CONTRACT EE-08-19) (WITHOUT CYLINDERS) PREPARED FOR: CHANHASSEN UTILITY DEPARTMENT QUANTITY: DESCRIPTION: UNIT PRICE: TOTAL: CARRIER HARNESS CONFIGURATION: 3 MSA G1 GLOBAL SCBA FIRE SERVICE EDITION. 2018 NFPA COMPLIANT. 15 YEAR WARRANTY. ATO G1FS- 442MA2C2LAR 4 - 4500 PSIG SYSTEM OPERATING PRESSURE 4 - CGA QUICK CONNECT REMOTE CONNECTION 2 - STANDARD HARNESS WITH CHEST STRAP M - *METAL CYLINDER BAND A - *ADJUSTABLE SWIVELING LUMBAR PAD 2 - SOLID COVER REGULATOR, LEFT SHOULDER C - CONTINUOUS REGULATOR HOSE 2 - *UNIVERSAL EXTENDAIRE II EMERGENCY BREATHING SUPPORT (NFPA 2018 COMPLIANT) L - *LEFT CHEST VOICE AMP SPEAKER MODULE A - RIGHT SHOULDER PASS W/ STANDARD CONTROL MODULE R OR A - *RECHARGEABLE OR ALKALINE BATTERY TYPE -(1) BATTERY INCLUDED W/ EVERY CARRIER PURCHASED *SCBA CARRIER HARNESS OPTION(S) ONLY OFFERED BY MSA. ** FACE PIECE AND CYLINDER PURCHASED SEPARATELY BELOW. $5,846.00 $17,538.00 CARRIER HARNESS OPTION(S): PER SCBA ADD SERVICEABLE TUNNEL ADJUSTABLE SHOULD STRAPS $34.00 $TBD PER SCBA *ADD 10175021-SP INTEGRATED THERMAL IMAGING CAMERA CONTROL MODULE UPGRADE KIT, 4500/5500 PSIG LOCATED: RIGHT HAND SIDE OF CARRIER HARNESS $986.00 $TBD CYLINDER OPTION(S): N/A *NO CYLINDERS TO BE PURCHASED* N/A N/A 270 MacQueen Emergency Group 1125 7th Street East, St. Paul, MN 55106 Phone (800) 832-6417 FACE PIECE OPTION(S): 8 MSA 10161810 G1 GLOBAL FACE PIECE FIRE SERVICE EDITION W/ INTERNAL HEADS UP DISPLAY (HUD). 2018 NFPA COMPLIANT. 15 YEAR WARRANTY. ATO G1FP- FM1M4C1 F - FIRE SERVICE EDITION (NFPA/NIOSH) M - MEDIUM SIZE FACE PIECE BLANK 1 - HYCAR RUBBER COMPOSITION M - MEDIUM NOSE CUP 4 - 4 PT ADJUSTABLE KEVLAR HEAD HARNESS C - HEAT RESISTANT CLOTH NECK STRAP 1 - FIXED “PUSH-TO-CONNECT” REGULATOR CONNECTION $326.60 $2,612.80 INITIAL IN-SERVICE FIT TESTING: ALL MEMBERS INITIAL QUANTITATIVE FACE PIECE FIT TESTING (WITH PRINTED REPORT AND DIGITAL COPY) SHALL BE PROVIDED AT $N/C FOR RECORDS. MACQUEEN EMERGENCY GROUP WILL INCLUDE VARIOUS SIZES OF FACE PIECE ASSEMBLIES TO INSURE PROPER FIT FOR ALL MEMBERS PRIOR TO THE IN- SERVICE AND USE OF ALL SCBA EQUIPMENT. $N/C $N/C INITIAL IN-SERVICE FLOW TESTING: ALL MSA G1 SCBA UNITS INITIAL QUANTITATIVE SCBA FLOW TESTING (WITH PRINTED REPORT) SHALL BE PROVIDED AT $N/C FOR RECORDS. EACH SCBA UNIT WILL INCLUDE (1) INITIAL QUANTITATIVE SCBA FLOW TEST REPORT DELIVERED FROM THE FACTORY WITH EACH INDIVIDUAL UNIT. $N/C $N/C TRAINING: ALL MEMBERS IN-SERVICE SCBA TRAINING WILL BE PROVIDED BY A FACTORY TRAINED INSTRUCTOR IN A CLASSROOM SETTING DURING A TIME AGREED UPON BY THE FIRE DEPARTMENT. THIS INCLUDES A CUSTOMIZED POWER POINT PRESENTATION, AS WELL AS INDIVIDUAL HANDS-ON TRAINING UNTIL EVERY MEMBER IS COMPETENT ON THE COMPLETE USE OF THE SCBA. HANDS-ON TRAINING WILL INCLUDE, BUT IS NOT LIMITED TO: - EQUIPMENT FUNCTION AND OPERATION - DONNING AND DOFFING OF EQUIPMENT - CLEANING AND DECONTAMINATION OF EQUIPMENT - INSPECTION AND FUNCTIONAL TESTING OF EQUIPMENT - WARRANTY INFORMATION AND REPAIR/REPLACEMENT PROCEDURES $N/C $N/C 271 MacQueen Emergency Group 1125 7th Street East, St. Paul, MN 55106 Phone (800) 832-6417 A CUSTOMIZED POWER POINT FILE WILL BE PROVIDED TO THE DEPARTMENT FOR FUTURE REVIEW AS NEEDED AT $N/C. SERVICE PROVIDER INFORMATION: MACQUEEN EMERGENCY GROUP HAS (2) FULL-TIME SERVICE STAFF MEMBERS AND (5) FULL-TIME SALES MEMBERS. THE SERVICE DEPARTMENT IS LOCATED IN APPLE VALLEY, MN. THERE IS ALSO A MOBILE MAINTENANCE UNIT THAT COVERS THE ENTIRE STATE OF MINNESOTA. ALL MAINTENANCE AND SERVICE WORK PROVIDED IS DONE EITHER ON LOCATION, OR IN THE SERVICE DEPARTMENT AT THE OFFICE. TURN-AROUND TIMES ARE DIRECTLY RELATED TO WARRANTY PART REPLACEMENT AVAILABILITY (TYPICALLY 24 TO 48 HOURS). IN THE EVENT A SCBA UNIT IS NOT ABLE TO BE REPAIRED WITHIN A REASONABLE AMOUNT OF TIME, A TEMPORARY LOANER SCBA WILL BE AVAILABLE FOR REPLACEMENT. $N/C FREIGHT AND DELIVERY $N/C $N/C PURCHASE TOTAL: *DOES NOT INCLUDE THE ADDITION OF ITIC’S OR CYLINDERS* $20,150.80 MACQUEEN EMERGENCY GROUP’S RETURN POLICY: *ALL RETURNS ARE SUBJECT TO MACQUEEN EMERGENCY GROUP’S RETURN POLICY - SPECIAL ORDER ITEMS CAN NOT BE CANCELLED OR RETURNED Date of Quotation: August 11th, 2021 Quote Expires on: October 29th, 2021 due to MSA (6% to 8%) Price Increase on 11/01/2021 We appreciate the opportunity to earn your Business! 272 City Council Item October 11, 2021 Item Resolution 2021-XX: 2021 Fleet Purchase File No.CIP# EQ-100 Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a Resolution authorizing the replacement of Parks Maintenance Pickup Truck #401." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The City annually considers replacement of various components of its fleet (vehicles and equipment) that have reached their useful life and are showing signs of needing major maintenance. Our fleet has to be reliable to maintain expected and appropriate levels of service. This purchase includes a pick up truck with an in-bed tool box for the Parks Maintenance Department. This purchase is identified in the approved 2021 CIP and the yearly equipment costs to date are under budget. BACKGROUND DISCUSSION The vehicle is purchased via the State of Minnesota contract for public entities. 273 Typically we order vehicles in the winter, but due to major supply chain issues and availability of vehicles, this purchase has been delayed until now. The costs have also increased substantially from last year's pricing. BUDGET EQ-100 2021 GMC Sierra 2500 $ 28,459.98 In-bed tool box $ 17,780.00 TOAL $ 46,239.98 Budget $ 43,000.00 *The over budget amount of $3,239.98 will come from Capital Replacement Equipment Fund balance as the previous 2021 Fleet purchases from February came in under budget by $41,542.00. RECOMMENDATION Staff recommends the City Council adopt a Resolution authorization the fleet purchase. ATTACHMENTS CIP EQ-100 2021 GMC Sierra 2500 PO Truck box PO Resolution 21-XX_2021 CIP Fleet Purchase 274 Capital Improvement Program City of Chanhassen, MN Contact Charlie Howley 2021 2025thru Department Major Equipment Description 2021 - #401 2004 Chevrolet 4x4 with plow (17 years old) 2022 - #402 2004 Chevrolet 4x4 (18 years old) 2023 - #408 2008 Chevrolet 4x4 with plow (15 years old) 2024 - #411 2010 GMC Sierra 4x4 with plow (14 years old) 2025 - #419 2012 Chevrolet 4x4 with plow (13 years old) 420 2012 Chevrolet 4x4 with plow (13 years old) 406 2008 Ford F450 with plow (17 years old) Project #EQ-100 Priority n/a Justification Provides for scheduled replacement of light duty trucks in the parks department. These vehicles are purchased using the State of Minnesota purchasing contract. The life expectancy of these vehicles is 12 years. Budget Impact/Other UsefulLifeProjectNameVehicleReplacement - Parks Category Park Type Vehicles Account #2 Account #1 400-4120-4704 Total Project Cost:$569,300 Account #4 Account #3 Total20212022202320242025Expenditures 362,30043,000 36,000 46,000 47,000 190,300Vehicles 43,000 36,000 46,000 47,000 190,300 362,300Total Prior 207,000 Total Total20212022202320242025FundingSources 362,30043,000 36,000 46,000 47,000 190,300CapitalReplacementEquipment Fund 43,000 36,000 46,000 47,000 190,300 362,300Total Prior 207,000 Total 48 275 DocuSign Envelope ID: C5BA5043-5A0C-4B67-9BCC-DC729443ACA2 276 DocuSign Envelope ID: C5BA5043-5A0C-4B67-9BCC-DC729443ACA2 277 DocuSign Envelope ID: C5BA5043-5A0C-4B67-9BCC-DC729443ACA2 278 DocuSign Envelope ID: C5BA5043-5A0C-4B67-9BCC-DC729443ACA2 279 280 281 282 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 11, 2021 RESOLUTION NO: 2021-XX MOTION BY: SECONDED BY: A RESOLUTION APPROVING THE PURCHASE OF A PARKS MAINTENANCE PICK- UP TRUCK WHEREAS, the existing parks maintenance vehicle (#401) is 17 years old and is due for replacement to mitigate ongoing maintenance costs and operational capabilities; and WHEREAS, the vehicle is planned for replacement as part of the 2021 Capital Improvement Plan (CIP# EQ-100); and WHEREAS, this vehicle is the last vehicle planned for the 2021 CIP vehicle replacements; and WHEREAS, the overall budget for 2021 CIP fleet purchases is under budget. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the purchase of a Parks Maintenance Pick-up Truck. Passed and adopted by the Chanhassen City Council this 11th day of October, 2021. ATTEST: Laurie Hokkanen, City Manager Elise Ryan, Mayor YES NO ABSENT 283 City Council Item October 11, 2021 Item Joe McLellan Citizen Action Request File No.Item No: E.2 Agenda Section VISITOR PRESENTATIONS Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Joe McLellan Citizen Action Request 10-11-2021 284 Print City Council - Citizen Action Request Form Complete this form and submit it prior to the City Council meeting date you wish to present your request. Select the date of the City Council meeting you plan to attend to make your visitor presentation.* NOTE: The City Council meets on the second and fourth Mondays of each month with the following exceptions in 2021: December 20 - Meeting CANCELLED Printable 2021 City Meeting Calendar 2021 City Meeting Calendar View and/or print this calendar to assist with determining when city council meetings are held in order to make your date selection above. Resident Information First Name*Last Name* Address1* Address2 City*State*Zip* Phone Number*Email* If no email address, enter "none." Citizen Action Request Form - Submission #5185 Date Submitted: 10/11/2021 Joe McLellan 6571 Kirkwood Circle Chanha en MN 55331 10/11/2021 285 Council Action Requested* Provide a brief description of the action you are requesting from the City Council. Summary of Information* Provide a narrative of the reque t including need, co t , timetable, background, etc What Happens Next? Immediately upon ubmi ion of thi form, taff will be notified by email and will provide copie to the City Council prior to the selected meeting date. Questions? Contact Deputy City Clerk Kim Meuwissen at 952-227-1107 or by email. City Council Work Session Discussion Date Action City Council Meeting Date Action Consider amending of ordinance to allow storage of boats in driveways, or least during non-winter/boating months. Chanhassen is one of very few cities in the Twin Cities metro area that does not allow the storage of boats in driveways. Yet the ordinance does allow residents to store their boats on the side of their home or in their backyard and even on a non-paved surface. I personally it looks trashy to see boats/trailers on the side of homes or stuffed in someone's backyard on grass or dirt and would rather ee trailer parked on a paved urface If you drive around Chanhassen you will see many residents are already (and have been for a long time) parking their boats in their driveways. The ordinance should match what residents are already doing. mm/dd/yyyy mm/dd/yyyy 286 City Council Item October 11, 2021 Item Mark Schmidt Citizen Action Request File No.Item No: E.3 Agenda Section VISITOR PRESENTATIONS Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION None Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Mark Schmidt Citizen Action Request 10-11-2021 287 Print City Council - Citizen Action Request Form Complete this form and submit it prior to the City Council meeting date you wish to present your request. Select the date of the City Council meeting you plan to attend to make your visitor presentation.* NOTE: The City Council meets on the second and fourth Mondays of each month with the following exceptions in 2021: December 20 - Meeting CANCELLED Printable 2021 City Meeting Calendar 2021 City Meeting Calendar View and/or print this calendar to assist with determining when city council meetings are held in order to make your date selection above. Resident Information First Name*Last Name* Address1* Address2 City*State*Zip* Phone Number*Email* If no email address, enter "none." Citizen Action Request Form - Submission #5189 Date Submitted: 10/11/2021 Mark Schmidt 2186 Boulder Road Chanha en MN 55317 10/11/2021 288 Council Action Requested* Provide a brief description of the action you are requesting from the City Council. Amendment to the city parking ordinance to allow parking of boats and other equipment in driveways during the summer month 289 Summary of Information* Provide a narrative of the reque t including need, co t , timetable, background, etc MacKenzie Walters and I had exchanged emails in August. I’d highlighted inconsistencies in City Code. I was informed that toring a boat in the rear of the hou e wa permitted; to which I pointed out the impo ibility of torage in the rear of the hou e due to the close setbacks permitted by building code which do not allow a 102” (8’ 6”) wide trailer to fit between two houses with landscaping, gas meters, etc. Additionally, standard garage depths are 18’ – 22’. A 20’ boat with an outboard will not fit into a standard garage, even with a swing tongue trailer. A memo was issued by the city November 17th, 2020 indicating the Staff’s intent to amend Ordinance 80; adopted in December of 1986 also Section 20-909 and Section 20-910 of Chanhassen City Code to clarify conflicting language in the City Code, and permit torage in driveway Thi i ue wa tabled at the December 14th, 2020 City Council Meeting Intent to amend the City Code was indicated once again during an April 26th, 2021 Work Session. On May 24th of this year, the proposed amendment was not approved by City Council (as you’re aware). I’d expressed concerns of conflicting language in City Code. 1) 20-909(6) “Storage” does not reference parking of boat trailers; 20-909(6) references recreational vehicles. Additionally, boats are parked, not stored, resting on the trailers they are hauled on; which are parked. Trailers are mobile and registered with the State of Minnesota and defined per Minnesota Statue 168.002, Subd. 35. Trailer. 2) 20-909(f) indicates that such storage may not extend beyond the front of the principal structure. 3) 20-910 indicates that: Recreational vehicles may be parked or stored in a residential or agricultural district provided the following conditions are met: o (1) No more than one recreational vehicle may be parked or stored outside on a residential lot. Additional recreational vehicle may be kept within an enclo ed tructure which otherwi e conform to the zoning requirement of the di trict o (2) Recreational vehicles must be maintained in a clean, well-kept, operable condition. o (3) Recreational vehicle hall be mobile and hall not be permanently affi ed in the ground in a manner that would prevent removal. o (4) Recreational vehicles may be parked or stored only on the rear or side yard behind the required front yard setback. The parking or torage of recreational vehicle on the rear or ide yard, a permitted herein, may be on urfaced or un urfaced areas. 4) Line (4) above would allow parking in the driveway per the definition provided by MacKenzie Walkers below. o Side yard is defined as “yard, side means a yard extending form the front yard to the rear yard between the principal building and the side lot line, measured perpendicular to the building from the closest point of the building to the side lot line. (20)” 5) Code of Ordinances of the City of Chanhassen, Minnesota > Chapter 1 – General Provision > Sec. 1-3 o Building, principal means a building in which is conducted the primary or predominant use of the lot. (20) 6) Because the city lots in question are zoned residential, the ‘primary or predominant use of the lot’ is residential use. Section 20 613 define garage a acce ory tructure Acce ory tructure would not fall under the definition of ‘primary or predominant use of the lot,’ therefore would not be considered the ‘principal building’ of the lot. Land where garages; accessory structures are built would be considered part of the side yard, as well as the driveway protruding from the garage, allowing parking in the driveway in front of the garage so long as the item parked in the driveway does not extend beyond the front yard etback Storage in driveways should be permitted. 290 What Happens Next? Immediately upon submission of this form, staff will be notified by email and will provide copies to the City Council prior to the elected meeting date Questions? Contact City Clerk Kim Meuwissen at 952-227-1107 or by email. City Council Work Session Discussion Date Action City Council Meeting Date Action mm/dd/yyyy mm/dd/yyyy 291 City Council Item October 11, 2021 Item Appoint Youth Commissioner to Environmental Commission File No.Item No: G.1 Agenda Section GENERAL BUSINESS Prepared By Kim Meuwissen, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council appoints __________________ as the Youth Commissioner to the Environmental Commission for a term ending March 31, 2022." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends the City Council appoint a Youth Commissioner to Environmental Commission. 292 ATTACHMENTS 293 City Council Item October 11, 2021 Item Economic Development Commission (EDC) and Urban Land Institute (ULI) Summary Memo File No.Item No: J.1 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Bob Generous, Senior Planner Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 294 EDC and ULI Memo 295 MEMORANDUM TO: FROM: DATE: CITT OT CIIAI'IIIASSXN Chanhassen is a Community for Life - Providing for Today and planning for Tomorrow Laurie Hokkaneq City Manager Bob Generous, Senior Planner September 28, 2021 EDC and ULI Navigating Your Competitive Future (August 9, 2021) The Economic Development Commissioners were very impressed with the ULI presentation and believed that it provided a lot of information. They wanted to thank you and the City Council for providing this joinl commission presentalion. They noted that Chanhassen was in a perfect location to accommodate development and concuned that the City should encourage and allow additional density in housing. They felt that based on the presentation, the City should try to recruit developers especially ifthey have a definitive plan for what the City needs. They think that the City should provide financial assistance to promote targeted development. The Economic Development Commissioners believe the City should address the following: o What do we think the City should have regarding businesses? o Should the City provide more funding than is currently available QIF)?o What vehicles can the City provide to encourage and promote development? o What can the City do? Waiver of requirements or fees? o How to be more flexible? They commented that there were few comments from the Planning Commission and City Council on the presentation. They also noted that the City is not a blank slate that can accommodate an altemative urban design without significant City investments, so, the City needs to come up with a vision for the community. The Commissioners requested that there be additional joint meetings with the City Council, Economic Development Commission and Planning Commission to have facilitated, stmtegic discussions regarding the direction and future ofthe City. pH 952.227.1100. www.ci.chanhassen.mn.us. FX 952.227.1110 //OO MARKET BOULEVARD.PO BOX I4T,CHANHASSEN .MINNESOTA 55317 SUBJ: The City should push for more walkability. 296 City Council Item October 11, 2021 Item 2021 Building Permit Activity September Year to Date File No.Item No: J.2 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION None Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 2021 Building Permit Activity September YTD 297 298 299