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10-30-2023 Special City Council Meeting Agenda and PacketA.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) B.PUBLIC ANNOUNCEMENTS C.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. C.1 Approve City Council Minutes dated October 9, 2023 C.2 Receive Planning Commission Meeting Minutes dated September 19, 2023 C.3 Receive Park and Recreation Minutes dated September 26, 2023 C.4 Receive Commission on Aging Minutes dated September 15, 2023 C.5 Receive Environmental Commission Minutes dated September 13, 2023 C.6 Receive Economic Development Commission Minutes dated September 12, 2023 C.7 Approve Claims Paid dated October 30, 2023 C.8 Approve Site Plan Agreement (SPA) for RSI Marine C.9 Approve Extension of Variance 2022-04A for RSI Marine to September 12, 2024 C.10 Approve Maintenance Agreement with Riley Purgatory Bluff Creek Watershed District for public storm sewer installation related to the Xcel Service Center Site Plan Project C.11 Authorize Execution of Stormwater Maintenance Agreement with Trouvaille Property LLC AGENDA CHANHASSEN CITY COUNCIL MONDAY, OCTOBER 30, 2023 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD This is a special meeting of the City Council. 1 C.12 Authorize Execution of Stormwater Maintenance Agreement with the Northern States Power Company. C.13 Approve an Encroachment Agreement between City of Chanhassen and Caleb Palkert and Kirsten Palkert C.14 Approve 1st Amendment to Agreement between City of Chanhassen and David and Anjuli Glaza related to property located at 2961 Washta Bay Court C.15 Resolution 2023-XX: Approve No Parking on Hopi Road C.16 Resolution 2023-XX: Extend Administrative Grading Permit #22-02 (2350 Timberwood Drive) Until May 15, 2024 C.17 Resolution 2023-XX: Extend Administrative Grading Permit #21-05 (6609 Horseshoe Curve) Until November 30, 2024. C.18 Resolution 2023-XX: Authorize Contract for Design and Construction Administration Services for the 2024 City Pavement Rehabilitation Project C.19 Ordinance XXX: Amending Chanhassen City Code, Chapter 1 - Definitions, Relevant to Central Business District Zoning District C.20 Ordinance XXX: Amending Chanhassen City Code, Chapter 7 Adding Exceptions for Interim Use Permits (IUP) for Grading Activities in Excess of 1,000 Cubic Yards D.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). D.1 Jennifer Ray Citizen Action Request E.PUBLIC HEARINGS F.GENERAL BUSINESS G.COUNCIL PRESENTATIONS H.ADMINISTRATIVE PRESENTATIONS I.CORRESPONDENCE DISCUSSION J.ADJOURNMENT GUIDELINES FOR VISITOR PRESENTATIONS Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen City Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided at every regular City Council meeting during Visitor Presentations. Anyone seeking a response or action from the City Council following their presentation is 2 required to complete and submit a Citizen Action Request Form. An online form is available at https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers prior to the meeting. A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen residents. An additional thirty minutes may be provided after General Business items are complete at the discretion of the City Council. 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. Comments may also be emailed to the City Council at council@chanhassenmn.gov. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Tequila Butcher, 590 West 79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 3 City Council Item October 30, 2023 Item Approve City Council Minutes dated October 9, 2023 File No.Item No: C.1 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council minutes dated October9, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS City Council Work Session Minutes dated October 9, 2023 4 City Council Regular Meeting Minutes dated October 9, 2023 5 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES OCTOBER 9, 2023 Mayor Ryan called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, Councilman von Oven, and Councilman Kimber. COUNCIL MEMBERS ABSENT:None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Ari Lyksett, Communications Manager; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Eric Johnson, Bolton & Menk Trace Jacques, BKV Group Paul Michell, BKV Group (via Teams) Dustin Phillips, Kraus-Anderson Bryan Harjes, HKGi GAMBLING ORDINANCE DISCUSSION City Manager Laurie Hokkanen reviewed the gambling ordinance discussion from the September 25, 2023, City Council Work Session, specifically regarding limiting the issuance of premises permits to only organizations based in Chanhassen. The Rotary Club of Lake Minnetonka- Excelsior had previously applied for approval of a premises permit and was notified of the city council’s intentions. They expressed their disappointment, stating that their intention was for all the gambling proceeds to go to both Chanhassen and Minnetonka High Schools. After council discussion, staff were directed to update the ordinance to remove the limitation of issuance of premises permits to only Chanhassen organizations. HIGHWAY 5 AND 82ND STREET PROJECT UPDATES Public Works Director/City Engineer Charlie Howley introduced Eric Johnson from Bolton & Menk, representing Carver County Public Works. Mr. Johnson reviewed the Arboretum Area Transportation Plan (AATP) projects under development and presented an update on the Highway 5 and 82 nd Street improvements. The September 27 open house was discussed. The consultant met with the Lake Minnewashta Preservation Association (LMPA) on August 23, answering questions and discussing the improvement process, with a key focus on water quality. Another meeting with the LMPA is scheduled for October 24 to focus on concepts. Mr. Johnson presented the Highway 5 project schedule with project completion in the fall of 2027. Mr. Johnson presented project costs for each project, showing funding gaps where applicable. The preliminary Trunk Highway 5 funding plan was also presented, which showed all of the committed funding sources. The project is currently 74% funded. Mayor Ryan thanked Mr. Johnson for the update and feedback on the AATP. 6 City Council Work Session Minutes – October 9, 2023 2 CHANHASSEN CIVIC CAMPUS UPDATE Bryan Harjes of HGKi provided an overview of his presentation, including the history of the project, where we are now, and strategies to stay within the budget. An updated concept plan of the entire civic campus was presented, and key elements were reviewed, including the additional elements that were explored during the schematic design. The original concept plan was presented, and Mr. Harjes reviewed the changes between the two concept plans. Trace Jacques of BKV Group presented updated three-dimensional city hall plans, reviewing the changes made from the previous plans. An updated park pavilion floor plan was also presented and reviewed. Dustin Phillips of Kraus-Anderson presented an update to the project budget, reviewing the shortfall, bond proceeds, and total project budget target. Mr. Harjes and Mr. Jacques presented several value management strategies to reduce the cost of the overall civic campus project, city hall, and the park pavilion. Mr. Phillips reviewed the items that were not in the original concept plan: the stair and elevator tower and the covered stage at the park pavilion. Design, construction, and soft cost contingencies were reviewed. Mr. Phillips concluded the presentation and asked for council input on project priorities and out-of-scope items. Mayor Ryan recessed the work session at 6:55 p.m. Mayor Ryan reconvened the work session at 7:20 p.m. Mr. Harjes reviewed the list of value management strategies for the civic campus in detail. The City Council discussed value management strategies and priorities for the park pavilion as well as other civic campus components. Mr. Phillips presented the project schedule to the City Council. CHANHASSEN BLUFFS SPORTS COMPLEX UPDATE City Manager Laurie Hokkanen presented an update on the Chanhassen Bluffs Sports Complex, beginning with revenue sources and project costs. The previous project scope was presented, as well as project scope reductions to the facility to include two 800-seat capacity hockey rinks, replacing the restaurant with the playground, keeping a flex community room that could become fitness, removing the basement level north of the field house, and keeping the enlarged field house. Ms. Hokkanen presented other options to consider, such as further negotiating the land cost, reducing the scope of the facility, finding additional revenue, or reimagining the project. The council discussed the options presented and directed staff to continue working with the developer to explore options to continue moving forward with the project. 7 City Council Work Session Minutes –October 9,2023 3 UPCOMING MEETING SCHEDULE City Manager Laurie Hokkanen reviewed the upcoming City Council meeting schedule. The October 23 regular meeting will be canceled due to the lack of a quorum; however, a special city council meeting was added on October 30. Additionally, a special work session meeting to discuss the civic campus has been scheduled for December 4 at 5:30 p.m. FUTURE WORK SESSION SCHEDULE October 23, 2023 Meeting Canceled October 30, 2023 Special Meeting No Work Session November 13, 2023 Presentation of Preliminary 2024 Utility Fund Budgets and 2024-2028 CIP SAC Policy Discussion November 27, 2023 Final Review of Proposed 2024 Levy, Budgets, and CIP for all funds December 4, 2023 Special Meeting Civic Campus Update December 11, 2023 City Council Roundtable The work session adjourned at 8:55 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 8 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES OCTOBER 9, 2023 Mayor Ryan called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, Councilman von Oven, and Councilman Kimber. COUNCIL MEMBERS ABSENT:None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Andrea McDowell Poehler, City Attorney; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Christie Larson, Southern Valley Alliance PUBLIC ANNOUNCEMENTS: 1. Recognition of Donation from the Chanhassen Athletic Association Mayor Ryan recognized the many improvements the Chanhassen Athletic Association has contributed to the community over many years, including score boards and field improvement projects. The Chanhassen Athletic Association donated finances to assist with the infield improvement project at the Lake Susan baseball field. Mayor Ryan thanked the Association for their continued partnership. CONSENT AGENDA: Councilman McDonald, Councilman Kimber seconded that the City Council approve the following consent agenda items 1 through 12 pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated September 25, 2023 2. Receive Planning Commission Meeting Minutes dated September 5, 2023 3. Receive Park and Recreation Minutes dated August 22, 2023 4. Receive Economic Development Commission Minutes dated August 8, 2023 5. Approve Claims Paid dated October 9, 2023 9 City Council Minutes – October 9, 2023 2 6. Consider approval of a Geotechnical Exploration Contract for the Minnetonka Middle School West Roundabout Project 7. Award Contract for Audit Services 8. Approve Maintenance Agreement with Riley Purgatory Bluff Creek Watershed District for work related to 2023 Trail Rehabilitation Project 9.Resolution 2023-75:Accept $5,000 Donation from the Chanhassen Athletic Association 10.Resolution 2023-76:Approve Application of the Rotary Club of Lake Minnetonka-Excelsior to Conduct Off-Premise Lawful Gambling at North Coop Restaurant located at 2401 Highway 7 11.Resolution 2023-77:Authorize Design and Construction Administration Services Contract for 2023 Stormwater Pond Maintenance Project. 12.Ordinance 716:Amending the City Code Concerning Regulation of Lawful Gambling and approve the Publication of a Summary Ordinance. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS. Christie Larson, Executive Director at Southern Valley Alliance, shared information about Domestic Violence Awareness Month and the services provided. Southern Valley Alliance provides a free crisis line to offer support and resources, support groups, and a transitional housing program. They also provide court advocacy and community education about domestic violence and their services. Mayor Ryan thanked Ms. Larson for sharing information about the services the organization provides. She commented that the city tracks domestic violence cases and they are starting to review the process of restraining orders between the two area counties. She welcomed Ms. Larson’s feedback. PUBLIC HEARINGS. 1. Resolution 2023-78: Approve Vacation of Public Drainage and Utility Easements within Lot 1, Block 1, and Lot 2, Block 1, Paws Claws and Hooves Addition Charlie Howley, Public Works Director/City Engineer, displayed a graphic showing the public draining and utility easements. He reviewed the background of this request. Mayor Ryan opened the public hearing. There were no public comments. 10 City Council Minutes –October 9, 2023 3 Mayor Ryan closed the public hearing. Councilman von Oven moved, Councilwoman Schubert seconded that the City Council adopt a resolution approving the vacation of public drainage and utility easements within Lot 1, Block 1, and Lot 2, Block 1, Paws Claws and Hooves Addition.All voted in favor, and the motion carried unanimously with a vote of 5 to 0. GENERAL BUSINESS.None. COUNCIL PRESENTATIONS.None. ADMINISTRATIVE PRESENTATIONS.None. CORRESPONDENCE DISCUSSION.None. Councilwoman Schubert moved, Councilman McDonald seconded to adjourn the meeting. All voted in favor,and the motion carried unanimously with a vote of 5 to 0. The City Council meeting was adjourned at 7:16 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 11 City Council Item October 30, 2023 Item Receive Planning Commission Meeting Minutes dated September 19, 2023 File No.Item No: C.2 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Planning Commission Meeting Minutes dated September 19, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 12 Planning Commission Minutes dated September 19, 2023 13 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES SEPTEMBER 19, 2023 CALL TO ORDER: Chair Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Perry Schwartz, Edward Goff, Steve Jobe, Erik Johnson. MEMBERS ABSENT: Kelsey Alto, Ryan Soller STAFF PRESENT: Eric Maass, Planning Director; Rachel Arsenault, Assistant Planner PUBLIC PRESENT: Nick Asta Judy Harder PUBLIC HEARINGS: 1. CENTRAL BUSINESS DISTRICT CITY CODE UPDATE Planning Director Eric Maass gave a summary of the Central Business District City Code Update. This update was first presented at the September 5, 2023 Planning Commission meeting. Mr. Maass highlighted the changes since that meeting, including the intent statement, the permitted uses regarding government services, and multi-family housing requirements to include commercial space. The accessory uses eliminated the antenna towers statement as advised by the Planning Commission. Mr. Maass explained the build-to zone requirements. Commissioner Schwartz asked if there was a conflict with multi-family housing with respect to underage children who would occupy the housing that would be near a facility serving liquor. Mr. Maass stated access would be restricted still as if it was a stand-alone building, so he did not foresee it being an issue with this ordinance. Commissioner Schwartz stated some cities restrict locations of bars or other adult entertainment in proximity to schools. Mr. Maass stated there is a buffer requirement for gun ranges and adult entertainment, but it does not include restaurants with a liquor license. Commissioner Schwartz asked for the definition of high-quality architecture. Mr. Maass stated high-quality architecture in terms of downtown design guidelines would be defined as primary and secondary materials and certain percentages of requirements in usage. Commissioner Schwartz asked if the architectural standards would be of a similar color palate and design style. Mr. Maass stated the design would be cohesive but not identical. 14 Planning Commission Minutes – September 19, 2023 2 Chair Noyes asked if this design requirement would be determined in advance. Mr. Maass stated the ordinances would dictate standards , but ordinances can also change over time. Commissioner Schwartz stated we tabled the Zupa’s restaurant because of the design requirements for the Central Business District. Commissioner Schwartz asked how this would apply to franchises with design standards. Mr. Maass stated the city ordinance would ask to see certain requirements based on the ordinance but would seek to find common ground while still applying City Code. Commissioner Goff requested to change the acronym CBD for Central Business District to a different acronym. Chair Noyes agreed with Commissioner Goff but would like to defer to Mr. Maass’ team to create a different terminology. Mr. Maass stated the name for the downtown zoning district could be revised so that the acronym would no longer be “CBD” which could cause confusion and that Staff would work to revise the zoning district name in the coming months. Commissioner Goff moved, Chair Noyes seconded, that the Chanhassen Planning Commission recommends the downtown zoning district name be updated so that the resulting acronym for the district is CBD . All voted in favor and the motion carried unanimously with a vote of 5 to 0. Commissioner Goff asked about secondary roadways in the Central Business District. He stated there were restrictions on the secondary roadways regarding building opportunities. He asked Mr. Maass to share insight here. Mr. Maass stated the greatest restrictions were on the primary roadways, where the secondary roadways create less restrictions for the development plans. Commissioner Goff clarified his question, explaining other downtowns do not restrict secondary roadways. Mr. Maass explained certain secondary roads are no longer included, such as Chan View. Commissioner Johnson echoed the concerns of Commissioner Goff, as there is a large area facing restrictions. Commissioner Johnson stated restrictions in certain areas do not seem as if they are part of downtown. Commissioner Schwartz asked where the cut-off for downtown should be. Commissioner Johnson stated the cut off should be one block from the primary roadways. Chair Noyes asked if the City Code is encouraging development. Mr. Maass stated the concerns Commissioner Johnson stated are welcomed. Mr. Maass stated the setback requirements could be relaxed in different zones as needed. Mr. Maass stated the policy and ordinance seeks to encourage developments to meet certain standards. Commissioner Schwartz asked for an example of the setbacks in reference to the Target building in Downtown West. Mr. Maass provided examples such as including a door or rotating the building to front the street rather than the parking lot. Commissioner Schwartz asked if Target desired to add a door on the wall that faces West 78th Street if that would confirm to the design vision. Mr. Maass confirmed that it would.. 15 Planning Commission Minutes – September 19, 2023 3 Commissioner Goff asked how a building typically seen occupied by a chain restaurant like a Jersey Mike’s would be impacted by this ordinance. Mr. Maass stated the building would need to be moved to within the applicable build to zone which is based on the roadway the building is adjacent to. Commissioner Schwartz asked where the parking lot would be moved. Mr. Maass stated the building would be near the front of the street to prioritize pedestrian options, and the parking lot would move to the back or side of the building. These rules would only be applied to these businesses if there was redevelopment. Mr. Maass stated if there were a new building constructed, the requirements would be applied. Commissioner Schwartz asked if one of these buildings experienced a fire, would they be permitted to rebuild as-is. Mr. Maass stated if the building burnt 50% or more, it would need to meet the new ordinance requirements. Chair Noyes asked if the city would be required to inform businesses about the city policies and how they could impact insurance for these businesses. Mr. Maass stated the businesses are responsible for adhering to city policies, but the city could include these changes in a letter to the business to help inform them of changes. Commissioner Schwartz asked how the parking would be impacted by changes. Mr. Maass stated the setback requirements could still leave room for access to parking lots in the rear. Mr. Maass stated the only restrictions would be based on property allowance. Chair Noyes stated they have received letters regarding the Central Business District. He asked Mr. Maass to review the letters. Mr. Maass reviewed two separate letters included for public comment. The first letter was from a resident who attended the previous Planning Commission meeting. The resident included comments on the Central Business District plans. The second letter was from Phillips, Edison & Co., the real estate trust that owns the Lunds & Byerly shopping center. Phillips, Edison & Co. recommended keeping drive thru’s as a use within at least a portion of the CBD district as well as eliminating the maximum setback for the rear and side lot lines. The city took into consideration and applied in the proposed Update the removal of maximum setbacks for rear and side lot lines. Commissioner Schwartz commented that many individuals enjoy drive-throughs and questioned whether it was appropriate for the city to negate these desires. Mr. Maass stated there is a demand in the marketplace to have a drive-through, but these will be located outside of the downtown area. Instead, these drive-throughs will be in areas with increased traffic flow capacity. Mr. Maass stated this City Code update could restrict certain franchises if their business model necessitates a drive thru. Commissioner Schwartz asked if the city would work with a franchisee who was interested in economic development that desired a drive-through to find a permittable location within the city. Mr. Maass indicated that yes, City Staff work with interested parties to find a space in the city for them which adheres to the city’s code of ordinances. Chair Noyes stated the Phillips, Edison & Co. letter recommended allowing drive-throughs in Downtown West. Chair Noyes questioned whether Café Zupas was at a point of leverage at this point. Chair Noyes opened the public hearing. There were no public comments. 16 Planning Commission Minutes – September 19, 2023 4 Chair Noyes closed the public hearing. Commissioner Goff asked if we should vote on this current City Code update or if it is too big. Commissioner Johnson stated he would consider changing the build-to zones on secondary roadways. Chair Noyes stated if there were ideas to differentiate district locations, we could consider this option. Chair Noyes stated much of the districts are already fully developed. This City Code would be incremental as property developers see opportunities for economic gain. Chair Noyes commented that we are retrofitting the downtown area, so these will be small changes over time. Chair Noyes said there needs to be an economic driver for companies to make investments in building changes. Commissioner Schwartz asked what the next steps were tonight. Planning Director Maass stated the Planning Commission would make a recommendation and the City Code would move to the City Council. Commissioner Goff questioned different setback options for secondary roadways that the City staff have considered. Mr. Maass stated if we want to relax the build-to zone, they could consider 40-foot to 50-foot setbacks at the secondary roadways. He commented that the build-to zones need to function together still. Chair Noyes asked where the Downtown West and Downtown Mixed Use are adjacent, which is at the east side of Target. Commissioner Goff stated this code update is our first take, but changes may occur in the future. Commissioner Goff moved, Commissioner Johnson seconded that the Chanhassen Planning Commission recommends recommend the City Council approve the Central Business District Update City Code as presented subject to the conditions of approval and adopt the Findings of Fact and Decision. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Planning Director Maass introduced the new associate City Planner Rachael Arsenault to the Commission. Ms. Arsenault shared her previous experience and stated she is excited for this new opportunity. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED SEPTEMBER 5, 2023 Commissioner Schwartz noted the summary Minutes of the Planning Commission meeting dated September 25, 2023 as presented. COMMISSION PRESENTATIONS: None. 17 Planning Commission Minutes – September 19, 2023 5 ADMINISTRATIVE PRESENTATIONS: None. CORRESPONDENCE DISCUSSION: None. ADJOURNMENT: Commissioner Johnson moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was adjourned at 7:02 p.m. Submitted by Eric Maass Planning Director 18 City Council Item October 30, 2023 Item Receive Park and Recreation Minutes dated September 26, 2023 File No.Item No: C.3 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Park and Recreation Minutes dated September 26, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 19 Park and Recreation Minutes dated September 26, 2023 20 CHANHASSEN PARK AND RECREATION COMMISSION REGULAR MEETING MINUTES SEPTEMBER 26, 2023 Chair Vasatka called the meeting to order at 6:00 p.m. City Manager Kim Meuwissen administered the oath of office for the new Youth Commissioner, Nischay Pattanashetty. MEMBERS PRESENT: Don Vasatka, Chair; Heather Markert, Vice Chair; Dan Eidsmo; Matt Kutz; Jim Peck; Scott Pharis; and Youth Commissioner Nischay Pattanashetty. MEMBERS ABSENT: Rob Swanson. STAFF PRESENT: Jerry Ruegemer, Park and Recreation Director; Adam Beers, Park Superintendent; Priya Tandon, Recreation Manager; Mitchell Czech, Recreation Supervisor; Jodi Sarles, Rec Center Manager; Mary Blazanin, Senior Center Coordinator; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: None. APPROVAL OF AGENDA: Commissioner Markert moved, Commissioner Peck 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: Jerry Ruegemer, Park and Recreation Director, apologized for tonight’s weather, which canceled the park ribbon-cutting event, which will not be rescheduled. VISITOR PRESENTATIONS: None. APPROVAL OF MINUTES: 1. Approve Park & Recreation Minutes dated August 22, 2023 Commissioner Pharis moved, Commissioner Peck seconded to approve the minutes of the Park and Recreation Commission meeting dated August 22, 2023 as presented. All voted in favor and the motion carried unanimously with a vote of 7 to 0. GENERAL BUSINESS: 21 Park and Recreation Commission Minutes – September 26, 2023 2 1. 2023-2024 Ice Skating Rink Location Recommendations Mitchell Czech, Recreation Supervisor, shared the staff recommendation to flood 11 ice rinks at six locations, with four staffed warming houses. Staff recommends eliminating the warming house at Roundhouse Park due to limited use. It previously hosted modified hours on weekends and there were only 28 people who visited the rink during the staffed hours throughout the season. The remaining rinks will remain the same in terms of hours. He reviewed the expenses of staff wages and rink maintenance from last year. He also reviewed the letter sent to residents in the Roundhouse Park neighborhood and shared neighborhood feedback regarding the closure. Commissioner Markert asked if the hours and amenities for each ice rink location are identified on the website. Mr. Czech shared that this information, along with ice conditions, is placed on the website and on social media. Commissioner Markert recommended sharing a map of the city with the ice rink locations marked to help residents. Mr. Ruegemer shared there is an ice rink map and page on their website. Commissioner Markert recommended also placing this information on social media. Commissioner Kutz asked if the financial savings from the Roundhouse Ice Rink could be placed into maintenance for other ice rinks with increased warming spells. Mr. Czech shared that the money would be allocated to the general fund. He stated staff does overnight ice rink flooding, but since the rinks are on blacktop surfaces there is only so much staff can do during warm spells. Commissioner Eidsmo asked how the blacktop surfaces are utilized during the off-season. Mr. Czech stated there was some usage, such as roller hockey, but limited groups use the spaces. Mr. Czech shared blacktop surfaces are used because they are the most cost-effective. Mr. Kutz stated they had previously discussed painting the surface white or using liners. Mr. Ruegemer explained color did not make a large difference. The asphalt surface is best for creating the rinks since it is porous. Chair Vasatka asked about the lighting for the family rink at Pioneer Park, which limits usage to before 5 p.m. He asked what it would take to place modified lighting at the park. Mr. Ruegemer explained he met with an electrician at Pioneer Pass to consider lighting options at the ice rink. The labor would be $6,800. He did not know if this would be viable, but it could be considered as a budgetary item in future years. Mr. Ruegemer also explored solar options but hasn’t found a good solution. Commissioner Markert moved, Commissioner Scott seconded to approve the Park and Recreation Staff’s recommendation for the ice rinks for the 2023-2024 season. All voted in favor and the motion carried unanimously with a vote of 7 to 0. 2. Request to Install a Sand Volleyball Court at Pheasant Hills Park 22 Park and Recreation Commission Minutes – September 26, 2023 3 Mr. Ruegemer shared a resident request from Ms. Walstrom to add a sand volleyball court to Pheasant Hills Park. The park hosts a playground, picnic shelter, basketball court, and a trail. Mr. Ruegemer stated there were previously sand volleyball courts at various neighborhood park locations, but these were removed due to limited usage. There are sand volleyball courts at community park locations. Pheasant Hills Park does not have a parking area, which creates a challenge for access to the sand volleyball court. He stated installing the sand volleyball court would take limited resources. Commissioner Markert asked if this would be located on the grass portion at the park. She did not want to eliminate the grass area. Mr. Ruegemer stated there are sometimes unscheduled soccer practices at the park. Commissioner Peck asked if the court would be lit to help with usage. Mr. Ruegemer stated it would not be lit. Chair Vasatka asked about the condition of the other neighborhood sand volleyball court at Chanhassen Hills Park. Mr. Ruegemer stated it has weeds growing in it, which could indicate limited use. Commissioner Kutz asked where the community sand volleyball courts were in relation to this park. Mr. Ruegemer shared Lake Ann was the closest option. Commissioner Pharis asked how requests like this were normally handled and if there were any studies completed. Mr. Ruegemer stated they would consider requests and sometimes they receive multiple requests. Commissioner Markert asked if there could be communication sent to the neighborhoods to ask about the interest in the courts, and whether that would be worthwhile. Chair Vasatka stated the cost could be larger than installing the court and asked how frequently the community courts were utilized. Mr. Ruegemer stated these are getting used often. Chair Vasatka shared it would be more beneficial to include a new sand volleyball court where there would be parking so other residents could utilize the amenities. Mr. Kutz agreed. Mr. Peck said the requester should show neighborhood support for the idea. REPORTS: 4. Senior Center Quarterly Update Mary Blazanin, Senior Center Coordinator, is giving her Senior Center Quarterly Report first, item H4. She reported that all of the summer Senior Center trips were sold out and the larger events were well-attended, such as the Lions Picnic and riverboat cruises. She shared that there are educational classes offered year-round, but fewer during the summer months. The classes were well-attended over the summer. She mentioned the helpful partnership with Tech Help and the Sheriff’s Department, and the art classes. Ms. Blazanin discussed the issue of rising food costs affecting seniors’ budgets and a new partnership with Humanity Alliance. The Commission on Aging is interested in working on the issue. Mr. Kutz mentioned leftover food from community events. Commissioner Markert stated 23 Park and Recreation Commission Minutes – September 26, 2023 4 the school system has extra food and she wondered if the Senior Center could benefit. Ms. Blazanin did not know if this would be a good fit at this time for the Senior Center to manage. 1. Recreation Center Quarterly Update Jodi Sarles, Rec Center Manager, stated the air conditioning was fixed in the facility. Some new weight equipment is on order. They hosted Community Day on August 19. This was not as well- attended due to the heat, but was enjoyed. The Barnyard Boogie was successful with 100 more attendees than last year. They are holding 24 dance classes with 188 enrollments, with 41 new dancers. The pickleball lessons have started. The outdoor pickleball courts have been fixed. She shared the Bone Adventure with Chucks and Don’s is ongoing for pet owners. Next Wednesday is the Healthy, Fit, and Thriving Expo for healthy aging. Carver County Public Health will be offering flu shots and updated Covid shots. Commissioner Peck asked if individuals scheduled a time to play pickleball at the outdoor courts. Ms. Sarles stated people rotate and use their paddles to claim a court for the next game. 2. 2023 Lake Ann Park Concession and Watercraft Rental Evaluation Mr. Czech shared that paddleboard rentals are the most popular rental. The Grey Duck Outdoor partnership for paddleboards continued and they look forward to continuing that next year. They also have new additions: a tandem kayak, digital menu boards, and a partnership with Boba Tonka Bubble Tea. The Square credit card readers have continued to be a beneficial feature, accounting for 63% of revenue. Reinstating the Concession Manager position was valuable, and he hopes to fill this position again next summer. He wants to consider paddleboard lessons or paddleboard yoga for next summer. Another idea is an evening option next year where individuals can rent boats later than 6 p.m. on a trial basis for one night a week. Commissioner Markert asked if it would be helpful to have a how-to video on an iPad for paddle boards if they could not find someone to host lessons. Mr. Czech stated his staff is trained in the basics to get individuals started, but lessons could help increase customer comfort with use. Chair Vasatka asked why we do not own the paddleboards, while we own the other watercraft. Mr. Ruegemer explained the upfront costs of the paddleboards were high when they originally started renting them, and partnerships were a cost-effective way to test the waters. Chair Vasatka asked if we were ever sold out and needed to rent more or less paddleboards. Mr. Czech shared the paddleboards were only all rented out simultaneously on two occasions. Mr. Czech also highlighted the rental company provides all the maintenance and storage for the paddleboards. 3. Park Maintenance Quarterly Update Adam Beers, Park Superintendent, stated the South Lotus playground was installed about a month ago and the neighborhood is happy with it. They received the playground for Sugar Bush 24 Park and Recreation Commission Minutes – September 26, 2023 5 Park and are removing the previous playground so they can install the new playground soon. The baseball field at Lake Susan has been redone. Magic Turf helped restore the baseball field to help prevent injuries and improve the playing experience. The Chanhassen Athletic Association is donating $5,000 toward the restoration. Bandimere Park Field 1 is currently out of circulation for maintenance. They are working on fall fertilizing, tree pruning, and irrigation shutdown. He stated seasonal employees do a lot of work to help with park maintenance and are an important part of the operation. Commissioner Markert shared there was a lot of excitement for the Sugar Bush Park playground and asked for the installation date. Mr. Beers stated within the next two weeks, weather permitting. Commissioner Eidsmo asked if the Baseball Association had discussed baseball scoreboards with staff. Mr. Beers said there had been no active discussion. Commissioner Eidsmo said someone on the Baseball Association board had talked about paying for new scoreboard equipment. 5. Lake Ann Park Preserve Update Mr. Ruegemer stated they will likely go to bid for the project in November of 2023, to begin work in late winter. The City Council approved the Phase 2 funding for this project last night. He stated the boardwalks and bridge at the Preserve will be done in 2024. The boardwalks’ initially proposed lengths were reduced after soil sampling, which will help save costs in the project. He plans to share a longer update at the next meeting and the next steps of the project. He explained that playground and trail project funding originally planned for next year will go towards the Lake Ann Park Preserve in 2024, so those projects will likely see updates in 2025. COMMISSION MEMBER COMMITTEE REPORTS: None. COMMISSION MEMBER PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: None. ADJOURNMENT: Commissioner Markert moved, Commissioner Eidsmo 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 7:27 p.m. Submitted by Jerry Ruegemer Park and Recreation Director 25 City Council Item October 30, 2023 Item Receive Commission on Aging Minutes dated September 15, 2023 File No.Item No: C.4 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Commission on Aging minutes dated September 15, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 26 Commission on Aging Minutes dated September 15, 2023 27 CHANHASSEN COMMISSION ON AGING MINUTES September 15, 2023 MEMBERS PRESENT: Gwen Block, Beth Mason, Ruth Lunde, Bhakti Modi, Kara Cassidy, Laura Baumtrog (Commissioner Modi joined the meeting at 10:20.) MEMBERS ABSENT: Ruth Slivken, Jim Camarata STAFF PRESENT: Eric Maass, Planning Director, Mary Blazanin, Senior Center Coordinator, Jerry Ruegemer, Park & Recreation Director GUESTS PRESENT– Linnea Fonnest, Adults Services Librarian. Dawn Plumer, Carver County Health and Human Services APPROVAL OF AGENDA Commissioner Block made the motion to approve the agenda. Commissioner Cassidy seconded. All members voted in favor and the motion carried. Agenda was approved. COMMISSION ON AGING MINUTES MAY 19, 2023 Commissioner Cassidy made the motion to approve the minutes. Commissioner Mason seconded. All members voted in favor and the motion carried. Minutes were approved. DISCUSSION ITEMS: Discussion between Commission On Aging and Senior Volunteer Corps Members from the commission on aging and senior volunteer corps introduced themselves to one another and senior center coordinator provided a brief summary to the Commission as to what the goals and activities of the volunteer corps is and the integral role they play in successful programming of the senior center. The Commission thanked the volunteer corp for all of their efforts past and future and looks forward to continued coordination between the two groups. Parks and Recreation Department Updates The city’s Park and Recreation Director, Jerry Ruegemer, presented to the Commission an update on the Lake Ann Park Preserve project as well as the potential Chanhassen Bluff’s sports complex. The Lake Ann Park Preserve project is currently going through the design and permitting process and anticipates construction in 2024. The Chanhassen Bluff’s sports complex project is anticipating a local option sales tax referendum in November 2024. If passed, funding through the $0.50 sales tax would generate revenue to help pay for the regional sports complex. Senior Community Services Lee Ann Eiden and Adele Mehta from Senior Community Services presented to the Commission On Aging meeting on the services offered by the Senior Community Services organization. VISITOR PRESENTATIONS: Linnea Fonnest gave an update to the Commission about an upcoming Trellis event on September 21st at 3 p.m. in the library and encouraged attendance. 28 ADJOURNMENT: Commissioner Mason called for meeting adjournment. Commissioner Baumtrog seconded the motion. All voted in favor and the motion carried. Meeting adjourned at 11:32 a.m. Minutes prepared by Eric Maass, Planning Director 29 City Council Item October 30, 2023 Item Receive Environmental Commission Minutes dated September 13, 2023 File No.Item No: C.5 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Environmental Commission minutes dated September 13, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 30 Environmental Commission Minutes dated September 13, 2023 31 1 Chanhassen Environmental Commission (EC) 6:00 pm September 13, 2023 Members Present: Kristin Fulkerson, Leslie Elhadi, Greg Hawks, Scot Lacek, Scott Grefe, Billy Cripe, Kaisa Buckholz Members Absent: None Staff Present: Jamie Marsh, Environmental Resources Intern, Jenny Potter, Administrative Assistant Visitors: Judy Harder Oath of Office Jenny Potter administered the oath of office to new Youth Commissioner Ryan Farnan. Minutes July minutes were approved. Visitor Presentations - GreenSteps presentation from Kristin Mroz- MPCA 147 communities participate in GreenSteps. It is a partnership of state agencies and non-profits, including the League of Minnesota Cities. Step 1 – City Council resolution committing to sustainability. Then one point of contact is identified. Steps 2 & 3 are implementing and reporting best practice actions. Steps 4 & 5 look at metrics and outcomes. There are 181 different actions that communities can take. Chanhassen joined in August of 2018 and is at step 2. Kristin gave an overview of resources and information to continue on the GreenSteps path. Zebra Mussel Update Zebra mussels were found in Lake Ann at the end of July. Riley Purgatory Bluff Creek Watershed District, Carver County, and the Minnesota DNR worked together to do a copper sulfate treatment of the lake near the boat launch. The lake will continue to be monitored for zebra mussels. Plan Fall Trivia Night Event November 14 is booked for the event at 7 to 9 pm. Food waste, holiday waste, invasive species, Chanhassen local questions, trees, and sustainability will be the categories for questions. Questions need to be in by the next meeting in October. Kristin and Billy will compile the questions that each commissioner creates. Scot & Greg invasive species, Kaisa – holiday waste, Leslie – food waste, Kristin – local questions (environmental academy questions), Billy - pollinators and one tie-breaker category. 5 questions on each topic. 32 2 August Environmental Academy Re-cap Scott. G, Greg, Jamie, & Matt all attended the August Academy. Manuel did a presentation on trees, and he gave a great presentation on “What is wrong with my tree”. Questions were answered and overall, everyone who came was engaged. There were approximately 9 attendees. September Environmental Academy Planning The event is ready. Tour of the Environmental Center in Chaska. Facility tour will be given with time for questions. Thursday, September 21, at 7 pm. There are 21 people signed up. Scott Carver Community Recycling Ambassador Program Carver and Scott County partnered on this program but it is being postponed until the spring. Commissioner Presentation Watershed meeting – Chanhassen is going to work with the watershed and Highway 5 to redo the underpass at Galpin and Bluff Creek. Harvest Moon Pot Luck It was originally where the commissioners brought food from their garden and shared it with everyone. It is during the October meeting. It has turned into a potluck/bring-your-own meal since 2020. It is the October 11 meeting. Meeting adjourned at 7:49 pm Minutes prepared by Jenny Potter 33 City Council Item October 30, 2023 Item Receive Economic Development Commission Minutes dated September 12, 2023 File No.Item No: C.6 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Economic Development Commission minutes dated September 12, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION 34 ATTACHMENTS Economic Development Commission minutes dated September 12, 2023 35 CHANHASSEN ECONOMIC DEVELOPMENT COMMISSION REGULAR MEETING SEPTEMBER 12, 2023 Acting Chair Freeman called the meeting to order at 5:30 p.m. MEMBERS PRESENT: Chris Freeman, Stacy Goff, Luke Bame, and Cohen Lee MEMBERS ABSENT: Chair Eric Anderson, Vice Chair Duke Zurek STAFF PRESENT: Eric Maass, Planning Director PUBLIC PRESENT: Patricia Fernandes, Judy Harder. Member Bame moved, Member Goff seconded to approve the agenda. All voted in favor and the motion carried unanimously with a vote of 4 to 0. APPROVAL OF MINUTES: APPROVE ECONOMIC DEVELOPMENT COMMISSION MINUTES DATED AUGUST 8, 2023 Member Goff moved, Member Bame seconded to approve the Minutes of the Economic Development Commission meeting dated August 8, 2023, as presented. All voted in favor and the motion carried unanimously with a vote of 4 to 0. DISCUSSION/GENERAL BUSINESS ITEMS: 1. Follow-up discussion on Downtown Zoning District Uses Planning Director Eric Maass presented the proposed revisions to the permitted, conditional, interim, and accessory uses within the Central Business District (CBD) zoning district, as well as potential revisions to development standards for the district such as setbacks and height limitations. The commission discussed the potential for targeting retail, entertainment, and restaurant uses in front on West 78th Street and office-type uses on the backsides of those buildings. EDC members discussed the current traffic patterns within the downtown area and how that will likely evolve over time as development takes place and road projects are completed that prioritize pedestrians and pedestrian safety. Following a discussion of the potential redevelopment opportunities east and west of Kerber Boulevard, the commissioners were generally supportive of the proposed 36 Economic Development Commission – September 12, 2023 2 revisions to permitted, conditional, interim, and accessory uses along with proposed setbacks and height limitations. ADJOURNMENT: Member Bame moved, Member Lee seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The Economic Development Commission meeting was adjourned the meeting at 6:22 p.m. Submitted by Eric Maass Planning Director 37 City Council Item October 30, 2023 Item Approve Claims Paid dated October 30, 2023 File No.Item No: C.7 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Grinnell SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated October 30, 2023." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION The following claims are submitted for review and approval on October 30, 2023: Total Claims $2,115,980.82 BUDGET RECOMMENDATION 38 ATTACHMENTS Payment Summary Payment Detail 39 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount 5840 Loring 06/16/2023 0.00 7.00 A Ramp 8067 06/16/2023 0.00 16.00 Airbnb 06/16/2023 0.00 2,457.53 ALDI 06/16/2023 0.00 14.46 Alert-All Corp 06/16/2023 0.00 3,871.00 AllData 06/16/2023 0.00 1,500.00 Amazon 06/16/2023 0.00 4,388.23 American Legion 06/16/2023 0.00 126.70 American Public Works Association 06/16/2023 0.00 2,178.66 Amy's Hallmark 06/16/2023 0.00 12.89 AP Style Book 06/16/2023 0.00 115.85 Apple.com 06/16/2023 0.00 1.98 Best Western Hotels 06/16/2023 0.00 777.45 Bitly, Inc 06/16/2023 0.00 35.00 Chanhassen Floral 06/16/2023 0.00 332.86 Chick-Fil-A 06/16/2023 0.00 247.18 Cocina Del Barrio 06/16/2023 0.00 19.37 Core & Main LP 06/16/2023 0.00 1,212.72 Costco Wholesale 06/16/2023 0.00 51.96 Crooked Pint 06/16/2023 0.00 20.17 Crown Awards 06/16/2023 0.00 76.82 Cub Foods 06/16/2023 0.00 113.49 Depositphotos Inc. 06/16/2023 0.00 321.05 DPS Firefighter Licensing 06/16/2023 0.00 750.00 Economic Development Assn of MN 06/16/2023 0.00 710.00 El Tequila Mexican 06/16/2023 0.00 23.72 FontSpring 06/16/2023 0.00 46.40 FSMN/Menuetta 06/16/2023 0.00 118.25 Game One 06/16/2023 0.00 28.32 GoDaddy.com LLC 06/16/2023 0.00 313.26 Good Day Cafe 06/16/2023 0.00 200.65 Government Finance Officers Association 06/16/2023 0.00 78.35 Grainger 06/16/2023 0.00 565.25 Granicus 06/16/2023 0.00 7,526.41 Green Mill 06/16/2023 0.00 31.37 Haaf Ramp 8070 06/16/2023 0.00 16.00 Hach Company 06/16/2023 0.00 1,642.56 Hilton Hotels & Resorts 06/16/2023 0.00 178.52 Holiday Inn & Suites 06/16/2023 0.00 136.92 Home Depot 06/16/2023 0.00 1,453.37 Huelife 06/16/2023 0.00 160.00 Hurtado Barbecue 06/16/2023 0.00 27.46 Indelco Plastics Corporation 06/16/2023 0.00 129.24 Jamf Software, LLC 06/16/2023 0.00 138.00 Page 1 of 10 40 Vendor Name Check Date Void Checks Check Amount Jimmy Johns 06/16/2023 0.00 181.85 Kahoot! 06/16/2023 0.00 468.00 Kohinoor Bar & Grill 06/16/2023 0.00 35.85 Lasercrafting 06/16/2023 0.00 11.50 LEEANN CHIN 06/16/2023 0.00 249.23 Lettering.com 06/16/2023 0.00 191.06 Live By Loews Arlington 06/16/2023 0.00 546.26 Lunds & Byerly's 06/16/2023 0.00 78.46 Menards 06/16/2023 0.00 216.44 Merlins Ace Hardware 06/16/2023 0.00 101.28 Metropolitan Council Enviromental Services 06/16/2023 0.00 20,000.00 MN Association of Government Communicators 06/16/2023 0.00 240.00 Monoprice.com 06/16/2023 0.00 214.74 MSP Airport Parking 06/16/2023 0.00 92.00 Noodles & Company 06/16/2023 0.00 22.54 Office Max/Office Depot 06/16/2023 0.00 78.63 Ordway Center 06/16/2023 0.00 351.30 O'Reilly Auto Parts 06/16/2023 0.00 13.95 Padelford Packet Boat Company 06/16/2023 0.00 245.00 Panera Bread 06/16/2023 0.00 310.55 Party City 06/16/2023 0.00 223.88 Pizzaioli 06/16/2023 0.00 50.12 Postmaster 06/16/2023 0.00 20.98 Quest Components 06/16/2023 0.00 39.50 Sam's Club 06/16/2023 0.00 293.49 Seton Indentification Products 06/16/2023 0.00 58.35 Staking University 06/16/2023 0.00 795.00 Stratoguard, LLC 06/16/2023 0.00 227.04 The Business Journal 06/16/2023 0.00 150.00 The Corral Bar & Grill 06/16/2023 0.00 39.02 The Garden By The Woods 06/16/2023 0.00 304.00 TJ Office Furniture 06/16/2023 0.00 295.70 Tono Pizzeria 06/16/2023 0.00 176.23 Treasure Island Resort & Casino 06/16/2023 0.00 17.70 U of M Contlearning 06/16/2023 0.00 155.00 Uber 06/16/2023 0.00 81.12 Uline.com 06/16/2023 0.00 317.11 Vics Bar & Grill 06/16/2023 0.00 20.00 Viking Electric Supply 06/16/2023 0.00 287.25 Walgreens 06/16/2023 0.00 29.15 Warning Worx 06/16/2023 0.00 448.00 Zoom 06/16/2023 0.00 85.90 4 All Promos 07/18/2023 0.00 1,383.91 5840 Loring 07/18/2023 0.00 35.00 ALDI 07/18/2023 0.00 57.97 Amazon 07/18/2023 0.00 4,305.04 American Water Works Association 07/18/2023 0.00 233.00 Antisyphon 07/18/2023 0.00 575.00 Apple.com 07/18/2023 0.00 1.98 Association of MN Emergency Managers 07/18/2023 0.00 100.00 Bitly, Inc 07/18/2023 0.00 35.00 Browns Tire And Auto 07/18/2023 0.00 50.00 Cabin Fever Sporting Goods 07/18/2023 0.00 883.10 Canva 07/18/2023 0.00 119.99 Page 2 of 10 41 Vendor Name Check Date Void Checks Check Amount City of Chanhassen 07/18/2023 0.00 0.00 Costco Wholesale 07/18/2023 0.00 5.99 Cub Foods 07/18/2023 0.00 278.84 Dell 07/18/2023 0.00 2,160.00 Depositphotos Inc. 07/18/2023 0.00 -321.05 Domino's Pizza 07/18/2023 0.00 52.49 DPS Firefighter Licensing 07/18/2023 0.00 150.00 FedEx Office 07/18/2023 0.00 46.69 Fire Marshals Association of Minnesota 07/18/2023 0.00 40.00 Gatehouse Supplies 07/18/2023 0.00 73.04 Gertens 07/18/2023 0.00 2,122.76 Government Finance Officers Association 07/18/2023 0.00 620.00 Grainger 07/18/2023 0.00 380.14 Grundens USA 07/18/2023 0.00 769.94 Hach Company 07/18/2023 0.00 241.91 Home Depot 07/18/2023 0.00 1,375.92 Hyatt Regency 07/18/2023 0.00 1,148.60 ICMA 07/18/2023 0.00 865.00 IMPARK 07/18/2023 0.00 25.00 Jamf Software, LLC 07/18/2023 0.00 136.00 Jersey Mike's Subs 07/18/2023 0.00 125.57 Jimmy Johns 07/18/2023 0.00 87.50 Kwik Trip 07/18/2023 0.00 797.60 League of Minnesota Cities 07/18/2023 0.00 250.00 Lube-Tech 07/18/2023 0.00 1,172.88 Menards 07/18/2023 0.00 115.20 Merlins Ace Hardware 07/18/2023 0.00 75.32 Metropolitan Council Enviromental Services 07/18/2023 0.00 20,000.00 Minnesota Rural Water Association 07/18/2023 0.00 900.00 MN Association of Government Communicators 07/18/2023 0.00 120.00 MN Association of Plumbing & Mechanical Officials 07/18/2023 0.00 55.00 MN Dept of Agriculture 07/18/2023 0.00 78.73 MN Government Center 07/18/2023 0.00 27.00 MN Recreation and Park Association 07/18/2023 0.00 125.00 Municipal Clerk and Finance Officers 07/18/2023 0.00 100.00 National Recreation and Park Association 07/18/2023 0.00 905.00 Northern Tool+Equipment 07/18/2023 0.00 435.33 Occupational Safety and Health Adminstration 07/18/2023 0.00 131.95 Office Max/Office Depot 07/18/2023 0.00 68.14 Patrick McGovern's 07/18/2023 0.00 84.62 Patron Mexican Resturant 07/18/2023 0.00 12.67 Postmaster 07/18/2023 0.00 12.60 PumpAlarm.com 07/18/2023 0.00 49.99 Reds Savoy Pizza 07/18/2023 0.00 253.95 Sam's Club 07/18/2023 0.00 281.15 Smartpress.com 07/18/2023 0.00 191.15 Southwest Metro Chamber of Commerce 07/18/2023 0.00 400.00 Stratoguard, LLC 07/18/2023 0.00 227.04 Target 07/18/2023 0.00 316.63 The Garden By The Woods 07/18/2023 0.00 376.65 Twins Ballpark LLC 07/18/2023 0.00 4,114.00 US Bank Rebate 07/18/2023 0.00 -3,011.27 Wal-Mart 07/18/2023 0.00 64.02 Zoom 07/18/2023 0.00 85.90 Page 3 of 10 42 Vendor Name Check Date Void Checks Check Amount 1Password 08/16/2023 0.00 35.88 4Imprint 08/16/2023 0.00 364.34 Airchek 08/16/2023 0.00 162.45 ALDI 08/16/2023 0.00 34.85 Amazon 08/16/2023 0.00 2,641.70 American Legion 08/16/2023 0.00 112.84 Apple.com 08/16/2023 0.00 0.99 Avery Products Corporation 08/16/2023 0.00 23.89 Batteries Plus 08/16/2023 0.00 327.40 Bitly, Inc 08/16/2023 0.00 35.00 Boba Tonka Bubble Tea 08/16/2023 0.00 600.00 Caribou Coffee 08/16/2023 0.00 3.32 Chanhassen Dinner Theatre 08/16/2023 0.00 11.66 Core & Main LP 08/16/2023 0.00 757.16 Costco Wholesale 08/16/2023 0.00 590.42 Cub Foods 08/16/2023 0.00 1,143.55 Dell 08/16/2023 0.00 7,209.26 Dick's Sporting Goods 08/16/2023 0.00 827.91 Dollar Tree Stores Inc 08/16/2023 0.00 37.62 Ebay 08/16/2023 0.00 6.40 Etsy 08/16/2023 0.00 6.43 Experts Exchange 08/16/2023 0.00 199.95 FSMN/Menuetta 08/16/2023 0.00 501.00 Fusion Learning Partners 08/16/2023 0.00 50.00 Game One 08/16/2023 0.00 34.94 Government Finance Officers Association 08/16/2023 0.00 530.00 Grainger 08/16/2023 0.00 18.05 Hilton Hotels & Resorts 08/16/2023 0.00 -41.76 Home Depot 08/16/2023 0.00 1,517.00 Hootsuite Inc 08/16/2023 0.00 588.00 ICMA 08/16/2023 0.00 1,571.00 International Hotel 08/16/2023 0.00 412.14 International Institute Municipal Clerks 08/16/2023 0.00 -90.00 IR Industrial 08/16/2023 0.00 356.72 Jamf Software, LLC 08/16/2023 0.00 136.00 Jimmy Johns 08/16/2023 0.00 333.70 Kahler Parking 08/16/2023 0.00 34.60 KeeperSecurity.com 08/16/2023 0.00 4,290.00 Kona Ice Twin Cities 08/16/2023 0.00 118.00 Kwik Trip 08/16/2023 0.00 66.96 LogMeIn Inc 08/16/2023 0.00 1,030.80 Lunds & Byerly's 08/16/2023 0.00 104.94 Marriott 08/16/2023 0.00 370.41 Menards 08/16/2023 0.00 -31.37 Merlins Ace Hardware 08/16/2023 0.00 23.37 Minnesota Rural Water Association 08/16/2023 0.00 150.00 Minnesota Trophies & Gifts 08/16/2023 0.00 150.20 MN American Water Works Association 08/16/2023 0.00 660.00 NORTH COOP 08/16/2023 0.00 104.00 Northern Tool+Equipment 08/16/2023 0.00 120.81 Occupational Safety and Health Adminstration 08/16/2023 0.00 156.00 Office Max/Office Depot 08/16/2023 0.00 257.34 O'Reilly Auto Parts 08/16/2023 0.00 83.16 Panera Bread 08/16/2023 0.00 120.23 Page 4 of 10 43 Vendor Name Check Date Void Checks Check Amount Pantone 08/16/2023 0.00 89.99 Party City 08/16/2023 0.00 62.72 Pickleball Central 08/16/2023 0.00 1,055.58 Pizzaioli 08/16/2023 0.00 214.18 Postmaster 08/16/2023 0.00 16.26 Proclip USA 08/16/2023 0.00 58.75 Rey Azteca 08/16/2023 0.00 74.80 Sam's Club 08/16/2023 0.00 83.39 Smallrig Technology 08/16/2023 0.00 330.12 Smartpress.com 08/16/2023 0.00 91.28 Southwest Metro Chamber of Commerce 08/16/2023 0.00 40.00 Stampli 08/16/2023 0.00 136.20 Stratoguard, LLC 08/16/2023 0.00 230.56 Target 08/16/2023 0.00 982.05 Temu.com 08/16/2023 0.00 24.14 Tessco 08/16/2023 0.00 310.84 ThaiPop 08/16/2023 0.00 27.26 Von Hanson's Meats 08/16/2023 0.00 53.67 Wal-Mart 08/16/2023 0.00 104.24 Zoom 08/16/2023 0.00 85.90 4Imprint 09/18/2023 0.00 -364.34 Active911 Inc 09/18/2023 0.00 837.00 ALDI 09/18/2023 0.00 3.29 Alert-All Corp 09/18/2023 0.00 2,157.00 Amazon 09/18/2023 0.00 3,938.79 American Legion 09/18/2023 0.00 35.61 American Pleasure Products, LLC 09/18/2023 0.00 984.68 Apple.com 09/18/2023 0.00 0.99 Axels 09/18/2023 0.00 15.03 Batteries Plus 09/18/2023 0.00 62.35 Bitly, Inc 09/18/2023 0.00 35.00 Blackburn Manufacturing 09/18/2023 0.00 925.36 Boba Tonka Bubble Tea 09/18/2023 0.00 525.00 Buca Di Beppo 09/18/2023 0.00 46.39 Buffalo Outdoor Storage 09/18/2023 0.00 1,100.00 Chipotle Mexican Grill 09/18/2023 0.00 229.78 Core & Main LP 09/18/2023 0.00 675.97 Cub Foods 09/18/2023 0.00 129.59 Domino's Pizza 09/18/2023 0.00 217.14 DX Events 09/18/2023 0.00 517.50 Economic Development Assn of MN 09/18/2023 0.00 110.00 Eyewash Direct 09/18/2023 0.00 94.44 Facebook 09/18/2023 0.00 29.69 FF Manufacturing Inc 09/18/2023 0.00 109.70 FSMN/Menuetta 09/18/2023 0.00 102.99 Global Leadership Network 09/18/2023 0.00 99.00 Government Finance Officers Association 09/18/2023 0.00 50.00 Greenheck Fan Corp 09/18/2023 0.00 329.83 Home Depot 09/18/2023 0.00 1,122.72 IR Industrial 09/18/2023 0.00 417.34 Jamf Software, LLC 09/18/2023 0.00 138.00 Kwik Trip 09/18/2023 0.00 74.69 League of Minnesota Cities 09/18/2023 0.00 55.00 LEEANN CHIN 09/18/2023 0.00 437.34 Page 5 of 10 44 Vendor Name Check Date Void Checks Check Amount Mayta's Cafe Chaska 09/18/2023 0.00 11.68 McMaster-Carr 09/18/2023 0.00 152.76 Menards 09/18/2023 0.00 561.34 Merlins Ace Hardware 09/18/2023 0.00 137.81 Metropolitan Council Enviromental Services 09/18/2023 0.00 20,000.00 Minnesota Rural Water Association 09/18/2023 0.00 450.00 Minnesota Trophies & Gifts 09/18/2023 0.00 235.70 MN American Water Works Association 09/18/2023 0.00 660.00 MN Dept of Labor and Industry 09/18/2023 0.00 45.00 MN Government Finance Officers Association 09/18/2023 0.00 8.00 Na's Thai Cafe 09/18/2023 0.00 87.66 Northern Tool+Equipment 09/18/2023 0.00 75.25 Office Max/Office Depot 09/18/2023 0.00 150.30 Olsen Chain and Cable 09/18/2023 0.00 114.71 Panera Bread 09/18/2023 0.00 246.49 Partstree.com 09/18/2023 0.00 21.38 Party City 09/18/2023 0.00 16.11 Pop Up Party Rental 09/18/2023 0.00 278.09 Postmaster 09/18/2023 0.00 5.40 Premium Parking 09/18/2023 0.00 10.85 Qdoba 09/18/2023 0.00 640.24 Red Bench Bakery 09/18/2023 0.00 39.82 Reds Savoy Pizza 09/18/2023 0.00 244.41 Sav-A-Jake Internation 09/18/2023 0.00 496.59 Smallrig Technology 09/18/2023 0.00 26.82 Smartpress.com 09/18/2023 0.00 115.97 Southwest Metro Chamber of Commerce 09/18/2023 0.00 60.00 Stampli 09/18/2023 0.00 1,362.00 Starbucks 09/18/2023 0.00 5.32 Stratoguard, LLC 09/18/2023 0.00 230.56 Target 09/18/2023 0.00 1,456.55 The Business Journal 09/18/2023 0.00 4.00 The Trenton Corporation 09/18/2023 0.00 132.32 Tractor Supply 09/18/2023 0.00 53.68 Under Armour 09/18/2023 0.00 202.50 USA Inflatable 09/18/2023 0.00 590.51 USABlueBook 09/18/2023 0.00 390.46 Zoom 09/18/2023 0.00 85.90 A Touch of Magic, Inc 10/05/2023 0.00 307.00 Advanced Engineering & Environmental Services, LLC 10/05/2023 0.00 11,540.50 ALICIA PAVELKO 10/05/2023 0.00 92.77 ALISON & MATTHEW WALTER 10/05/2023 0.00 311.90 AMANDA SCHERMANN 10/05/2023 0.00 146.29 American Family Life Assurance Company of Columbus 10/05/2023 0.00 124.80 AMERICAN TIRE DISTRIBUTORS INC 10/05/2023 0.00 143.52 ANA CAROLINA SPOLIDORO QUEIROZ 10/05/2023 0.00 200.61 ARAMARK Refreshment Services, LLC 10/05/2023 0.00 1,426.93 Boarman Kroos Vogel Group Inc 10/05/2023 0.00 6,153.02 BORDER STATES ELECTRIC SUPPLY 10/05/2023 0.00 577.98 Boyer Ford Trucks 10/05/2023 0.00 232.98 BRAUN INTERTEC CORPORATION 10/05/2023 0.00 3,145.00 BRYAN ROCK PRODUCTS INC 10/05/2023 0.00 385.03 BURNET TITLE 10/05/2023 0.00 40.72 CENTURYLINK 10/05/2023 0.00 1,764.55 Page 6 of 10 45 Vendor Name Check Date Void Checks Check Amount CHANHASSEN VILLAGER 10/05/2023 0.00 61.00 Cintas Corporation No. 2 10/05/2023 0.00 18.98 City of Victoria 10/05/2023 0.00 322.00 Cleaning Solutions Services 10/05/2023 0.00 7,871.70 Colonial Life & Accident Insurance Co 10/05/2023 0.00 128.46 COMPUTER INTEGRATION TECHN. 10/05/2023 0.00 557.60 Corey Stark 10/05/2023 0.00 57.00 CUB FOODS 10/05/2023 0.00 168.92 Custom Refrigeration Inc 10/05/2023 0.00 1,201.45 DAVID & NIKKI DUMMER 10/05/2023 0.00 276.06 DIANNE SUE SCHAFER 10/05/2023 0.00 15.51 EDWARD J. & AMANDA R. KARASEK 10/05/2023 0.00 603.52 Elan City Inc 10/05/2023 0.00 147.00 ELLIS THOMAS 10/05/2023 0.00 133.85 EPIC EVENT RENTAL 10/05/2023 0.00 70.85 ESS BROTHERS & SONS INC 10/05/2023 0.00 2,257.08 FACTORY MOTOR PARTS COMPANY 10/05/2023 0.00 141.75 Ferguson Waterworks #2518 10/05/2023 0.00 4,265.11 FIDELITY NATIONAL TITLE COMPANY 10/05/2023 0.00 241.45 FleetPride, Inc. 10/05/2023 0.00 7.99 FLEX TITLE COMPANY 10/05/2023 0.00 28.86 FLEX TITLE COMPANY 10/05/2023 0.00 229.22 GONYEA HOMES 10/05/2023 0.00 30,800.00 GRAYBAR 10/05/2023 0.00 1,130.44 HANSEN THORP PELLINEN OLSON 10/05/2023 0.00 9,118.00 HAWKINS CHEMICAL 10/05/2023 0.00 30,318.32 INDEPENDENT SCHOOL DIST 112 10/05/2023 0.00 7,279.20 Infosend, Inc 10/05/2023 0.00 4,230.46 Innovative Office Solutions LLC 10/05/2023 0.00 96.79 IUOE Local #49 10/05/2023 0.00 735.00 Jennifer Xuan Tuyet Doan-Nguyen 10/05/2023 0.00 578.52 Joyce Egersett 10/05/2023 0.00 40.00 JUDITH A. WEIDNER 10/05/2023 0.00 176.54 Juli Al-Hilwani 10/05/2023 0.00 304.50 KATH FUEL OIL SERVICE 10/05/2023 0.00 12,101.80 Kerry Maus 10/05/2023 0.00 457.50 KIMLEY HORN AND ASSOCIATES INC 10/05/2023 0.00 31,456.53 Lakeside Promotions 10/05/2023 0.00 428.41 Lennar 10/05/2023 0.00 15,000.00 Loch Monster Plumbing, LLC 10/05/2023 0.00 17,824.64 MERLINS ACE HARDWARE 10/05/2023 0.00 485.81 Metro Garage Door Company 10/05/2023 0.00 1,173.21 Midwest Electric Generator 10/05/2023 0.00 64.00 Minuteman Press 10/05/2023 0.00 87.00 MN NCPERS LIFE INSURANCE 10/05/2023 0.00 128.00 MN VALLEY ELECTRIC COOP 10/05/2023 0.00 214.36 North American Safety, Inc. 10/05/2023 0.00 407.43 NORTHLAND RECREATION LLC 10/05/2023 0.00 5,500.00 Nuss Truck & Equipment 10/05/2023 0.00 500.57 O'Reilly Automotive Inc 10/05/2023 0.00 44.63 PAUL PALMER 10/05/2023 0.00 57.00 Pitney Bowes Inc. 10/05/2023 0.00 545.04 POMP'S TIRE SERVICE INC 10/05/2023 0.00 1,390.00 PRAIRIE RESTORATIONS INC 10/05/2023 0.00 265.00 Page 7 of 10 46 Vendor Name Check Date Void Checks Check Amount RESULTS TITLE 10/05/2023 0.00 121.70 Rochon Corporation 10/05/2023 0.00 1,552.74 SEH 10/05/2023 0.00 5,601.16 Senja Inc 10/05/2023 0.00 128.00 Shadywood Tree Experts and Landscaping 10/05/2023 0.00 13,318.00 SiteOne Landscape Supply 10/05/2023 0.00 1,520.31 Spectrum Screen Printing Inc 10/05/2023 0.00 646.44 SPENCER & ELIZABETH FUNKE 10/05/2023 0.00 37.45 Springbrook 10/05/2023 0.00 189.00 Sun Life Financial 10/05/2023 0.00 3,385.24 SUSAN JORGENSEN 10/05/2023 0.00 194.77 Taylor Pederson 10/05/2023 0.00 1,735.56 TimeSaver Off Site Secretarial, Inc 10/05/2023 0.00 159.00 TIMOTHY & SUSAN THOMPSON 10/05/2023 0.00 425.90 TITLE MARK LLC 10/05/2023 0.00 22.23 TITLEMARK LLC 10/05/2023 0.00 32.86 Tom Marcsisak 10/05/2023 0.00 1,995.00 Top Notch Construction 10/05/2023 0.00 2,560.00 Travis Ott 10/05/2023 0.00 578.52 TruGreen Processing Center 10/05/2023 0.00 1,642.00 US Home Corporation 10/05/2023 0.00 2,500.00 VALLEY-RICH CO INC 10/05/2023 0.00 6,061.24 VERIZON WIRELESS 10/05/2023 0.00 4,805.50 VESSCO INC 10/05/2023 0.00 2,278.38 WATERMARK TITLE AGENCY 10/05/2023 0.00 28.61 WHITNEY HELENE METZGER 10/05/2023 0.00 15.57 WM MUELLER & SONS INC 10/05/2023 0.00 980.22 XCEL ENERGY INC 10/05/2023 0.00 13,911.58 Zoho Corporation 10/05/2023 0.00 3,240.00 Active911, Inc. 10/12/2023 0.00 1,453.50 Ashley McGovern 10/12/2023 0.00 427.00 Bauer Built Inc 10/12/2023 0.00 1,344.97 Blake Bogema 10/12/2023 0.00 56.00 Bohlmann, Inc. 10/12/2023 0.00 67.50 Carver County 10/12/2023 0.00 1,100.00 Cathy Black 10/12/2023 0.00 1,000.00 Cintas Corporation No. 2 10/12/2023 0.00 21.45 CUMMINS NPOWER 10/12/2023 0.00 168.79 DANIELLE WASHBURN 10/12/2023 0.00 406.04 Enterprise FM Trust 10/12/2023 0.00 24,973.72 Ferguson Waterworks #2518 10/12/2023 0.00 710.57 FleetPride, Inc. 10/12/2023 0.00 260.00 Go Gymnastics 10/12/2023 0.00 1,123.38 Guard Guys, LLC 10/12/2023 0.00 17.95 HAWKINS CHEMICAL 10/12/2023 0.00 9,945.34 Health Strategies 10/12/2023 0.00 196.00 HOISINGTON KOEGLER GROUP 10/12/2023 0.00 103,477.99 Infosend, Inc 10/12/2023 0.00 5,703.20 Innovative Office Solutions LLC 10/12/2023 0.00 162.74 KENNEDY & GRAVEN, CHARTERED 10/12/2023 0.00 44.00 LEAGUE OF MINNESOTA CITIES 10/12/2023 0.00 60.00 Life Support Innovations LLC 10/12/2023 0.00 668.10 Loch Monster Plumbing, LLC 10/12/2023 0.00 3,297.90 Magic Turf, Inc 10/12/2023 0.00 31,677.50 Page 8 of 10 47 Vendor Name Check Date Void Checks Check Amount Marco Inc 10/12/2023 0.00 1,010.00 MN DEPT OF TRANSPORTATION 10/12/2023 0.00 699.21 MN VALLEY ELECTRIC COOP 10/12/2023 0.00 6,541.16 PILGRIM DRY CLEANERS 10/12/2023 0.00 549.94 Rent N Save Portable Services 10/12/2023 0.00 5,184.80 Scherer Bros Lumber Co 10/12/2023 0.00 63.27 Schwickert Company 10/12/2023 0.00 12,297.00 Spectrum Screen Printing Inc 10/12/2023 0.00 168.90 Taylor Electric Company, LLC 10/12/2023 0.00 2,825.00 TimeSaver Off Site Secretarial, Inc 10/12/2023 0.00 318.00 TruGreen Processing Center 10/12/2023 0.00 265.00 Warning Lites of Minnesota, Inc. 10/12/2023 0.00 521.00 Waste Management of Minnesota, Inc 10/12/2023 0.00 858.95 WM MUELLER & SONS INC 10/12/2023 0.00 2,474.54 XCEL ENERGY INC 10/12/2023 0.00 23,076.06 ZIEGLER INC 10/12/2023 0.00 2,148.50 Innovative Office Solutions LLC 10/17/2023 0.00 67.13 NAPA AUTO & TRUCK PARTS 10/17/2023 0.00 208.09 WM MUELLER & SONS INC 10/17/2023 0.00 480.24 Mary Blazanin 10/19/2023 0.00 259.21 Minnesota Department of Commerce 10/19/2023 0.00 407.87 Priya Tandon 10/19/2023 0.00 400.00 Rachel Jeske 10/19/2023 0.00 414.10 Ryan Fossen 10/19/2023 0.00 219.99 Thomas Retka 10/19/2023 0.00 450.00 ABM Equipment, LLC 10/20/2023 0.00 33,395.00 Ador Bespoke Homes 10/20/2023 0.00 5,850.00 Allegra Print & Imaging 10/20/2023 0.00 752.00 ALLSTREAM 10/20/2023 0.00 564.47 BENEFIT EXTRAS INC 10/20/2023 0.00 332.25 Bob Morlock 10/20/2023 0.00 1,000.00 Botanize Inc 10/20/2023 0.00 500.00 BRYAN ROCK PRODUCTS INC 10/20/2023 0.00 1,104.45 CAMPBELL KNUTSON 10/20/2023 0.00 12,987.43 CCP NI MASTER TENANT 4 LLC 10/20/2023 0.00 5,661.92 CENTERPOINT ENERGY MINNEGASCO 10/20/2023 0.00 1,429.94 CenturyLink 10/20/2023 0.00 64.00 Charles Cudd Company 10/20/2023 0.00 1,500.00 COMPUTER INTEGRATION TECHN. 10/20/2023 0.00 425.00 CORE & MAIN LP 10/20/2023 0.00 169.12 CUMMINS NPOWER 10/20/2023 0.00 117.76 DELEGARD TOOL COMPANY 10/20/2023 0.00 43.36 Engel Water Testing Inc 10/20/2023 0.00 840.00 FASTENAL COMPANY 10/20/2023 0.00 111.07 Fieldstone Family Homes 10/20/2023 0.00 6,000.00 FORCE AMERICA INC 10/20/2023 0.00 417.63 GOPHER STATE ONE-CALL INC 10/20/2023 0.00 680.40 Gordon Sprenger 10/20/2023 0.00 250.00 GREEN MEADOWS INC 10/20/2023 0.00 384.25 Guard Guys, LLC 10/20/2023 0.00 941.00 Indigo Signs 10/20/2023 0.00 385.50 Innovative Office Solutions LLC 10/20/2023 0.00 126.50 Jason Walsh 10/20/2023 0.00 250.00 John Caroon 10/20/2023 0.00 50.00 Page 9 of 10 48 Vendor Name Check Date Void Checks Check Amount Josh & Melissa Keenan 10/20/2023 0.00 250.00 JST Construction 10/20/2023 0.00 500.00 Juli Al-Hilwani 10/20/2023 0.00 221.25 K2 Electrical Services Inc 10/20/2023 0.00 4,402.00 KIMLEY HORN AND ASSOCIATES INC 10/20/2023 0.00 7,940.10 KUSSKE CONSTRUCTION COMPANY 10/20/2023 0.00 13,625.00 Lennar 10/20/2023 0.00 1,500.00 Marco Inc 10/20/2023 0.00 735.00 Melinda Colwell 10/20/2023 0.00 528.00 Metronet Holdings, LLC 10/20/2023 0.00 65.65 Metropolitan Council, Env Svcs 10/20/2023 0.00 17,221.05 Minnesota Roadways Co 10/20/2023 0.00 306.16 Minnesota Safety Council 10/20/2023 0.00 391.00 MINNESOTA WISCONSIN PLAYGROUND 10/20/2023 0.00 1,923.34 MN DEPT OF LABOR AND INDUSTRY 10/20/2023 0.00 6,605.92 Nokomis Energy, LLC 10/20/2023 0.00 3,278.16 NORTHWEST ASPHALT INC 10/20/2023 0.00 1,111,762.47 PATCHIN MESSNER 10/20/2023 0.00 20,840.00 Plaisted Companies Inc 10/20/2023 0.00 1,430.17 PLAYPOWER LT FARMINGTON 10/20/2023 0.00 78,000.00 Potentia MN Solar 10/20/2023 0.00 10,536.36 Prairie Landscaping 10/20/2023 0.00 500.00 PRAIRIE RESTORATIONS INC 10/20/2023 0.00 460.00 PRECISE MRM LLC 10/20/2023 0.00 273.00 Precision Decks LLC 10/20/2023 0.00 500.00 Premium Waters, Inc 10/20/2023 0.00 4.32 Rain for Rent 10/20/2023 0.00 2,659.35 Reem Danial 10/20/2023 0.00 319.20 Rent N Save Portable Services 10/20/2023 0.00 5,300.80 Richfield Blacktop & Concrete 10/20/2023 0.00 900.00 ROADKILL ANIMAL CONTROL 10/20/2023 0.00 232.00 SEH 10/20/2023 0.00 2,000.00 SiteOne Landscape Supply 10/20/2023 0.00 480.88 SM HENTGES & SONS 10/20/2023 0.00 3,500.00 SNAP-ON INDUSTRIAL 10/20/2023 0.00 33.38 Sophia Martin 10/20/2023 0.00 227.50 SOUTHWEST NEWS MEDIA 10/20/2023 0.00 563.96 TENNANT 10/20/2023 0.00 156.90 TimeSaver Off Site Secretarial, Inc 10/20/2023 0.00 703.50 VESSCO INC 10/20/2023 0.00 1,386.58 WSB & ASSOCIATES INC 10/20/2023 0.00 3,000.00 XCEL ENERGY INC 10/20/2023 0.00 7,838.75 Zynnovation LLC 10/20/2023 0.00 3,773.36 Report Total: 0.00 2,115,980.82 Page 10 of 10 49 AP Check Detail User: dwashburn Printed: 10/24/2023 10:45:04 AM Last Name Acct 1 Amount Check Date Description 1Password 101-1160-4205 35.88 8/16/2023 Annual 1password for Mattk 35.88 8/16/2023 1Password 35.88 4 All Promos 101-1210-4375 1,383.91 7/18/2023 Pet Bag Dispensers 1,383.91 7/18/2023 4 All Promos 1,383.91 4Imprint 101-1600-4130 364.34 8/16/2023 4th of July temp tattoos accidental charge from company 364.34 8/16/2023 4Imprint 101-1600-4130 -364.34 9/18/2023 4th of July temp tattoos CREDIT for 6-15 accidental charge -364.34 9/18/2023 4Imprint 0.00 5840 Loring 101-1120-4381 7.00 6/16/2023 IIMC Conference Parking Fee 7.00 6/16/2023 5840 Loring 101-1120-4381 7.00 7/18/2023 Parking for IIMC 5/16/23 5840 Loring 101-1120-4381 7.00 7/18/2023 IIMC Conference Parking Fee 5840 Loring 101-1120-4381 7.00 7/18/2023 IIMC Conference Parking Fee 5840 Loring 101-1120-4381 7.00 7/18/2023 IIMC Conference Parking Fee AP - Check Detail (10/24/2023)Page 1 of 96 50 Last Name Acct 1 Amount Check Date Description 5840 Loring 101-1120-4381 7.00 7/18/2023 Parking for IIMC 5/15/23 35.00 7/18/2023 5840 Loring 42.00 A Ramp 8067 101-1123-4381 16.00 6/16/2023 Parking for Greater MSP Event 16.00 6/16/2023 A Ramp 8067 16.00 A Touch of Magic, Inc 101-1614-4345 307.00 10/5/2023 2023 Halloween Party Comedy Show 307.00 10/5/2023 A Touch of Magic, Inc 307.00 ABM Equipment, LLC 400-4108-4704 33,395.00 10/20/2023 Perkins SAT-750 Tipper 33,395.00 10/20/2023 ABM Equipment, LLC 33,395.00 Active911 Inc 101-1220-4237 837.00 9/18/2023 Active 911 software renewal 837.00 9/18/2023 Active911 Inc 837.00 Active911, Inc.101-1160-4530 1,453.50 10/12/2023 Replacement Payment Terminals - Rec Ctr & Sen Ctr 1,453.50 10/12/2023 Active911, Inc. 1,453.50 Ador Bespoke Homes 101-0000-2073 5,850.00 10/20/2023 Erosion Escrow-6451 Beatrice Way AP - Check Detail (10/24/2023)Page 2 of 96 51 Last Name Acct 1 Amount Check Date Description 5,850.00 10/20/2023 Ador Bespoke Homes 5,850.00 Advanced Engineering & Environmental Services, LLC 700-7043-4550 888.00 10/5/2023 2023 SCADA Services Advanced Engineering & Environmental Services, LLC 701-0000-4303 1,952.00 10/5/2023 Erhart Farm-Lift Station Programming Advanced Engineering & Environmental Services, LLC 700-0000-4300 8,700.50 10/5/2023 2023 SCADA Upgrade 11,540.50 10/5/2023 Advanced Engineering & Environmental Services, LLC 11,540.50 Airbnb 101-1120-4381 -1,514.76 6/16/2023 Airbnb canceled booking/removed listing Airbnb 101-1120-4370 3,972.29 6/16/2023 Airbnb for ICMA Conference in Austin MN 2,457.53 6/16/2023 Airbnb 2,457.53 Airchek 700-7043-4510 123.60 8/16/2023 JC Air Chek 3 7 Day Radon Test 3 pk Airchek 700-7043-4510 38.85 8/16/2023 JC Air Chek 3 7 Day Radon Test 3 pk 162.45 8/16/2023 Airchek 162.45 ALDI 101-1616-4130 14.46 6/16/2023 Playground Ball 14.46 6/16/2023 ALDI 101-1620-4130 26.68 7/18/2023 Purified Water Diet Coke Sprite Coca Cola ALDI 101-1560-4112 31.29 7/18/2023 Chanolaires luncheon food - Strawberries Grapes Cantaloupe 57.97 7/18/2023 ALDI 101-1613-4126 23.39 8/16/2023 Sprite Diet Coke Coca Cola ALDI 101-1560-4112 11.46 8/16/2023 Food Pineapple Org Strawberries Cantaloupe AP - Check Detail (10/24/2023)Page 3 of 96 52 Last Name Acct 1 Amount Check Date Description 34.85 8/16/2023 ALDI 101-1638-4130 3.29 9/18/2023 Purified Water 3.29 9/18/2023 ALDI 110.57 Alert-All Corp 101-1220-4375 3,231.00 6/16/2023 FD fire prevention handouts Alert-All Corp 101-1220-4375 640.00 6/16/2023 FD fire prevention handouts 3,871.00 6/16/2023 Alert-All Corp 101-1220-4375 2,157.00 9/18/2023 Open House and Fire Prevention Hand outs 2,157.00 9/18/2023 Alert-All Corp 6,028.00 Al-Hilwani Juli 101-1530-4347 229.50 10/5/2023 Personal Training/Pickleball Lessons Al-Hilwani Juli 101-1539-4343 75.00 10/5/2023 Personal Training/Pickleball Lessons 304.50 10/5/2023 Al-Hilwani Juli 101-1539-4343 75.00 10/20/2023 5 Flolid/Pickleball Lesson Al-Hilwani Juli 101-1530-4347 146.25 10/20/2023 5 Flolid/Pickleball Lesson 221.25 10/20/2023 Al-Hilwani Juli 525.75 AllData 101-1160-4207 1,500.00 6/16/2023 Alldata Fleet Maintenace Online - Annual Renewal 1,500.00 6/16/2023 AllData 1,500.00 Allegra Print & Imaging 101-1120-4110 752.00 10/20/2023 Perforated 2-up Postcards AP - Check Detail (10/24/2023)Page 4 of 96 53 Last Name Acct 1 Amount Check Date Description 752.00 10/20/2023 Allegra Print & Imaging 752.00 ALLSTREAM 101-1160-4310 564.47 10/20/2023 Phone System Maint Nov/Dec 564.47 10/20/2023 ALLSTREAM 564.47 Amazon 101-1320-4120 31.13 6/16/2023 CS White Gelcoat with Wax Amazon 101-1160-4207 11.95 6/16/2023 Televised Sewer Videos Access Fees - April Amazon 101-1160-4132 18.99 6/16/2023 USB Extension Cable - Fountain Room Amazon 700-0000-4150 7.51 6/16/2023 BM Sewer & Water Paint Markers Amazon 101-1320-4120 71.93 6/16/2023 CS Light Bar Amazon 101-1120-4110 13.99 6/16/2023 AAA Batteries Supply Room Amazon 700-7043-4120 16.99 6/16/2023 MW WWTP Supplies Clipboard & Pen Leash Amazon 101-1120-4110 6.99 6/16/2023 Rick Screen Cleaning wipes Amazon 101-1616-4130 14.99 6/16/2023 Hipat 24 pack black whistle with lanyard Amazon 700-7043-4120 -8.89 6/16/2023 EZ Line Vinyl Decals for Cars Red and Yellow Large Numbe Sticker Amazon 101-1160-4133 1,847.00 6/16/2023 Aruba Switch for cameras at EWTP Amazon 101-1160-4132 9.00 6/16/2023 Apple Pencil Adapter - IT Amazon 101-1120-4110 17.89 6/16/2023 Waste Toner box building HP Amazon 101-1160-4530 48.27 6/16/2023 Replacement Batter - PW Fire Alarm Panel Amazon 101-1160-4530 9.86 6/16/2023 iPhone 14 screen protector - Brett McLellan Amazon 720-0000-4240 75.98 6/16/2023 Rubber Boot for Men and Women Amazon 101-1530-4150 84.71 6/16/2023 Replacement faucet for locker room Amazon 101-1160-4530 32.10 6/16/2023 iPhone Otterbox Case - Matt Dodge Amazon 101-1120-4300 16.10 6/16/2023 Welcome cards for new hires Amazon 701-0000-4240 103.40 6/16/2023 24 Pairs X-Large/Large Hi Vis Heavy Duty Durable Cowhigh Leather Amazon 101-1160-4132 17.97 6/16/2023 Screen Protectors - iPad & USBC Adapters Amazon 700-0000-4120 12.86 6/16/2023 CS Decals for Diesel Gasoline & Mixed Fuel Amazon 701-0000-4150 26.53 6/16/2023 Dixie Perfectouch 12 oz Insulated Paper Hot Coffee Cup Amazon 700-7043-4120 114.92 6/16/2023 MW WWTP Equip Supplies Brass Flare Male NPT Connector Tube Fitti Amazon 101-1125-4260 48.97 6/16/2023 Memory Cards and Carrying Case Communications Amazon 101-1160-4530 10.99 6/16/2023 Galaxy S23 screen protector - Dave Ding Amazon 720-0000-4240 79.99 6/16/2023 Rubber Boot for Men and Women Amazon 700-7043-4120 10.98 6/16/2023 MW Mailbox Numbers 4 seats Amazon 101-1120-4110 5.87 6/16/2023 Cutting Board Admin break area Amazon 701-0000-4150 7.51 6/16/2023 BM Sewer & Water Paint Markers AP - Check Detail (10/24/2023)Page 5 of 96 54 Last Name Acct 1 Amount Check Date Description Amazon 101-1616-4130 24.97 6/16/2023 Pack Cruise Lanyard with waterproof ID Card Holder Amazon 101-1160-4530 169.27 6/16/2023 Replacement Telephone Test Butt Set Amazon 101-1160-4530 212.60 6/16/2023 Replacement Mitel Handset - Wireless Eric T Amazon 101-1320-4150 26.53 6/16/2023 Dixie Perfectouch 12 oz Insulated Paper Hot Coffee Cup Amazon 700-7043-4120 513.12 6/16/2023 MW WWTP Fire Hydrant Gate Valves Amazon 700-7043-4120 13.70 6/16/2023 MW WWTP Equipment Decals Amazon 700-0000-4240 103.40 6/16/2023 24 Pairs X-Large/Large Hi Vis Heavy Duty Durable Cowhigh Leather Amazon 101-1160-4132 21.83 6/16/2023 Phone Screen Protectors & Storage Bags Amazon 700-0000-4150 26.53 6/16/2023 Dixie Perfectouch 12 oz Insulated Paper Hot Coffee Cup Amazon 101-1160-4530 387.98 6/16/2023 Dell Monitors - Engineering Intern Amazon 101-1120-4110 25.49 6/16/2023 AA Batteries Supply Room Amazon 101-1120-4110 42.94 6/16/2023 office fan Amazon 700-7043-4120 13.49 6/16/2023 "Storefront Address Numbers 6"" Tall" Amazon 101-1160-4530 7.70 6/16/2023 iPhone 11 screen protector - Matt Dodge Amazon 101-1220-4120 32.20 6/16/2023 CS Voltage Regulator Rectifier 4,388.23 6/16/2023 Amazon 700-7043-4150 87.76 7/18/2023 Klein Tools CL390 Digital Clamp Meter Amazon 700-7043-4510 11.19 7/18/2023 Veanic 4-Pack Mini Digital Electronic Temp Humidity Meters Amazon 101-1120-4110 10.45 7/18/2023 Frame Jeff K Retirement Gift Amazon 101-1530-4120 23.42 7/18/2023 8# weights for Fitness Center Amazon 101-1220-4290 39.98 7/18/2023 Mattress protectors for crew rooms Amazon 101-1250-4120 85.89 7/18/2023 CS Commerical Ozone Generator Amazon 101-1220-4375 215.80 7/18/2023 Tootsie Roll Charms Mini Pops Amazon 700-0000-4150 297.48 7/18/2023 JC Marking Paint Amazon 101-1160-4260 13.29 7/18/2023 HDMI Cable for Lobby Conference Room Amazon 101-1616-4130 7.68 7/18/2023 Food Coloring Amazon 101-1160-4530 225.00 7/18/2023 Replacement Wireless Mitel Headset Amazon 720-0000-4240 -79.99 7/18/2023 work boots for intern - returned Amazon 701-0000-4140 64.13 7/18/2023 JC New Locating Vehicle Mat Amazon 101-1616-4130 24.99 7/18/2023 2ply Paper towels Amazon 101-1120-4110 24.59 7/18/2023 Paper plates for staff lunch room Amazon 101-1616-4130 22.49 7/18/2023 Washable Liquid Glue Amazon 101-1550-4120 453.35 7/18/2023 CS Power Inverter with Triple Outlet plus Junction Block Amazon 101-1616-4130 55.45 7/18/2023 Ziploc Sandwich & Snack Bags Gatorade Disposable Cups Amazon 700-0000-4510 34.00 7/18/2023 AA PW Week Poster Frame Amazon 101-1620-4130 12.99 7/18/2023 Jumbo Craft Sticks 500Ct Amazon 101-1320-4150 34.00 7/18/2023 AA PW Week Poster Frame Amazon 101-1160-4207 11.95 7/18/2023 Sewer Video Televised - Access Fee - May Amazon 700-0000-4140 139.58 7/18/2023 BM Strobe Light Bar for Locating Vehicle Amazon 101-1616-4130 27.00 7/18/2023 Crayola Constructin Paper Sparkling Water Amazon 101-1616-4130 35.22 7/18/2023 White Paper Bags with Handles Lanyards with waterproof ID Card H AP - Check Detail (10/24/2023)Page 6 of 96 55 Last Name Acct 1 Amount Check Date Description Amazon 101-1120-4110 13.32 7/18/2023 DD Bldg Steno Notebooks Amazon 700-0000-4140 108.05 7/18/2023 Flashlights for Trucks Amazon 101-1120-4110 24.99 7/18/2023 SO Magnetic Ties for Cord Amazon 700-0000-4550 72.96 7/18/2023 Jonard Tools JIC 891 Connector Crimping Piler with side cutter Amazon 101-1160-4530 16.50 7/18/2023 Inverter for Utility locator vehicle Amazon 101-1120-4110 420.00 7/18/2023 "38"" Cold Lamination Roll Set" Amazon 700-0000-4140 254.06 7/18/2023 JC Flashlights for Trucks Amazon 101-1120-4110 9.11 7/18/2023 cards Amazon 701-0000-4120 18.24 7/18/2023 BM LS #24 Supplies Amazon 101-1550-4120 18.77 7/18/2023 CS Five Speed Switch Amazon 700-0000-4150 55.38 7/18/2023 "Zum RK14-860 XL Wilkins 25"" Lead Free Law Compliant" Amazon 701-0000-4510 34.00 7/18/2023 AA PW Week Poster Frame Amazon 101-1616-4130 20.86 7/18/2023 Contact Lens Solution Rubber Bands Pompoms for crafts Amazon 101-1160-4530 9.99 7/18/2023 On Call iPhone charging cable Amazon 700-7043-4510 436.59 7/18/2023 Airthings Corentium Home Radon Detector 223 Portable Amazon 101-1220-4290 45.10 7/18/2023 Mattress protectors for crew rooms Amazon 101-1550-4520 484.77 7/18/2023 CS Trolling Motors Amazon 701-0000-4150 297.49 7/18/2023 JC Marking Paint Amazon 700-0000-4140 64.11 7/18/2023 JC New Locating Vehicle Mat Amazon 101-1120-4110 17.17 7/18/2023 cards Amazon 101-1616-4130 5.89 7/18/2023 First Aid 19-001 Sting Relief 10 count 4,305.04 7/18/2023 Amazon 101-1125-4260 125.63 8/16/2023 Video equipment Amazon 700-0000-4150 70.74 8/16/2023 JC Penta Socket 3 8 Drive Amazon 700-0000-4240 229.00 8/16/2023 MW Hearing Protection Amazon 101-1160-4207 11.95 8/16/2023 Sewer Video Televising Access Fee July Amazon 101-1120-4110 112.78 8/16/2023 Ink for Mechanic Shop HP Printer Amazon 101-1160-4530 166.43 8/16/2023 Stick PC for Lobby TV and USB Extension cable for Fountain Room Amazon 101-1806-4130 113.98 8/16/2023 golf clubs for Rec Sports Amazon 701-0000-4260 12.87 8/16/2023 BM 5 Point Utility Socket Amazon 700-7043-4510 47.90 8/16/2023 MW Automatic Hand Sanitizer and Soap Dispenser Amazon 101-1120-4110 12.99 8/16/2023 AL Planner Amazon 101-1220-4290 91.04 8/16/2023 Tier Bathroom Storage open shelf unit Aronica Flower Reed Diffu Amazon 701-0000-4150 52.13 8/16/2023 BM Hand Cleaner Amazon 101-1310-4140 193.26 8/16/2023 CS Emergency Flashing Strobe Light Bar Amazon 101-1160-4131 49.86 8/16/2023 power supply for Matt K new laptop Amazon 101-1120-4110 59.51 8/16/2023 Laminating Pouches Disp Plates Break Room Amazon 701-0000-4310 4.89 8/16/2023 JC Jerry Johnson Phone Belt Clip Amazon 101-1120-4110 70.00 8/16/2023 Building Plotter Maintenance Cartridge Amazon 101-1613-4126 202.35 8/16/2023 Rice Krispies Beads Flower Leis Temporary Tattoos Amazon 101-1310-4120 38.74 8/16/2023 CS Gas Shocks Struts for Tool Box AP - Check Detail (10/24/2023)Page 7 of 96 56 Last Name Acct 1 Amount Check Date Description Amazon 101-1160-4131 117.81 8/16/2023 Docking station Mattk for new laptop Amazon 101-1160-4132 25.84 8/16/2023 Screen Protector and Speaker Amazon 101-1616-4130 11.47 8/16/2023 1500 Piece Pompoms Multicolor Rubber bands Amazon 101-1613-4130 29.98 8/16/2023 chalk Amazon 700-0000-4240 230.98 8/16/2023 MW Safety Gloves Amazon 101-1616-4130 158.04 8/16/2023 Paper Cups Contact Lens Solutions Cruise Lanyard Amazon 700-0000-4310 4.90 8/16/2023 JC Jerry Johnson Phone Belt Clip Amazon 101-1120-4110 17.50 8/16/2023 Ac to DC Power Adapter Matt P Amazon 101-1120-4110 34.34 8/16/2023 Batteries Supply room Amazon 700-0000-4150 52.13 8/16/2023 BM Hand Cleaner Amazon 700-0000-4260 12.87 8/16/2023 BM 5 Point Utility Socket Amazon 101-1120-4110 11.99 8/16/2023 KM Frame Amazon 101-1616-4130 107.58 8/16/2023 Bunch O Balloons Tropical Party 6pk Amazon 101-1160-4530 11.39 8/16/2023 Fountain Room USB RJ45 Adapters Amazon 101-1120-4110 19.05 8/16/2023 AV Room Fan JP Planner Amazon 101-1120-4110 69.89 8/16/2023 Badge Reels Amazon 101-1160-4135 22.90 8/16/2023 car phone mount for building dept Amazon 101-1530-4120 36.99 8/16/2023 Medicine ball 2,641.70 8/16/2023 Amazon 701-0000-4150 285.04 9/18/2023 JC Locating Paint Amazon 101-1638-4130 97.61 9/18/2023 Intex Stingray Ride-On White Bandana bulk for tie dying Amazon 101-1120-4110 17.08 9/18/2023 Disposable Shoe Covers Bldg Inspectors Amazon 101-1160-4207 11.95 9/18/2023 Televised Sewer Files Access Fee July Amazon 101-1530-4150 33.64 9/18/2023 Water supply lines Amazon 701-0000-4240 62.10 9/18/2023 GF PPE Gloves Amazon 101-1638-4130 88.30 9/18/2023 Tie-Dye Kit Party Supplies Amazon 101-1125-4260 17.18 9/18/2023 Video equipment Amazon 101-1638-4130 87.14 9/18/2023 Disposable Coffee Cups Disposable Gloves Amazon 101-1530-4130 47.99 9/18/2023 Jenga for Community Day Amazon 700-0000-4150 331.48 9/18/2023 JC Locating Paint Amazon 101-1160-4530 139.99 9/18/2023 Replacement Power Bank - Rice Amazon 101-1530-4130 9.59 9/18/2023 VGA Cable for projector Amazon 101-1616-4130 22.98 9/18/2023 30 Gallon Trash Bags Amazon 700-0000-4240 62.09 9/18/2023 GF PPE Gloves Amazon 101-1120-4110 50.89 9/18/2023 Keyboard Tray Amazon 101-1120-4110 169.65 9/18/2023 BM Paper Hot Coffee Cup Paper Plates Amazon 101-1638-4130 81.00 9/18/2023 Dawn Dish Soap Ultra Dishwashing Amazon 101-1160-4530 94.98 9/18/2023 Bluetooth Adapter and Speaker/Mic for Fountain Room Amazon 101-1120-4110 23.02 9/18/2023 Ziploc Bags Bldg and Admin break areas Amazon 101-1125-4260 257.69 9/18/2023 Video equipment Amazon 101-1160-4530 18.73 9/18/2023 Screen Protectors AP - Check Detail (10/24/2023)Page 8 of 96 57 Last Name Acct 1 Amount Check Date Description Amazon 101-1120-4110 10.59 9/18/2023 A6 Envelopes for City Seal Cards Amazon 101-1616-4130 -20.86 9/18/2023 Multicolor Rubber Bands Contact Lens Solutions Pompoms for cra Amazon 101-1125-4260 20.39 9/18/2023 Video equipment Amazon 101-1160-4530 20.00 9/18/2023 Windscreens for Council Chamber Mics Amazon 701-0000-4150 331.48 9/18/2023 JC Locating Paint Amazon 101-1160-4530 16.95 9/18/2023 Screen Protectors Amazon 101-1125-4260 6.43 9/18/2023 Video equipment Amazon 101-1638-4130 -20.99 9/18/2023 Lanyard String - Refund Amazon 700-0000-4240 13.06 9/18/2023 High Vis Disposable Foam Earplugs Amazon 101-1616-4130 79.65 9/18/2023 Crayon Broad Line Markers / Tie Dye Kit Amazon 101-1220-4140 34.52 9/18/2023 Seat Protector for CES Truck Amazon 101-1616-4130 -35.22 9/18/2023 White Paper Bags with Handles Cruise Lanyard - Refund Amazon 101-1530-4150 87.29 9/18/2023 Towels for Fitness Center Amazon 101-1616-4130 235.15 9/18/2023 Disposable Paper Coffee Cup Paper Towels Dodgeball Set Amazon 101-1120-4110 29.99 9/18/2023 File Jackets Finance Dept Amazon 101-1160-4530 98.95 9/18/2023 Plugable laptop docking station Amazon 700-0000-4150 285.05 9/18/2023 JC Locating Paint Amazon 101-1638-4130 31.99 9/18/2023 Lanyard String Amazon 701-0000-4240 13.07 9/18/2023 High Vis Disposable Foam Earplugs Amazon 101-1638-4130 20.99 9/18/2023 Lanyard String for bracelets anklets necklaces Amazon 700-7043-4120 85.11 9/18/2023 MW Respirator Firefighter Mask Bag Amazon 101-1530-4150 135.78 9/18/2023 4 Replacement faucets for locker room Amazon 101-1125-4120 16.98 9/18/2023 AL Laptop Riser Amazon 101-1638-4130 12.98 9/18/2023 Embroidery Floss Amazon 101-1616-4130 118.45 9/18/2023 Tulip One-Step Tie Dye Campion Sports Rhino Dodgeball Amazon 101-1125-4260 139.58 9/18/2023 Video equipment Amazon 101-1638-4130 20.99 9/18/2023 50 Yards Lanyard String Assorted colors Amazon 101-1125-4260 21.46 9/18/2023 Video equipment Amazon 101-1530-4130 13.99 9/18/2023 Replacement Basketball Nets Amazon 101-1638-4130 18.98 9/18/2023 Disposable Food Prep Gloves Amazon 101-1120-4110 85.89 9/18/2023 back-up speaker and microphone for online meetings 3,938.79 9/18/2023 Amazon 15,273.76 American Family Life Assurance Company of Columbus 101-0000-2008 124.80 10/5/2023 Monthly charges 124.80 10/5/2023 AP - Check Detail (10/24/2023)Page 9 of 96 58 Last Name Acct 1 Amount Check Date Description American Family Life Assurance Company of Columbus 124.80 American Legion 101-1120-4372 126.70 6/16/2023 New Hire Breakfast 126.70 6/16/2023 American Legion 101-1120-4372 112.84 8/16/2023 Intern breakfast at American Legion 112.84 8/16/2023 American Legion 101-1420-4372 20.72 9/18/2023 Meeting with SW Transit American Legion 101-1123-4372 14.89 9/18/2023 Lunch with Erik from SW Transit 35.61 9/18/2023 American Legion 275.15 American Pleasure Products, LLC 101-1550-4530 984.68 9/18/2023 GB Paddle Boat Parts 984.68 9/18/2023 American Pleasure Products, LLC 984.68 American Public Works Association 701-0000-4370 1,089.33 6/16/2023 JC APWA Training American Public Works Association 700-0000-4370 1,089.33 6/16/2023 JC APWA Training 2,178.66 6/16/2023 American Public Works Association 2,178.66 AMERICAN TIRE DISTRIBUTORS INC 700-0000-4120 143.52 10/5/2023 Tires AMERICAN TIRE DISTRIBUTORS INC 101-1550-4120 139.98 10/5/2023 St205/75R15/8 AMERICAN TIRE DISTRIBUTORS INC 101-1550-4120 -139.98 10/5/2023 DC Error 143.52 10/5/2023 AMERICAN TIRE DISTRIBUTORS INC 143.52 AP - Check Detail (10/24/2023)Page 10 of 96 59 Last Name Acct 1 Amount Check Date Description American Water Works Association 700-0000-4360 233.00 7/18/2023 JC Membership Dues 233.00 7/18/2023 American Water Works Association 233.00 Amy's Hallmark 101-1120-4300 12.89 6/16/2023 Cards for new hires 12.89 6/16/2023 Amy's Hallmark 12.89 Antisyphon 101-1160-4370 575.00 7/18/2023 Pen Test Training Matt K 575.00 7/18/2023 Antisyphon 575.00 AP Style Book 101-1125-4360 115.85 6/16/2023 AP Stylebook Yearly Subscription 115.85 6/16/2023 AP Style Book 115.85 Apple.com 701-0000-4310 0.50 6/16/2023 BM iCloud Storage Photo Memory Apple.com 101-1220-4310 0.99 6/16/2023 Apple Storage fee Apple.com 700-0000-4310 0.49 6/16/2023 BM iCloud Storage Photo Memory 1.98 6/16/2023 Apple.com 700-0000-4310 0.50 7/18/2023 BM iCloud Storage Photo Memory Apple.com 101-1220-4310 0.99 7/18/2023 Apple Storage Apple.com 701-0000-4310 0.49 7/18/2023 BM iCloud Storage Photo Memory 1.98 7/18/2023 Apple.com 101-1220-4310 0.99 8/16/2023 Apple Storage AP - Check Detail (10/24/2023)Page 11 of 96 60 Last Name Acct 1 Amount Check Date Description 0.99 8/16/2023 Apple.com 101-1220-4310 0.99 9/18/2023 Apple Storage 0.99 9/18/2023 Apple.com 5.94 ARAMARK Refreshment Services, LLC 101-1120-4110 271.06 10/5/2023 Bronze Water Filter ARAMARK Refreshment Services, LLC 101-1120-4110 195.07 10/5/2023 Coffee Supplies Fire Station ARAMARK Refreshment Services, LLC 101-1120-4110 667.20 10/5/2023 Coffee supplies City hall- admin sr center building ARAMARK Refreshment Services, LLC 101-1120-4110 293.60 10/5/2023 Coffee Supplies Public works 1,426.93 10/5/2023 ARAMARK Refreshment Services, LLC 1,426.93 Association of MN Emergency Managers 101-1220-4360 100.00 7/18/2023 AMEM Membership Dues 100.00 7/18/2023 Association of MN Emergency Managers 100.00 Avery Products Corporation 101-1530-4130 23.89 8/16/2023 Labels 23.89 8/16/2023 Avery Products Corporation 23.89 Axels 101-1123-4372 15.03 9/18/2023 Lunch with Lee Hall 15.03 9/18/2023 Axels 15.03 Batteries Plus 101-1160-4134 287.30 8/16/2023 Replacement batteries for UPS units in server racks Batteries Plus 701-0000-4150 40.10 8/16/2023 JJ Battery AP - Check Detail (10/24/2023)Page 12 of 96 61 Last Name Acct 1 Amount Check Date Description 327.40 8/16/2023 Batteries Plus 700-7043-4150 62.35 9/18/2023 MW 12V 18AH Lead 62.35 9/18/2023 Batteries Plus 389.75 Bauer Built Inc 101-1320-4140 1,344.97 10/12/2023 PDXS2+ RTRD PXDS2+STK 1,344.97 10/12/2023 Bauer Built Inc 1,344.97 BENEFIT EXTRAS INC 101-1120-4351 165.75 10/20/2023 Monthly Cobra/Flex fees BENEFIT EXTRAS INC 101-0000-2012 166.50 10/20/2023 Monthly Cobra/Flex fees 332.25 10/20/2023 BENEFIT EXTRAS INC 332.25 Best Western Hotels 101-1120-4381 777.45 6/16/2023 Hotel for MMCI training in St Cloud 777.45 6/16/2023 Best Western Hotels 777.45 Bitly, Inc 101-1125-4360 35.00 6/16/2023 Online subscription for short URLs 35.00 6/16/2023 Bitly, Inc 101-1125-4229 35.00 7/18/2023 Online subscription for short URLs 35.00 7/18/2023 Bitly, Inc 101-1125-4229 35.00 8/16/2023 Online subscription for short URLs AP - Check Detail (10/24/2023)Page 13 of 96 62 Last Name Acct 1 Amount Check Date Description 35.00 8/16/2023 Bitly, Inc 101-1125-4360 35.00 9/18/2023 Online subscription for short URLs 35.00 9/18/2023 Bitly, Inc 140.00 Black Cathy 720-0000-4905 1,000.00 10/12/2023 Rain Garden install- LID Program 1,000.00 10/12/2023 Black Cathy 1,000.00 Blackburn Manufacturing 700-0000-4150 462.68 9/18/2023 JC Locating Flags Blackburn Manufacturing 701-0000-4150 462.68 9/18/2023 JC Locating Flags 925.36 9/18/2023 Blackburn Manufacturing 925.36 Blazanin Mary 101-1560-4112 259.21 10/19/2023 Sept 2023 Women's lunch expenses 259.21 10/19/2023 Blazanin Mary 259.21 Boarman Kroos Vogel Group Inc 414-4010-4300 6,153.02 10/5/2023 Chanhassen Civic Campus 6,153.02 10/5/2023 Boarman Kroos Vogel Group Inc 6,153.02 Boba Tonka Bubble Tea 101-1540-4130 300.00 8/16/2023 White Dragon with Strawberry Popping Pineapple Twist w Rainbow Boba Tonka Bubble Tea 101-1540-4130 100.00 8/16/2023 White Dragon with Strawberry Popping Pineapple Twist w Rainbow Boba Tonka Bubble Tea 101-1540-4130 100.00 8/16/2023 White Dragon with Strawberry Popping Pineapple Twist w Rainbow Boba Tonka Bubble Tea 101-1540-4130 100.00 8/16/2023 White Dragon with Strawberry Popping Pineapple Twist w Rainbow AP - Check Detail (10/24/2023)Page 14 of 96 63 Last Name Acct 1 Amount Check Date Description 600.00 8/16/2023 Boba Tonka Bubble Tea 101-1540-4130 150.00 9/18/2023 White Dragon with Strawberry Popping Pineapple Twist with Rainb Boba Tonka Bubble Tea 101-1540-4130 125.00 9/18/2023 White Dragon with Strawberry Popping Pineapple Twist with Rainb Boba Tonka Bubble Tea 101-1540-4130 150.00 9/18/2023 White Dragon with Strawberry Popping Pineapple Twist with Rainb Boba Tonka Bubble Tea 101-1540-4130 100.00 9/18/2023 White Dragon with Strawberry Popping Pineapple Twist with Rainb 525.00 9/18/2023 Boba Tonka Bubble Tea 1,125.00 Bogema Blake 101-1560-3637 56.00 10/12/2023 Driver Safety - 4hr Refresher Course - Withdrawal 56.00 10/12/2023 Bogema Blake 56.00 Bohlmann, Inc.101-1550-4300 67.50 10/12/2023 2 -1/4"" X 7"" Basic Silver & Black Poly-Metal Plaque 67.50 10/12/2023 Bohlmann, Inc. 67.50 BORDER STATES ELECTRIC SUPPLY 701-0000-4551 577.98 10/5/2023 Control Transformer 577.98 10/5/2023 BORDER STATES ELECTRIC SUPPLY 577.98 Botanize Inc 101-0000-2073 500.00 10/20/2023 Erosion Escrow-1915 Visionary Court 500.00 10/20/2023 Botanize Inc 500.00 Boyer Ford Trucks 101-1320-4140 232.98 10/5/2023 Spring Break Valve AP - Check Detail (10/24/2023)Page 15 of 96 64 Last Name Acct 1 Amount Check Date Description 232.98 10/5/2023 Boyer Ford Trucks 232.98 BRAUN INTERTEC CORPORATION 601-6056-4300 3,145.00 10/5/2023 23-04 Mill & Overlay-Materials Testing 3,145.00 10/5/2023 BRAUN INTERTEC CORPORATION 3,145.00 Browns Tire And Auto 101-1320-4120 50.00 7/18/2023 JG Propane 50.00 7/18/2023 Browns Tire And Auto 50.00 BRYAN ROCK PRODUCTS INC 720-7207-4150 385.03 10/5/2023 Cl-2 Rip Rap 385.03 10/5/2023 BRYAN ROCK PRODUCTS INC 720-7207-4150 388.33 10/20/2023 Cl-3 Rip Rap BRYAN ROCK PRODUCTS INC 101-1550-4150 716.12 10/20/2023 Red Ball Diam 1,104.45 10/20/2023 BRYAN ROCK PRODUCTS INC 1,489.48 Buca Di Beppo 101-1560-4342 46.39 9/18/2023 Additional Lunch costs on Trip to Circus Juventas St Paul 46.39 9/18/2023 Buca Di Beppo 46.39 Buffalo Outdoor Storage 101-1320-4140 1,100.00 9/18/2023 CS Take Off Box from 2022 Chevrolet 8 Bed 1,100.00 9/18/2023 AP - Check Detail (10/24/2023)Page 16 of 96 65 Last Name Acct 1 Amount Check Date Description Buffalo Outdoor Storage 1,100.00 BURNET TITLE 720-0000-2020 3.44 10/5/2023 Refund Check 101836-000, 8967 SOUTHWEST VILLAGE LOOP BURNET TITLE 701-0000-2020 21.68 10/5/2023 Refund Check 101836-000, 8967 SOUTHWEST VILLAGE LOOP BURNET TITLE 700-0000-2020 2.19 10/5/2023 Refund Check 101836-000, 8967 SOUTHWEST VILLAGE LOOP BURNET TITLE 700-0000-2020 13.41 10/5/2023 Refund Check 101836-000, 8967 SOUTHWEST VILLAGE LOOP 40.72 10/5/2023 BURNET TITLE 40.72 Cabin Fever Sporting Goods 101-1613-4129 883.10 7/18/2023 Tackle Box Rod- Reel Combo fish locator 883.10 7/18/2023 Cabin Fever Sporting Goods 883.10 CAMPBELL KNUTSON 101-1140-4302 12,987.43 10/20/2023 Legal Services - Acct 594C 12,987.43 10/20/2023 CAMPBELL KNUTSON 12,987.43 Canva 101-1125-4229 119.99 7/18/2023 Annual Design Software Subscription 119.99 7/18/2023 Canva 119.99 Caribou Coffee 101-1123-4372 3.32 8/16/2023 Coffee with Len Simich SW Transit 3.32 8/16/2023 Caribou Coffee 3.32 Caroon John 101-0000-2033 50.00 10/20/2023 Refund for Duplicate Payment Permit #PROWUG23-0160 AP - Check Detail (10/24/2023)Page 17 of 96 66 Last Name Acct 1 Amount Check Date Description 50.00 10/20/2023 Caroon John 50.00 Carver County 101-1160-4326 450.00 10/12/2023 Internet + Dark Fiber - CH FD1 FD2 Carver County 700-1160-4326 650.00 10/12/2023 Dark Fiber Serv - WWTP W3 W7 w8 LS24 1,100.00 10/12/2023 Carver County 1,100.00 CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,394.07 10/20/2023 Monthly Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 94.61 10/20/2023 Monthly Charges CCP NI MASTER TENANT 4 LLC 101-1350-4320 2,465.51 10/20/2023 Monthly Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 299.39 10/20/2023 Monthly Charges CCP NI MASTER TENANT 4 LLC 101-1600-4320 22.78 10/20/2023 Monthly Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 278.76 10/20/2023 Monthly Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 1,015.57 10/20/2023 Monthly Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 91.23 10/20/2023 Monthly Charges 5,661.92 10/20/2023 CCP NI MASTER TENANT 4 LLC 5,661.92 CENTERPOINT ENERGY MINNEGASCO 700-7043-4321 85.00 10/20/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1190-4321 921.14 10/20/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 332.89 10/20/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1550-4321 35.00 10/20/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 35.00 10/20/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 20.91 10/20/2023 Gas Charges 1,429.94 10/20/2023 CENTERPOINT ENERGY MINNEGASCO 1,429.94 CENTURYLINK 101-1312-4310 49.24 10/5/2023 Monthly charges CENTURYLINK 701-0000-4310 15.51 10/5/2023 Monthly charges CENTURYLINK 101-1550-4310 30.78 10/5/2023 Monthly charges AP - Check Detail (10/24/2023)Page 18 of 96 67 Last Name Acct 1 Amount Check Date Description CENTURYLINK 101-1350-4310 30.78 10/5/2023 Monthly charges CENTURYLINK 101-1220-4310 0.74 10/5/2023 Monthly charges CENTURYLINK 701-0000-4310 6.15 10/5/2023 Monthly charges CENTURYLINK 101-1160-4325 125.74 10/5/2023 Monthly charges CENTURYLINK 700-0000-4310 15.51 10/5/2023 Monthly charges CENTURYLINK 101-1160-4325 250.78 10/5/2023 Monthly charges CENTURYLINK 101-1540-4310 61.82 10/5/2023 Telephone & Communication Charges CENTURYLINK 700-0000-4310 6.15 10/5/2023 Monthly charges CENTURYLINK 101-1190-4310 123.64 10/5/2023 Telephone & Communication Charges CENTURYLINK 700-7019-4310 215.69 10/5/2023 Monthly charges CENTURYLINK 101-1170-4310 832.02 10/5/2023 Monthly charges 1,764.55 10/5/2023 CenturyLink 701-0000-4310 32.00 10/20/2023 Telephone Charges CenturyLink 700-0000-4310 32.00 10/20/2023 Telephone Charges 64.00 10/20/2023 CenturyLink 1,828.55 Chanhassen Dinner Theatre 101-1123-4381 11.66 8/16/2023 Chamber Lunch 11.66 8/16/2023 Chanhassen Dinner Theatre 11.66 Chanhassen Floral 101-1534-4346 332.86 6/16/2023 Recital Flowers 332.86 6/16/2023 Chanhassen Floral 332.86 CHANHASSEN VILLAGER 101-1220-4144 61.00 10/5/2023 Subscription - Acct 2515 61.00 10/5/2023 CHANHASSEN VILLAGER 61.00 AP - Check Detail (10/24/2023)Page 19 of 96 68 Last Name Acct 1 Amount Check Date Description Charles Cudd Company 101-0000-2073 1,500.00 10/20/2023 Erosion Escrow-9214 Mills Drive 1,500.00 10/20/2023 Charles Cudd Company 1,500.00 Chick-Fil-A 101-1110-4372 247.18 6/16/2023 5-8-2023 Council Dinner Chick Fil A 247.18 6/16/2023 Chick-Fil-A 247.18 Chipotle Mexican Grill 101-1616-4130 229.78 9/18/2023 Staff training dinner 229.78 9/18/2023 Chipotle Mexican Grill 229.78 Cintas Corporation No. 2 101-1550-4300 18.98 10/5/2023 1st Aid Cabinet Supplies 18.98 10/5/2023 Cintas Corporation No. 2 101-1312-4510 21.45 10/12/2023 Hard Surface Disinfec 21.45 10/12/2023 Cintas Corporation No. 2 40.43 City of Chanhassen 101-1530-4130 -1.00 7/18/2023 Active Net Credit Card Test Void City of Chanhassen 101-1530-4130 -1.00 7/18/2023 Active Net Credit Card Test Void City of Chanhassen 101-1530-4130 1.00 7/18/2023 Active Net Credit Card Test City of Chanhassen 101-1530-4130 1.00 7/18/2023 Active Net Credit Card Test 0.00 7/18/2023 City of Chanhassen 0.00 City of Victoria 101-1537-3631 322.00 10/5/2023 Barnyard Boogie 2023 AP - Check Detail (10/24/2023)Page 20 of 96 69 Last Name Acct 1 Amount Check Date Description 322.00 10/5/2023 City of Victoria 322.00 Cleaning Solutions Services 101-1170-4511 3,090.00 10/5/2023 Monthly cleaning services Cleaning Solutions Services 700-0000-4511 62.10 10/5/2023 Monthly cleaning services Cleaning Solutions Services 701-0000-4511 62.10 10/5/2023 Monthly cleaning services Cleaning Solutions Services 101-1220-4511 248.40 10/5/2023 Monthly cleaning services Cleaning Solutions Services 101-1190-4511 3,912.30 10/5/2023 Monthly cleaning services Cleaning Solutions Services 101-1312-4511 496.80 10/5/2023 Monthly cleaning services 7,871.70 10/5/2023 Cleaning Solutions Services 7,871.70 Cocina Del Barrio 101-1311-4381 19.37 6/16/2023 Lunch - Cocina del Barrio - 050223 19.37 6/16/2023 Cocina Del Barrio 19.37 Colonial Life & Accident Insurance Co 700-0000-2008 75.96 10/5/2023 Monthly charges Colonial Life & Accident Insurance Co 701-0000-2008 15.30 10/5/2023 Monthly charges Colonial Life & Accident Insurance Co 101-0000-2008 37.20 10/5/2023 Monthly charges 128.46 10/5/2023 Colonial Life & Accident Insurance Co 128.46 Colwell Melinda 101-1560-4343 528.00 10/20/2023 Mah Jongg Class Instructor Fee 528.00 10/20/2023 Colwell Melinda 528.00 COMPUTER INTEGRATION TECHN.101-1160-4211 105.20 10/5/2023 Add On Office365 License COMPUTER INTEGRATION TECHN.101-1160-4211 452.40 10/5/2023 Datto Office365 Backup Service October AP - Check Detail (10/24/2023)Page 21 of 96 70 Last Name Acct 1 Amount Check Date Description 557.60 10/5/2023 COMPUTER INTEGRATION TECHN.101-1160-4205 100.00 10/20/2023 SSL Cert Renewal - vpn.chanhassenmn.gov COMPUTER INTEGRATION TECHN.101-1160-4205 325.00 10/20/2023 SSL Certificate Renewal - Laserfiche Wireless Secure 425.00 10/20/2023 COMPUTER INTEGRATION TECHN. 982.60 Core & Main LP 700-7043-4160 1,212.72 6/16/2023 pH Chemkey Copper Chemkey hardness Chemkey Ammonia Chemkey 1,212.72 6/16/2023 Core & Main LP 700-7043-4160 757.16 8/16/2023 MW Free Chlorine Reagent set for Chlorine Analyzer Acid power Pi 757.16 8/16/2023 Core & Main LP 700-7043-4160 190.97 9/18/2023 MW Hach CA610 Fluoride Standard 2 Core & Main LP 700-7043-4160 485.00 9/18/2023 MW Hach SL1000 Replacement Tray 675.97 9/18/2023 CORE & MAIN LP 720-7207-4150 169.12 10/20/2023 Catch Basin Grate Black Universal outlet 169.12 10/20/2023 CORE & MAIN LP 2,814.97 Costco Wholesale 101-1534-4346 51.96 6/16/2023 Goldfish 51.96 6/16/2023 Costco Wholesale 701-0000-4150 2.00 7/18/2023 Picnic Pack Costco Wholesale 700-0000-4150 1.99 7/18/2023 Picnic Pack Costco Wholesale 101-1312-4150 2.00 7/18/2023 Picnic Pack 5.99 7/18/2023 Costco Wholesale 101-1613-4130 39.83 8/16/2023 Water and granola bars for July 3 4 Costco Wholesale 101-1220-4290 454.67 8/16/2023 Chips Choc Chunk Tomato Hamburger Bun Ketchup Hot Dog bun AP - Check Detail (10/24/2023)Page 22 of 96 71 Last Name Acct 1 Amount Check Date Description Costco Wholesale 101-1616-4130 95.92 8/16/2023 Motts Medley 590.42 8/16/2023 Costco Wholesale 648.37 Crooked Pint 101-1123-4372 20.17 6/16/2023 Carver County ED Meeting Lunch 20.17 6/16/2023 Crooked Pint 20.17 Crown Awards 101-1534-4346 76.82 6/16/2023 Recital Awards 76.82 6/16/2023 Crown Awards 76.82 Cub Foods 700-7019-4510 34.35 6/16/2023 Charmin Ultra Soft Air Freshner Cub Foods 101-1560-4112 34.73 6/16/2023 Ice Cubes Clementines Bags Cub Foods 101-1110-4372 44.41 6/16/2023 Bottled Water Ftn Conference room 113.49 6/16/2023 Cub Foods 101-1540-4130 13.52 7/18/2023 Hot Dog Buns Cub Foods 101-1540-4130 30.98 7/18/2023 Classic Mix 18pk Dorito Nacho Chips Cub Foods 101-1540-4130 49.11 7/18/2023 Flavor Mix 18pk Doritos Cheetos hot dog buns Cub Foods 101-1560-4112 17.01 7/18/2023 Ice Cubes Kens Dressing Bamboo Skewers Melon Athena Cub Foods 101-1540-4130 132.31 7/18/2023 Doritos Ketchup Aljax Liquid detergent Mustard Cub Foods 101-1540-4130 10.14 7/18/2023 Hot Dog Buns Cub Foods 101-1620-4130 25.77 7/18/2023 Dole Lemonade Crush Soda 278.84 7/18/2023 Cub Foods 101-1560-4112 40.43 8/16/2023 Coffee w Cops Driver Safety treats Cub Foods 101-1806-4130 22.43 8/16/2023 popsicles for end of season Cub Foods 101-1560-4112 282.37 8/16/2023 48pc Chicken Cub Foods 101-1613-4126 102.57 8/16/2023 Minute Maid Lemonade Crush Orange Soda Coke Classic Sprite Rootb Cub Foods 101-1540-4130 20.28 8/16/2023 Hot dog buns Cub Foods 101-1540-4130 98.22 8/16/2023 Hot Dog Buns Classic Mix Flavor Mis AP - Check Detail (10/24/2023)Page 23 of 96 72 Last Name Acct 1 Amount Check Date Description Cub Foods 101-1620-4130 7.38 8/16/2023 Spry GG Crn Cub Foods 101-1540-4130 22.63 8/16/2023 Hot Dog buns Ketchup Cub Foods 101-1220-4510 81.50 8/16/2023 Water softner Salt Cub Foods 101-1613-4130 78.72 8/16/2023 Mtn Dew Water ice Pepsi 7up Coke Classic Gatorade Cub Foods 101-1540-4130 18.24 8/16/2023 Viva Mlti SRF Cub Foods 101-1560-4112 33.97 8/16/2023 Movie Matinee day snacks Cub Foods 101-1613-4130 101.17 8/16/2023 4th of July soda Cub Foods 101-1540-4130 76.23 8/16/2023 Hot Dog buns Ketchup Family Fun Mix Mustard Cub Foods 101-1540-4130 13.52 8/16/2023 Hot Dog buns Cub Foods 101-1613-4126 17.09 8/16/2023 Minute Maid Lemonade Cub Foods 101-1560-4112 26.94 8/16/2023 Lions Club Picnic ice for coolers Cub Foods 101-1613-4130 17.96 8/16/2023 JG Ice for 4th of July Meeting Cub Foods 101-1560-4112 68.38 8/16/2023 Pop and Ice Lions Club Annual Picnic Cub Foods 101-1540-4130 13.52 8/16/2023 Hot Dog Buns 1,143.55 8/16/2023 Cub Foods 101-1540-4130 30.22 9/18/2023 Doritos Flavor Mix Hot Dog buns Cub Foods 101-1540-4130 38.27 9/18/2023 Cheesy Mix 18pk Hot Dog buns Bandages Cub Foods 101-1540-4130 16.81 9/18/2023 Hot Dog Buns Yellow Mustard Cub Foods 101-1540-4130 19.75 9/18/2023 Ketchup Hot dog buns Cub Foods 101-1540-4130 24.54 9/18/2023 Brawny Paper Towels Hot Dog Buns 129.59 9/18/2023 CUB FOODS 101-1220-4142 29.94 10/5/2023 Water CUB FOODS 101-1220-4290 66.89 10/5/2023 Lemishine Spray Water Batteries CUB FOODS 101-1220-4142 26.94 10/5/2023 Water CUB FOODS 101-1220-4290 45.15 10/5/2023 Soap Dishwand Batteries 168.92 10/5/2023 CUB FOODS 1,834.39 CUMMINS NPOWER 700-0000-4120 168.79 10/12/2023 Belt Arm-Tensioner Assy 168.79 10/12/2023 CUMMINS NPOWER 700-0000-4120 117.76 10/20/2023 Arm-Tensioner Assy 117.76 10/20/2023 AP - Check Detail (10/24/2023)Page 24 of 96 73 Last Name Acct 1 Amount Check Date Description CUMMINS NPOWER 286.55 Custom Refrigeration Inc 101-1312-4510 1,201.45 10/5/2023 Repair - IceOMatic Ice Machine 1,201.45 10/5/2023 Custom Refrigeration Inc 1,201.45 Danial Reem 101-1539-4343 319.20 10/20/2023 Zumba Instruction 319.20 10/20/2023 Danial Reem 319.20 DELEGARD TOOL COMPANY 101-1370-4260 43.36 10/20/2023 Telescope Mirror Mini Pick up tool 43.36 10/20/2023 DELEGARD TOOL COMPANY 43.36 Dell 101-1160-4131 410.00 7/18/2023 2nd Monitor for Mary B and a spare Dell 101-1160-4131 235.00 7/18/2023 Dell Dock - Matt Kerr Dell 101-1160-4131 205.00 7/18/2023 Dell Dock - Brett Martinson Dell 101-1160-4131 1,310.00 7/18/2023 Dell Laptop - Brett Martinson 2,160.00 7/18/2023 Dell 101-1160-4131 1,969.26 8/16/2023 Dell Laptop Matt Kerr Dell 101-1160-4131 5,240.00 8/16/2023 Dell Laptops Ryan Lannon Josh Girard Alison Albrecht and Cha 7,209.26 8/16/2023 Dell 9,369.26 Depositphotos Inc.101-1125-4360 321.05 6/16/2023 Charged in error-Credit pending 321.05 6/16/2023 AP - Check Detail (10/24/2023)Page 25 of 96 74 Last Name Acct 1 Amount Check Date Description Depositphotos Inc.101-1125-4360 -321.05 7/18/2023 Credit for 5/5/23 charge in error -321.05 7/18/2023 Depositphotos Inc. 0.00 Dick's Sporting Goods 101-1540-4130 827.91 8/16/2023 Kayak Paddle Tandem Kayak 827.91 8/16/2023 Dick's Sporting Goods 827.91 Dollar Tree Stores Inc 101-1560-4112 16.11 8/16/2023 Mayors Dinner Paper products Dollar Tree Stores Inc 101-1613-4126 5.38 8/16/2023 Solid Pail Dollar Tree Stores Inc 101-1613-4126 16.13 8/16/2023 Clittery Pail Ice Cube Tray H2o blaster bubble wand 37.62 8/16/2023 Dollar Tree Stores Inc 37.62 Domino's Pizza 101-1616-4130 15.00 7/18/2023 2 - large Hand tossed Pizza - Cheese Pepperoni Domino's Pizza 101-1616-4130 37.49 7/18/2023 6 -Large hand tossed pizza - Cheese Pepperoni Italian Sausage 52.49 7/18/2023 Domino's Pizza 101-1210-4145 217.14 9/18/2023 Pizza for NNU staff and volunteers 217.14 9/18/2023 Domino's Pizza 269.63 DPS Firefighter Licensing 101-1220-4300 750.00 6/16/2023 FF License renewal for entire department 750.00 6/16/2023 DPS Firefighter Licensing 101-1220-4300 75.00 7/18/2023 Payment for FF Hines License MBFTE DPS Firefighter Licensing 101-1220-4300 75.00 7/18/2023 Payment for FF Bolger License MBFTE AP - Check Detail (10/24/2023)Page 26 of 96 75 Last Name Acct 1 Amount Check Date Description 150.00 7/18/2023 DPS Firefighter Licensing 900.00 DUMMER DAVID & NIKKI 720-0000-2020 19.84 10/5/2023 Refund Check 014746-000, 8523 DRAKE COURT DUMMER DAVID & NIKKI 701-0000-2020 24.75 10/5/2023 Refund Check 014746-000, 8523 DRAKE COURT DUMMER DAVID & NIKKI 700-0000-2020 2.43 10/5/2023 Refund Check 014746-000, 8523 DRAKE COURT DUMMER DAVID & NIKKI 700-0000-2020 229.04 10/5/2023 Refund Check 014746-000, 8523 DRAKE COURT 276.06 10/5/2023 DUMMER DAVID & NIKKI 276.06 DX Events 101-1534-4356 517.50 9/18/2023 2024 competition deposit 517.50 9/18/2023 DX Events 517.50 Ebay 700-0000-4310 3.20 8/16/2023 JJ Cell Phone Belt Clip Ebay 701-0000-4310 3.20 8/16/2023 JJ Cell Phone Belt Clip 6.40 8/16/2023 Ebay 6.40 Economic Development Assn of MN 101-1420-4370 355.00 6/16/2023 EDAM Conference Registration Economic Development Assn of MN 101-1123-4370 355.00 6/16/2023 EDAM Summer Conference Registration 710.00 6/16/2023 Economic Development Assn of MN 101-1123-4370 40.00 9/18/2023 EDAM on the Road Willmar Economic Development Assn of MN 101-1123-4370 35.00 9/18/2023 EDAM Summer Networking Event Economic Development Assn of MN 101-1420-4370 35.00 9/18/2023 EDAM Event Registration 110.00 9/18/2023 AP - Check Detail (10/24/2023)Page 27 of 96 76 Last Name Acct 1 Amount Check Date Description Economic Development Assn of MN 820.00 Egersett Joyce 601-6051-3132 40.00 10/5/2023 Refund overpayment-2023 Pavement Rehab Project Egersett Joyce 601-0000-2231 -40.00 10/5/2023 Refund overpayment-2023 Pavement Rehab Project Egersett Joyce 601-0000-1230 40.00 10/5/2023 Refund overpayment-2023 Pavement Rehab Project 40.00 10/5/2023 Egersett Joyce 40.00 El Tequila Mexican 101-1220-4381 23.72 6/16/2023 Dinner while at Camp Ripley for Training 23.72 6/16/2023 El Tequila Mexican 23.72 Elan City Inc 101-1310-4530 147.00 10/5/2023 Radar Feedback Sign Repair 147.00 10/5/2023 Elan City Inc 147.00 Engel Water Testing Inc 700-0000-4300 840.00 10/20/2023 Water Samples - September 2023 840.00 10/20/2023 Engel Water Testing Inc 840.00 Enterprise FM Trust 400-0000-4811 393.69 10/12/2023 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 400-0000-4810 541.31 10/12/2023 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4810 541.44 10/12/2023 408 - 22 Chev Silv #25G89X Enterprise FM Trust 400-0000-4811 304.84 10/12/2023 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4810 364.95 10/12/2023 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 400-0000-4811 176.49 10/12/2023 605 - 22 Ford Rang #25G25M Enterprise FM Trust 400-0000-4810 354.88 10/12/2023 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4811 245.93 10/12/2023 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4811 496.97 10/12/2023 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 400-0000-4810 625.15 10/12/2023 419 - 23 Chev Silv #25XGMJ AP - Check Detail (10/24/2023)Page 28 of 96 77 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 400-0000-4810 623.66 10/12/2023 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4811 185.79 10/12/2023 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4810 493.35 10/12/2023 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4811 496.97 10/12/2023 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 400-0000-4811 184.11 10/12/2023 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 400-0000-4810 643.28 10/12/2023 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4810 623.38 10/12/2023 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4810 377.18 10/12/2023 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 400-0000-4811 310.40 10/12/2023 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 701-0000-4811 90.42 10/12/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 1,119.26 10/12/2023 612 - 23 Chev Silv #26RL44 Enterprise FM Trust 400-0000-4811 310.43 10/12/2023 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 400-0000-4811 167.91 10/12/2023 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4811 273.73 10/12/2023 502 - 23 Chev Blazer #25XQVB Enterprise FM Trust 400-0000-4811 207.20 10/12/2023 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4704 2,575.00 10/12/2023 612 - 23 Chev Silv #26RL44 Enterprise FM Trust 400-0000-4811 181.21 10/12/2023 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 400-0000-4810 842.73 10/12/2023 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 400-0000-4810 549.45 10/12/2023 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4811 384.94 10/12/2023 401 - 23 Chev Silv #26RPBZ Enterprise FM Trust 700-0000-2317 167.80 10/12/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 842.73 10/12/2023 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 700-0000-4811 90.41 10/12/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 521.32 10/12/2023 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 400-0000-4810 625.07 10/12/2023 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 400-0000-4810 584.48 10/12/2023 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4810 629.40 10/12/2023 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4810 602.76 10/12/2023 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 400-0000-4810 629.39 10/12/2023 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 400-0000-4810 405.29 10/12/2023 605 - 22 Ford Rang #25G25M Enterprise FM Trust 400-0000-4811 614.59 10/12/2023 612 - 23 Chev Silv #26RL44 Enterprise FM Trust 400-0000-4811 196.45 10/12/2023 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4811 332.93 10/12/2023 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 700-0000-4811 92.81 10/12/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 700-0000-2317 272.47 10/12/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 143.61 10/12/2023 412 - 22 GMC Sier #25H28F Enterprise FM Trust 701-0000-4811 92.81 10/12/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 196.99 10/12/2023 408 - 22 Chev Silv #25G89X Enterprise FM Trust 400-0000-4810 445.90 10/12/2023 502 - 23 Chev Blazer #25XQVB Enterprise FM Trust 400-0000-4811 304.83 10/12/2023 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 400-0000-4811 387.00 10/12/2023 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 701-0000-2317 167.79 10/12/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 701-0000-2317 272.47 10/12/2023 305 - 22 Chev Silv #25G5QR AP - Check Detail (10/24/2023)Page 29 of 96 78 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 400-0000-4811 309.70 10/12/2023 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4811 309.56 10/12/2023 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4810 591.47 10/12/2023 401 - 23 Chev Silv #26RPBZ Enterprise FM Trust 400-0000-4810 457.64 10/12/2023 412 - 22 GMC Sier #25H28F 24,973.72 10/12/2023 Enterprise FM Trust 24,973.72 EPIC EVENT RENTAL 202-0000-4300 70.85 10/5/2023 Stage Rental for 2023 Cemetery Walk Event 70.85 10/5/2023 EPIC EVENT RENTAL 70.85 ESS BROTHERS & SONS INC 701-0000-4551 1,908.81 10/5/2023 Manhole Protection Rings ESS BROTHERS & SONS INC 700-0000-4550 348.27 10/5/2023 Manhole Protection Rings 2,257.08 10/5/2023 ESS BROTHERS & SONS INC 2,257.08 Etsy 101-1530-4130 6.43 8/16/2023 Image for wall 6.43 8/16/2023 Etsy 6.43 Experts Exchange 101-1160-4207 199.95 8/16/2023 Experts Exchange Annual Renewal 199.95 8/16/2023 Experts Exchange 199.95 Eyewash Direct 101-1312-4510 94.44 9/18/2023 Speakman Aerated Spray Head Assembly 94.44 9/18/2023 AP - Check Detail (10/24/2023)Page 30 of 96 79 Last Name Acct 1 Amount Check Date Description Eyewash Direct 94.44 Facebook 101-1530-4375 25.00 9/18/2023 Facebook Advertising for Rec Center Facebook 101-1530-4375 4.69 9/18/2023 Facebook Advertising for Rec Center Programs 29.69 9/18/2023 Facebook 29.69 FACTORY MOTOR PARTS COMPANY 101-1220-4140 -136.94 10/5/2023 Warranty Credit FACTORY MOTOR PARTS COMPANY 101-1370-4140 -101.23 10/5/2023 Medium Battery Core Return FACTORY MOTOR PARTS COMPANY 101-1220-4140 379.92 10/5/2023 MTC BXT-65-850 141.75 10/5/2023 FACTORY MOTOR PARTS COMPANY 141.75 FASTENAL COMPANY 101-1550-4120 65.08 10/20/2023 Tap Cotter pin HCS 3/8 FASTENAL COMPANY 101-1370-4120 45.99 10/20/2023 Shelf Bin Divider 111.07 10/20/2023 FASTENAL COMPANY 111.07 FedEx Office 701-0000-4330 15.56 7/18/2023 JG Care Package for Curtis FedEx Office 101-1320-4300 15.56 7/18/2023 JG Care Package for Curtis FedEx Office 700-0000-4330 15.57 7/18/2023 JG Care Package for Curtis 46.69 7/18/2023 FedEx Office 46.69 Ferguson Waterworks #2518 700-1384-4556 112.37 10/5/2023 22/4 AWG Rem Mtr Wire 500Ft Ferguson Waterworks #2518 701-1384-4556 1,623.00 10/5/2023 3"" Mach 10 17"" Length R900 Ferguson Waterworks #2518 700-0000-4550 632.15 10/5/2023 LF 1 CTSXCTS QJ Ball 1 SS Ins Stfnr Cts Raptor Pro 15 Adj Wrch Ferguson Waterworks #2518 700-1384-4556 1,623.00 10/5/2023 3"" Mach 10 17"" Length R900 Ferguson Waterworks #2518 700-0000-4240 14.99 10/5/2023 Full Brim Hard Hat Ferguson Waterworks #2518 701-0000-4240 147.24 10/5/2023 10 Blac Muck Boot Stl Toe AP - Check Detail (10/24/2023)Page 31 of 96 80 Last Name Acct 1 Amount Check Date Description Ferguson Waterworks #2518 701-1384-4556 112.36 10/5/2023 22/4 AWG Rem Mtr Wire 500ft 4,265.11 10/5/2023 Ferguson Waterworks #2518 700-0000-4550 70.00 10/12/2023 1 - 1/4 PL - Lid CB Lid & Plug Ferguson Waterworks #2518 700-0000-4550 486.55 10/12/2023 1 - 1/4 Curb Bx Thrd Rep Coup Ferguson Waterworks #2518 700-0000-4550 154.02 10/12/2023 2 Curb BX Ecc Rep Top 710.57 10/12/2023 Ferguson Waterworks #2518 4,975.68 FF Manufacturing Inc 700-7043-4510 109.70 9/18/2023 MW Replacement Windsocks 109.70 9/18/2023 FF Manufacturing Inc 109.70 FIDELITY NATIONAL TITLE COMPANY 700-0000-2020 1.73 10/5/2023 Refund Check 006036-000, 8415 MISSION HILLS LANE FIDELITY NATIONAL TITLE COMPANY 701-0000-2020 24.07 10/5/2023 Refund Check 006036-000, 8415 MISSION HILLS LANE FIDELITY NATIONAL TITLE COMPANY 720-0000-2020 14.09 10/5/2023 Refund Check 006036-000, 8415 MISSION HILLS LANE FIDELITY NATIONAL TITLE COMPANY 700-0000-2020 201.56 10/5/2023 Refund Check 006036-000, 8415 MISSION HILLS LANE 241.45 10/5/2023 FIDELITY NATIONAL TITLE COMPANY 241.45 Fieldstone Family Homes 101-0000-2073 1,500.00 10/20/2023 Erosion Escrow-780 Crossroads Court Fieldstone Family Homes 101-0000-2073 1,500.00 10/20/2023 Erosion Escrow-730 Crossroads Court Fieldstone Family Homes 101-0000-2073 1,500.00 10/20/2023 Erosion Escrow-790 Crossroads Court Fieldstone Family Homes 101-0000-2073 1,500.00 10/20/2023 Erosion Escrow-770 Crossroads Court 6,000.00 10/20/2023 Fieldstone Family Homes 6,000.00 Fire Marshals Association of Minnesota 101-1220-4360 40.00 7/18/2023 Fire Marshals Assoc of MN Dues AP - Check Detail (10/24/2023)Page 32 of 96 81 Last Name Acct 1 Amount Check Date Description 40.00 7/18/2023 Fire Marshals Association of Minnesota 40.00 FleetPride, Inc.101-1550-4120 7.99 10/5/2023 Reinzosil Tube 70ML 7.99 10/5/2023 FleetPride, Inc.101-1320-4140 164.00 10/12/2023 3/16 Ply Standard Mud Flap Cheveron 1/4 mud flap FleetPride, Inc.101-1320-4140 96.00 10/12/2023 Cheveron 1/4 Mud Flap 3/16 Ploy Standard 260.00 10/12/2023 FleetPride, Inc. 267.99 FLEX TITLE COMPANY 700-0000-2020 1.51 10/5/2023 Refund Check 101592-000, 6230 ARBOR LANE FLEX TITLE COMPANY 701-0000-2020 12.32 10/5/2023 Refund Check 101592-000, 6230 ARBOR LANE FLEX TITLE COMPANY 720-0000-2020 12.33 10/5/2023 Refund Check 101592-000, 6230 ARBOR LANE FLEX TITLE COMPANY 700-0000-2020 2.70 10/5/2023 Refund Check 101592-000, 6230 ARBOR LANE FLEX TITLE COMPANY 720-0000-2020 48.69 10/5/2023 Refund Check 100662-000, 1275 LILAC LANE FLEX TITLE COMPANY 701-0000-2020 74.88 10/5/2023 Refund Check 100662-000, 1275 LILAC LANE FLEX TITLE COMPANY 700-0000-2020 99.68 10/5/2023 Refund Check 100662-000, 1275 LILAC LANE FLEX TITLE COMPANY 700-0000-2020 5.97 10/5/2023 Refund Check 100662-000, 1275 LILAC LANE 258.08 10/5/2023 FLEX TITLE COMPANY 258.08 FontSpring 101-1125-4260 46.40 6/16/2023 Birch STD Font License 46.40 6/16/2023 FontSpring 46.40 FORCE AMERICA INC 101-1320-4120 417.63 10/20/2023 Deg Elbow Tube OD Male JIC Steel 417.63 10/20/2023 AP - Check Detail (10/24/2023)Page 33 of 96 82 Last Name Acct 1 Amount Check Date Description FORCE AMERICA INC 417.63 Fossen Ryan 101-1550-4240 219.99 10/19/2023 Clothing - Bibs 219.99 10/19/2023 Fossen Ryan 219.99 FSMN/Menuetta 101-1125-4120 118.25 6/16/2023 City identification t-shirts for working events 118.25 6/16/2023 FSMN/Menuetta 101-1120-4300 501.00 8/16/2023 Polos 501.00 8/16/2023 FSMN/Menuetta 101-1123-4300 102.99 9/18/2023 Work shirts 102.99 9/18/2023 FSMN/Menuetta 722.24 FUNKE SPENCER & ELIZABETH 720-0000-2020 7.32 10/5/2023 Refund Check 101007-000, 8430 EGRET COURT FUNKE SPENCER & ELIZABETH 700-0000-2020 0.90 10/5/2023 Refund Check 101007-000, 8430 EGRET COURT FUNKE SPENCER & ELIZABETH 701-0000-2020 19.07 10/5/2023 Refund Check 101007-000, 8430 EGRET COURT FUNKE SPENCER & ELIZABETH 700-0000-2020 10.16 10/5/2023 Refund Check 101007-000, 8430 EGRET COURT 37.45 10/5/2023 FUNKE SPENCER & ELIZABETH 37.45 Fusion Learning Partners 101-1310-4370 50.00 8/16/2023 CEAM Business mtg 50.00 8/16/2023 Fusion Learning Partners 50.00 Game One 101-1613-4252 28.32 6/16/2023 Online merch store test order (mug will be re-sold) AP - Check Detail (10/24/2023)Page 34 of 96 83 Last Name Acct 1 Amount Check Date Description 28.32 6/16/2023 Game One 101-1613-4130 34.94 8/16/2023 Commission on Aging member T shirt 4XL 34.94 8/16/2023 Game One 63.26 Gatehouse Supplies 101-1370-4510 73.04 7/18/2023 CS Sensor Assembly 73.04 7/18/2023 Gatehouse Supplies 73.04 Gertens 101-1550-4150 2,122.76 7/18/2023 AB Ranger Pro 2 5 Gal 2,122.76 7/18/2023 Gertens 2,122.76 Global Leadership Network 101-1311-4370 99.00 9/18/2023 Global Leadership Summit Registration 99.00 9/18/2023 Global Leadership Network 99.00 Go Gymnastics 101-1538-4343 636.50 10/12/2023 Gymnastic Instruction Go Gymnastics 101-1537-4343 486.88 10/12/2023 Gymnastic Instruction 1,123.38 10/12/2023 Go Gymnastics 1,123.38 GoDaddy.com LLC 101-1160-4207 313.26 6/16/2023 Chanrec Domain Registration 2 Year 313.26 6/16/2023 AP - Check Detail (10/24/2023)Page 35 of 96 84 Last Name Acct 1 Amount Check Date Description GoDaddy.com LLC 313.26 GONYEA HOMES 101-0000-2073 2,700.00 10/5/2023 Erosion Escrow-2005 Della Drive GONYEA HOMES 101-0000-2073 4,700.00 10/5/2023 Erosion Escrow-1886 Della Drive GONYEA HOMES 101-0000-2073 3,900.00 10/5/2023 Erosion Escrow-1982 Della Drive GONYEA HOMES 101-0000-2073 2,700.00 10/5/2023 Erosion Escrow-1897 Della Drive GONYEA HOMES 101-0000-2073 3,000.00 10/5/2023 Erosion Escrow-548 Big Woods Blvd GONYEA HOMES 101-0000-2073 2,600.00 10/5/2023 Erosion Escrow-6995 Lucy Ridge Lane GONYEA HOMES 101-0000-2073 2,900.00 10/5/2023 Erosion Escrow-1825 Lucy Ridge Circle GONYEA HOMES 101-0000-2073 2,900.00 10/5/2023 Erosion Escrow-7035 Lucy Ridge Lane GONYEA HOMES 101-0000-2073 2,700.00 10/5/2023 Erosion Escrow-1969 Della Drive GONYEA HOMES 101-0000-2073 2,700.00 10/5/2023 Erosion Escrow-1993 Della Drive 30,800.00 10/5/2023 GONYEA HOMES 30,800.00 Good Day Cafe 101-1120-4372 200.65 6/16/2023 City Hall tours lunch 200.65 6/16/2023 Good Day Cafe 200.65 GOPHER STATE ONE-CALL INC 700-0000-4300 340.20 10/20/2023 Locates September GOPHER STATE ONE-CALL INC 701-0000-4300 340.20 10/20/2023 Locates September 680.40 10/20/2023 GOPHER STATE ONE-CALL INC 680.40 Government Finance Officers Association 101-1130-4210 78.35 6/16/2023 Book-Accounting for Capital Assets 78.35 6/16/2023 Government Finance Officers Association 101-1130-4370 535.00 7/18/2023 GFOA Annual Conf Reg Fee-Grinnell Government Finance Officers Association 101-1130-4370 85.00 7/18/2023 GFOA Webinar - SBITA Acct - Grinnell 620.00 7/18/2023 AP - Check Detail (10/24/2023)Page 36 of 96 85 Last Name Acct 1 Amount Check Date Description Government Finance Officers Association 101-1130-4301 530.00 8/16/2023 GFOA Application fee for 2022 ACFR Cert of Achievement 530.00 8/16/2023 Government Finance Officers Association 101-1130-4370 50.00 9/18/2023 GFOA Cybersecurity Webinar 50.00 9/18/2023 Government Finance Officers Association 1,278.35 Grainger 700-7019-4120 565.25 6/16/2023 JJ EWTP Totally Enclosed Motor 115V 565.25 6/16/2023 Grainger 101-1220-4510 284.36 7/18/2023 Replacement Coil for Garage Door Grainger 101-1550-4120 3.13 7/18/2023 GB Paddleboat Chain Link (Repair) Grainger 720-7202-4130 92.65 7/18/2023 Tape Measure 380.14 7/18/2023 Grainger 700-7043-4150 18.05 8/16/2023 MW Wire Relay 10 30 VAC DC 18.05 8/16/2023 Grainger 963.44 Granicus 101-1125-4221 7,526.41 6/16/2023 Granicus Annual License Renewals 7,526.41 6/16/2023 Granicus 7,526.41 GRAYBAR 101-1350-4120 777.20 10/5/2023 HPS Localox 250W Hid Ballast Kit HPS 5-Tap 250W GRAYBAR 101-1550-4120 257.94 10/5/2023 Light blubs GRAYBAR 101-1350-4120 95.30 10/5/2023 Male Blu Prot Cap Male Org Prot Cap Male wht Pro Cap 1,130.44 10/5/2023 AP - Check Detail (10/24/2023)Page 37 of 96 86 Last Name Acct 1 Amount Check Date Description GRAYBAR 1,130.44 GREEN MEADOWS INC 101-1220-1193 384.25 10/20/2023 Code Enforcement-Mowing 384.25 10/20/2023 GREEN MEADOWS INC 384.25 Green Mill 101-1120-4381 31.37 6/16/2023 Dinner for Jenny for two days 5/9 and 5/10 for MMCI training 31.37 6/16/2023 Green Mill 31.37 Greenheck Fan Corp 700-7019-4510 329.83 9/18/2023 SP-A190 Power Pack 329.83 9/18/2023 Greenheck Fan Corp 329.83 Grundens USA 701-0000-4240 199.99 7/18/2023 Neptune Jacket Grundens USA 101-1550-4240 369.97 7/18/2023 AB Jackets & Bib Pants Grundens USA 700-0000-4240 199.98 7/18/2023 Neptune Jacket 769.94 7/18/2023 Grundens USA 769.94 Guard Guys, LLC 101-1120-4300 17.95 10/12/2023 17.95 10/12/2023 Guard Guys, LLC 700-0000-4300 156.83 10/20/2023 Drug Tests - utilities Guard Guys, LLC 101-1550-4300 156.83 10/20/2023 Drug Tests - parks Guard Guys, LLC 101-1320-4300 627.34 10/20/2023 Drug Tests - streets and fleet 941.00 10/20/2023 AP - Check Detail (10/24/2023)Page 38 of 96 87 Last Name Acct 1 Amount Check Date Description Guard Guys, LLC 958.95 Haaf Ramp 8070 101-1120-4381 8.00 6/16/2023 Parking ramp fee Haaf Ramp 8070 101-1220-4381 8.00 6/16/2023 Parking for City Hall Tours 16.00 6/16/2023 Haaf Ramp 8070 16.00 Hach Company 700-7019-4160 266.25 6/16/2023 Assy Pack Chemkey 25 piece Orthophosphate Hach Company 700-7043-4160 1,376.31 6/16/2023 Chemkey 300 Piece Orthophosphate Low Range Fluoride Pan and S 1,642.56 6/16/2023 Hach Company 700-7019-4160 241.91 7/18/2023 Assy Pack Chemkey 25 piece dissolved iron 241.91 7/18/2023 Hach Company 1,884.47 HANSEN THORP PELLINEN OLSON 400-0000-1155 114.00 10/5/2023 Inspection Reports -Fox Ridge Estates HANSEN THORP PELLINEN OLSON 400-0000-1155 399.00 10/5/2023 Inspection Reports -Berrospid HANSEN THORP PELLINEN OLSON 701-7025-4300 7,522.00 10/5/2023 Lift Station #3 HANSEN THORP PELLINEN OLSON 400-0000-1155 741.00 10/5/2023 Inspection Reports -Lake Place Apts. HANSEN THORP PELLINEN OLSON 400-0000-1155 342.00 10/5/2023 Inspection Reports -Cunningham 2nd Add. 9,118.00 10/5/2023 HANSEN THORP PELLINEN OLSON 9,118.00 HAWKINS CHEMICAL 700-7043-4160 20.00 10/5/2023 Chlorine Cylinder HAWKINS CHEMICAL 700-7019-4160 24,127.66 10/5/2023 Hydrofluosilicic Acid Sodium Permanganate HAWKINS CHEMICAL 700-7043-4160 6,170.66 10/5/2023 Corrosion Inhibitor 30,318.32 10/5/2023 HAWKINS CHEMICAL 700-7019-4160 9,945.34 10/12/2023 Azone 15 Reg No 7870-5 AP - Check Detail (10/24/2023)Page 39 of 96 88 Last Name Acct 1 Amount Check Date Description 9,945.34 10/12/2023 HAWKINS CHEMICAL 40,263.66 Health Strategies 101-1220-4352 196.00 10/12/2023 Medical Exam Mask Fit - R White 196.00 10/12/2023 Health Strategies 196.00 Hilton Hotels & Resorts 700-0000-4381 178.52 6/16/2023 JG Training Hotel 178.52 6/16/2023 Hilton Hotels & Resorts 700-0000-4381 -41.76 8/16/2023 Credit for hilton hotel charges -41.76 8/16/2023 Hilton Hotels & Resorts 136.76 HOISINGTON KOEGLER GROUP 414-4010-4300 17,641.79 10/12/2023 SD for Civic Campus HOISINGTON KOEGLER GROUP 410-4410-4300 59,184.00 10/12/2023 Chanhassen Lake Ann Preserve Design HOISINGTON KOEGLER GROUP 101-1420-4300 2,535.00 10/12/2023 Chanhassen Downtown Wayfinding and Signage Plan HOISINGTON KOEGLER GROUP 414-4011-4300 17,641.78 10/12/2023 SD for Civic Campus HOISINGTON KOEGLER GROUP 101-1420-4300 6,475.42 10/12/2023 Chanhassen DT Design Guidelines 103,477.99 10/12/2023 HOISINGTON KOEGLER GROUP 103,477.99 Holiday Inn & Suites 101-1220-4381 136.92 6/16/2023 Hotel for Fatturi to attend SFM Hotel Training 136.92 6/16/2023 Holiday Inn & Suites 136.92 Home Depot 700-0000-4510 212.00 6/16/2023 JG Replacemnt Oven at PW Lunchroom AP - Check Detail (10/24/2023)Page 40 of 96 89 Last Name Acct 1 Amount Check Date Description Home Depot 701-0000-4120 32.18 6/16/2023 BM Sewer & Water Mountable Lock Boxes Home Depot 101-1312-4510 212.00 6/16/2023 JG Replacemnt Oven at PW Lunchroom Home Depot 101-1550-4510 212.00 6/16/2023 JG Replacemnt Oven at PW Lunchroom Home Depot 101-1320-4260 125.96 6/16/2023 JG Mailbox Supplies Home Depot 701-0000-4510 212.00 6/16/2023 JG Replacemnt Oven at PW Lunchroom Home Depot 700-0000-4120 171.70 6/16/2023 BM Sewer & Water Extention Cords for Break Van Home Depot 701-0000-4120 171.70 6/16/2023 BM Sewer & Water Extention Cords for Break Van Home Depot 700-0000-4120 32.18 6/16/2023 BM Sewer & Water Mountable Lock Boxes Home Depot 101-1220-4290 71.65 6/16/2023 Semperv Cold Hardy 6pack Planet cold hardy Sedum 1qt Cactus P 1,453.37 6/16/2023 Home Depot 101-1550-4151 12.91 7/18/2023 GB Fittings - City Center Repair Home Depot 700-7019-4150 138.71 7/18/2023 JC EWTP Hand Vacuum Home Depot 700-0000-4260 455.59 7/18/2023 BM Vehicle/Meter Install Tools Home Depot 101-1550-4150 41.92 7/18/2023 GB Quikrete Round House Playground Footings Home Depot 101-1320-4157 209.97 7/18/2023 JG Pallet & Concrete Home Depot 101-1550-4120 158.36 7/18/2023 GB Fence boards Drill bit Screws (Restock) Home Depot 700-7019-4510 383.46 7/18/2023 MW Pint Cube Dehumidifer Screwdriver Set Black Marker Home Depot 101-1320-4157 -25.00 7/18/2023 JG Pallet Return 1,375.92 7/18/2023 Home Depot 700-0000-4550 23.84 8/16/2023 Male Terminal Adapter 1" Schedule 40 X 10Ft Home Depot 101-1550-4150 343.87 8/16/2023 GB 78th Island Mulch (Replace) Home Depot 101-1550-4150 92.58 8/16/2023 GB Olson Community Garden Bed (New) and Grabber (Replacement) Home Depot 700-0000-4510 747.46 8/16/2023 MW Water Resistant Leather Work Glove Microfiber Towel Dish Sp Home Depot 101-1550-4150 280.87 8/16/2023 GB LA Tree Gravel Bed Materials Home Depot 700-0000-4550 7.02 8/16/2023 BM Yard Restoration from Curb Stop Repair at 93 Shasta Cir Home Depot 101-1320-4150 21.36 8/16/2023 JG 1X8 8ft Cedar 1,517.00 8/16/2023 Home Depot 700-0000-4150 9.63 9/18/2023 JG Kutter Original Trigger Home Depot 720-7207-4150 65.86 9/18/2023 JG Duct Tape Cement Tub Spray Paint Home Depot 700-7043-4150 463.22 9/18/2023 MW Dehumidifier Aloe Bolt Cutter Wire Strippers Home Depot 700-7043-4510 410.56 9/18/2023 MW Dehumidifier Hose Repair Home Depot 700-0000-4150 19.26 9/18/2023 JG Kutter Original Trigger Home Depot 700-0000-4150 61.61 9/18/2023 JG Microfiber Towel Drill Strip Wire Brush Home Depot 101-1550-4150 92.58 9/18/2023 GB Community Garden Mulch & Grabber (Replacements) 1,122.72 9/18/2023 AP - Check Detail (10/24/2023)Page 41 of 96 90 Last Name Acct 1 Amount Check Date Description Home Depot 5,469.01 Hootsuite Inc 101-1125-4229 588.00 8/16/2023 Scheduling software for social media 588.00 8/16/2023 Hootsuite Inc 588.00 Huelife 101-1120-4371 160.00 6/16/2023 Vickerman Insights Profile 160.00 6/16/2023 Huelife 160.00 Hurtado Barbecue 101-1311-4381 27.46 6/16/2023 Dinner - Hurtado BBQ - 050423 27.46 6/16/2023 Hurtado Barbecue 27.46 Hyatt Regency 101-1130-4381 1,148.60 7/18/2023 GFOA Annual Conf Lodging-Grinnell 1,148.60 7/18/2023 Hyatt Regency 1,148.60 ICMA 101-1120-4370 865.00 7/18/2023 ICMA Conference Registration 865.00 7/18/2023 ICMA 101-1120-4370 790.00 8/16/2023 ICMA Conference Registration fee ICMA 101-1120-4360 781.00 8/16/2023 ICMA Annual membership fee 1,571.00 8/16/2023 ICMA 2,436.00 AP - Check Detail (10/24/2023)Page 42 of 96 91 Last Name Acct 1 Amount Check Date Description IMPARK 700-0000-4381 10.00 7/18/2023 JC Parking Permit for Training IMPARK 700-0000-4381 15.00 7/18/2023 JC Parking Permit for Training 25.00 7/18/2023 IMPARK 25.00 Indelco Plastics Corporation 700-7019-4150 129.24 6/16/2023 Female Connector Union Elbow 129.24 6/16/2023 Indelco Plastics Corporation 129.24 INDEPENDENT SCHOOL DIST 112 101-1550-4120 7,279.20 10/5/2023 Repair-damaged playground equipment 7,279.20 10/5/2023 INDEPENDENT SCHOOL DIST 112 7,279.20 Indigo Signs 101-1120-4110 385.50 10/20/2023 Nameplates: JM RA RM MJ Detective TG 385.50 10/20/2023 Indigo Signs 385.50 Infosend, Inc 720-1130-4330 599.41 10/5/2023 Utility Statement Postage Infosend, Inc 701-1130-4111 251.78 10/5/2023 Utility Statement Printing Infosend, Inc 700-1130-4330 377.10 10/5/2023 Utility Postage Infosend, Inc 720-1130-4330 377.11 10/5/2023 Utility Postage Infosend, Inc 701-1130-4111 181.87 10/5/2023 Utility Statements Infosend, Inc 700-1130-4330 599.40 10/5/2023 Utility Statement Postage Infosend, Inc 720-1130-4111 251.77 10/5/2023 Utility Statement Printing Infosend, Inc 701-1130-4330 599.40 10/5/2023 Utility Statement Postage Infosend, Inc 700-1130-4111 181.87 10/5/2023 Utility Statements Infosend, Inc 720-1130-4111 181.87 10/5/2023 Utility Statements Infosend, Inc 701-1130-4330 377.10 10/5/2023 Utility Postage Infosend, Inc 700-1130-4111 251.78 10/5/2023 Utility Statement Printing AP - Check Detail (10/24/2023)Page 43 of 96 92 Last Name Acct 1 Amount Check Date Description 4,230.46 10/5/2023 Infosend, Inc 700-1130-4111 452.57 10/12/2023 Utility Statements Infosend, Inc 720-1130-4111 452.56 10/12/2023 Utility Statements Infosend, Inc 720-1130-4330 1,448.50 10/12/2023 Utility Postage Infosend, Inc 701-1130-4111 452.57 10/12/2023 Utility Statements Infosend, Inc 700-1130-4330 1,448.50 10/12/2023 Utility Postage Infosend, Inc 701-1130-4330 1,448.50 10/12/2023 Utility Postage 5,703.20 10/12/2023 Infosend, Inc 9,933.66 Innovative Office Solutions LLC 101-1120-4110 11.72 10/5/2023 LID DME 12&16oz 100pk Innovative Office Solutions LLC 101-1120-4110 85.07 10/5/2023 Envelopes post it post it tabs permanent markers 96.79 10/5/2023 Innovative Office Solutions LLC 101-1120-4110 148.98 10/12/2023 Sponsorship paper (PT) Measuring tapes (3 bldg 1 planning) Innovative Office Solutions LLC 101-1120-4110 13.76 10/12/2023 erasable wall calendar 162.74 10/12/2023 Innovative Office Solutions LLC 101-1120-4110 67.13 10/17/2023 legal pads clear stand alone frames size10 white envelopes 67.13 10/17/2023 Innovative Office Solutions LLC 101-1120-4110 126.50 10/20/2023 Paper Hand Sanitizer 126.50 10/20/2023 Innovative Office Solutions LLC 453.16 International Hotel 101-1420-4381 412.14 8/16/2023 Hotel for EDAM Conference 412.14 8/16/2023 International Hotel 412.14 AP - Check Detail (10/24/2023)Page 44 of 96 93 Last Name Acct 1 Amount Check Date Description International Institute Municipal Clerks 101-1120-4370 -90.00 8/16/2023 Refund for IIMC discount for two people attending -90.00 8/16/2023 International Institute Municipal Clerks -90.00 IR Industrial 700-7043-4150 356.72 8/16/2023 JC Travel Labor for service visit 356.72 8/16/2023 IR Industrial 700-7043-4150 417.34 9/18/2023 JC Switch Main Power / Service Visit 417.34 9/18/2023 IR Industrial 774.06 IUOE Local #49 700-0000-2004 199.92 10/5/2023 PR Batch 00406.10.2023 Local 49 dues IUOE Local #49 101-0000-2004 455.00 10/5/2023 PR Batch 00406.10.2023 Local 49 dues IUOE Local #49 701-0000-2004 80.08 10/5/2023 PR Batch 00406.10.2023 Local 49 dues 735.00 10/5/2023 IUOE Local #49 735.00 Jamf Software, LLC 101-1160-4205 138.00 6/16/2023 monthly MDM charges for ipads 138.00 6/16/2023 Jamf Software, LLC 101-1160-4205 136.00 7/18/2023 Monthly MDM charge for ipads 136.00 7/18/2023 Jamf Software, LLC 101-1160-4205 136.00 8/16/2023 Monthly MDM charge for ipads 136.00 8/16/2023 Jamf Software, LLC 101-1160-4205 138.00 9/18/2023 Monthly MDM charge for ipads 138.00 9/18/2023 AP - Check Detail (10/24/2023)Page 45 of 96 94 Last Name Acct 1 Amount Check Date Description Jamf Software, LLC 548.00 Jersey Mike's Subs 101-1110-4372 125.57 7/18/2023 06-05-23 Council Meal Sandwiches 125.57 7/18/2023 Jersey Mike's Subs 125.57 Jeske Rachel 101-1420-4381 323.71 10/19/2023 Hotel/Mileage for APA Conference Jeske Rachel 101-1420-4381 90.39 10/19/2023 Hotel/Mileage for APA Conference 414.10 10/19/2023 Jeske Rachel 414.10 Jimmy Johns 101-1120-4381 15.49 6/16/2023 Lunch for Jenny on last day of MMCI training Jimmy Johns 101-1110-4372 166.36 6/16/2023 4-20-23 Open House staff meals Jimmy Johns 181.85 6/16/2023 Jimmy Johns 101-1616-4130 87.50 7/18/2023 Party Boxes - 30 pieces 87.50 7/18/2023 Jimmy Johns 101-1613-4130 92.44 8/16/2023 4th of July dinner for headliner Jimmy Johns 101-1110-4372 241.26 8/16/2023 Jimmy Johns 06 26 23 City Council dinner 333.70 8/16/2023 Jimmy Johns 603.05 JORGENSEN SUSAN 720-0000-2020 32.26 10/5/2023 Refund Check 011327-000, 6510 YOSEMITE JORGENSEN SUSAN 701-0000-2020 162.51 10/5/2023 Refund Check 011327-000, 6510 YOSEMITE 194.77 10/5/2023 JORGENSEN SUSAN 194.77 AP - Check Detail (10/24/2023)Page 46 of 96 95 Last Name Acct 1 Amount Check Date Description JST Construction 101-0000-2073 500.00 10/20/2023 Erosion Escrow-8576 Chanhassen Hills Drive 500.00 10/20/2023 JST Construction 500.00 K2 Electrical Services Inc 101-1550-4300 4,402.00 10/20/2023 Labor & Materials-Lake Ann Ballfield/Soccer field lighting 4,402.00 10/20/2023 K2 Electrical Services Inc 4,402.00 Kahler Parking 101-1123-4381 34.60 8/16/2023 Parking for EDAM Conference Rochester 34.60 8/16/2023 Kahler Parking 34.60 Kahoot!101-1120-4360 468.00 6/16/2023 Kahoot annual fee 468.00 6/16/2023 Kahoot! 468.00 KARASEK EDWARD J. & AMANDA R.701-0000-2020 313.07 10/5/2023 Refund Check 096582-000, 7588 WALNUT CURVE KARASEK EDWARD J. & AMANDA R.700-0000-2020 223.99 10/5/2023 Refund Check 096582-000, 7588 WALNUT CURVE KARASEK EDWARD J. & AMANDA R.720-0000-2020 59.20 10/5/2023 Refund Check 096582-000, 7588 WALNUT CURVE KARASEK EDWARD J. & AMANDA R.700-0000-2020 7.26 10/5/2023 Refund Check 096582-000, 7588 WALNUT CURVE 603.52 10/5/2023 KARASEK EDWARD J. & AMANDA R. 603.52 KATH FUEL OIL SERVICE 101-1370-4170 12,101.80 10/5/2023 Unleaded 87 ETH 10 12,101.80 10/5/2023 AP - Check Detail (10/24/2023)Page 47 of 96 96 Last Name Acct 1 Amount Check Date Description KATH FUEL OIL SERVICE 12,101.80 Keenan Josh & Melissa 101-0000-2073 250.00 10/20/2023 Erosion Escrow-7510 Erie Avenue 250.00 10/20/2023 Keenan Josh & Melissa 250.00 KeeperSecurity.com 101-1160-4205 4,290.00 8/16/2023 Keeper Security Annual Renewal 4,290.00 8/16/2023 KeeperSecurity.com 4,290.00 KENNEDY & GRAVEN, CHARTERED 605-6502-4300 44.00 10/12/2023 TH101 44.00 10/12/2023 KENNEDY & GRAVEN, CHARTERED 44.00 KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 31,456.53 10/5/2023 Market Blvd 31,456.53 10/5/2023 KIMLEY HORN AND ASSOCIATES INC 605-6502-4300 795.53 10/20/2023 TH 101 Reconstruction KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 7,055.00 10/20/2023 Private Dev KIMLEY HORN AND ASSOCIATES INC 605-6503-4300 89.57 10/20/2023 TH 101 Reconstruction 7,940.10 10/20/2023 KIMLEY HORN AND ASSOCIATES INC 39,396.63 Kohinoor Bar & Grill 101-1120-4381 35.85 6/16/2023 Dinner on May 11 for MMCI training - doordash was just the way t 35.85 6/16/2023 AP - Check Detail (10/24/2023)Page 48 of 96 97 Last Name Acct 1 Amount Check Date Description Kohinoor Bar & Grill 35.85 Kona Ice Twin Cities 101-1600-4130 118.00 8/16/2023 Roundhouse Park playground ribbon cutting 118.00 8/16/2023 Kona Ice Twin Cities 118.00 KUSSKE CONSTRUCTION COMPANY 720-7207-4570 11,125.00 10/20/2023 Dell Rd Storm Sewer Repair KUSSKE CONSTRUCTION COMPANY 101-1550-4300 2,500.00 10/20/2023 Relocate Sediment at Lotus Lake Boat Landing 13,625.00 10/20/2023 KUSSKE CONSTRUCTION COMPANY 13,625.00 Kwik Trip 101-1600-4130 11.77 7/18/2023 Spring Water Ice Nugget Bag 10lb Kwik Trip 700-0000-4170 2.91 7/18/2023 BM Small Engine Fuel Kwik Trip 701-0000-4170 2.92 7/18/2023 BM Small Engine Fuel Kwik Trip 101-1210-4300 780.00 7/18/2023 Car Washes for night cars without access to facility after hours 797.60 7/18/2023 Kwik Trip 101-1800-4130 2.79 8/16/2023 Ice for programs Kwik Trip 101-1600-4130 2.79 8/16/2023 Roundhouse Playground Ribbon Cutting Kwik Trip 101-1613-4130 22.32 8/16/2023 4th of July Ice Kwik Trip 101-1613-4130 5.58 8/16/2023 4th of July Ice Nugget Bag 10lb Kwik Trip 101-1613-4130 33.48 8/16/2023 4th of July Ice 66.96 8/16/2023 Kwik Trip 101-1638-4130 16.74 9/18/2023 Ice Nugget Bag Kwik Trip 101-1638-4130 16.74 9/18/2023 Ice Nugget Bag Kwik Trip 701-0000-4170 20.61 9/18/2023 GF Fuel for Gas Tanks Kwik Trip 700-0000-4170 20.60 9/18/2023 GF Fuel for Gas Tanks 74.69 9/18/2023 Kwik Trip 939.25 AP - Check Detail (10/24/2023)Page 49 of 96 98 Last Name Acct 1 Amount Check Date Description Lakeside Promotions 101-1766-4129 428.41 10/5/2023 Apparel T-Shirts 428.41 10/5/2023 Lakeside Promotions 428.41 Lasercrafting 101-1120-4110 11.50 6/16/2023 Youth Commissioner EDC Nameplate 11.50 6/16/2023 Lasercrafting 11.50 League of Minnesota Cities 101-1120-4370 250.00 7/18/2023 League of MN Cities Clerks Training 250.00 7/18/2023 League of Minnesota Cities 101-1120-4370 55.00 9/18/2023 Minnesota Dinner at ICMA 55.00 9/18/2023 LEAGUE OF MINNESOTA CITIES 101-1420-4370 60.00 10/12/2023 2023 Fall Forum-Jeske and Arsenault 60.00 10/12/2023 LEAGUE OF MINNESOTA CITIES 365.00 LEEANN CHIN 101-1110-4372 249.23 6/16/2023 Dinner for City Council 4/24/23 249.23 6/16/2023 LEEANN CHIN 101-1110-4372 437.34 9/18/2023 07-31-23Special Meeting City Council meal Civic Campus 437.34 9/18/2023 LEEANN CHIN 686.57 Lennar 101-0000-2072 2,500.00 10/5/2023 As-Built Escrow 7300 Rogers Court Lennar 101-0000-2072 2,500.00 10/5/2023 As-Built Escrow 2090 Paisley Path Lennar 101-0000-2072 2,500.00 10/5/2023 As-Built Escrow 2042 Paisley Path AP - Check Detail (10/24/2023)Page 50 of 96 99 Last Name Acct 1 Amount Check Date Description Lennar 101-0000-2072 2,500.00 10/5/2023 As-Built Escrow 2153 Paisley Path Lennar 101-0000-2072 2,500.00 10/5/2023 As-Built Escrow 7322 Paisley Court Lennar 101-0000-2072 2,500.00 10/5/2023 As-Built Escrow 2166 Paisley Path 15,000.00 10/5/2023 Lennar 101-0000-2073 1,500.00 10/20/2023 Erosion Escrow-7077 Pearl Drive 1,500.00 10/20/2023 Lennar 16,500.00 Lettering.com 101-1530-4130 122.95 6/16/2023 Wall lettering for rooms Lettering.com 101-1530-4130 68.11 6/16/2023 Wall lettering for rooms 191.06 6/16/2023 Lettering.com 191.06 Life Support Innovations LLC 101-1220-4142 668.10 10/12/2023 AED Pads 668.10 10/12/2023 Life Support Innovations LLC 668.10 Live By Loews Arlington 101-1311-4381 546.26 6/16/2023 Hotel Room - Live by Loews Dallas - CarteCon Dallas 546.26 6/16/2023 Live By Loews Arlington 546.26 Loch Monster Plumbing, LLC 101-1550-4151 2,973.29 10/5/2023 Removed Failed RPZ Device - 800 West 78th Street Loch Monster Plumbing, LLC 101-1550-4151 1,218.35 10/5/2023 Rebuilt and tested PVB - 412 West 78th Street Loch Monster Plumbing, LLC 101-1550-4151 1,444.15 10/5/2023 Rebuilt PVB - 7610 Laredo Drive Loch Monster Plumbing, LLC 101-1550-4151 4,695.65 10/5/2023 Replaced PVB with RPZ - 600 West 78th Street Loch Monster Plumbing, LLC 101-1550-4151 1,568.35 10/5/2023 Rebuilt and Tested PVB - 903 Lake Drive Loch Monster Plumbing, LLC 101-1550-4151 4,506.30 10/5/2023 Leaking RPZ System - 9290 Kiowa Trail Loch Monster Plumbing, LLC 101-1550-4151 1,418.55 10/5/2023 Rebuilt RPZ in Bldg 201 on North Wall - 201 W 79th Street AP - Check Detail (10/24/2023)Page 51 of 96 100 Last Name Acct 1 Amount Check Date Description 17,824.64 10/5/2023 Loch Monster Plumbing, LLC 101-1550-4300 3,297.90 10/12/2023 Service - 201 West 79th Street 3,297.90 10/12/2023 Loch Monster Plumbing, LLC 21,122.54 LogMeIn Inc 101-1160-4207 1,030.80 8/16/2023 Yearly logmein rescue charge 1,030.80 8/16/2023 LogMeIn Inc 1,030.80 Lube-Tech 101-1370-4120 1,172.88 7/18/2023 CS Rise String Potentiometer 1,172.88 7/18/2023 Lube-Tech 1,172.88 Lunds & Byerly's 101-1560-4112 29.70 6/16/2023 Salad Caprese Pita Sea Salt Ranch Dressing Lime Watermelon R Lunds & Byerly's 101-1560-4112 48.76 6/16/2023 Lunch supplies - Ohman talk -5/15 78.46 6/16/2023 Lunds & Byerly's 101-1120-4300 64.99 8/16/2023 Cake for MYW goodbye party Lunds & Byerly's 101-1560-4112 8.99 8/16/2023 Food Mayors Dinner Lunds & Byerly's 101-1560-4112 30.96 8/16/2023 Food County Fair speaker and lunch 104.94 8/16/2023 Lunds & Byerly's 183.40 Magic Turf, Inc 401-0000-4706 29,977.50 10/12/2023 Lake Susan Park - Reconstruct Baseball Infield Magic Turf, Inc 101-1550-4300 1,700.00 10/12/2023 Lake Susan Baseball Improvements 31,677.50 10/12/2023 AP - Check Detail (10/24/2023)Page 52 of 96 101 Last Name Acct 1 Amount Check Date Description Magic Turf, Inc 31,677.50 Marco Inc 101-1170-4410 757.50 10/12/2023 Monthly fees Marco Inc 720-0000-4410 50.50 10/12/2023 Monthly fees Marco Inc 700-0000-4410 101.00 10/12/2023 Monthly fees Marco Inc 701-0000-4410 101.00 10/12/2023 Monthly fees 1,010.00 10/12/2023 Marco Inc 101-1160-4411 735.00 10/20/2023 Copier Leases 735.00 10/20/2023 Marco Inc 1,745.00 Marcsisak Tom 101-1766-4341 1,995.00 10/5/2023 Umpire 04/27/23 - 09/28/23 1,995.00 10/5/2023 Marcsisak Tom 1,995.00 Marriott 101-1123-4381 370.41 8/16/2023 Lodging EDAM Conference 370.41 8/16/2023 Marriott 370.41 Martin Sophia 101-1539-4343 227.50 10/20/2023 October Art Classes 227.50 10/20/2023 Martin Sophia 227.50 Maus Kerry 101-1539-4343 457.50 10/5/2023 Line Dancing Lessons 457.50 10/5/2023 AP - Check Detail (10/24/2023)Page 53 of 96 102 Last Name Acct 1 Amount Check Date Description Maus Kerry 457.50 Mayta's Cafe Chaska 101-1123-4381 11.68 9/18/2023 Chamber Lunch 11.68 9/18/2023 Mayta's Cafe Chaska 11.68 McGovern Ashley 101-1130-4381 272.42 10/12/2023 Arrowwood Resort/Mileage-GFOA Conference McGovern Ashley 101-1130-4381 154.58 10/12/2023 Arrowwood Resort/Mileage-GFOA Conference 427.00 10/12/2023 McGovern Ashley 427.00 McMaster-Carr 700-7019-4150 56.24 9/18/2023 JC Thick-Wall Dark Gray PVC Pipe Nipple for water Threaded McMaster-Carr 700-7019-4150 96.52 9/18/2023 JC Resistant polypropylene Pipe fitting 152.76 9/18/2023 McMaster-Carr 152.76 Menards 101-1220-4152 122.22 6/16/2023 MG Garden Soil 2 Gallon Watering Can Black Terrace Board Gard Menards 700-7043-4120 6.73 6/16/2023 "MW WWTP Equip 1""x2"" Brass Nipple" Menards 101-1220-4152 87.49 6/16/2023 Red Mulch Garden Soil Bloom Boost 216.44 6/16/2023 Menards 101-1530-4120 115.20 7/18/2023 Fans for meeting rooms 115.20 7/18/2023 Menards 101-1530-4120 -31.37 8/16/2023 Fan return -31.37 8/16/2023 Menards 720-7207-4150 53.68 9/18/2023 JG Motar Mix Menards 101-1550-4150 127.45 9/18/2023 GB Split Rail Fence (Repair) Menards 700-7043-4510 260.94 9/18/2023 MW E-Star Cube Dehum 5K LED 6pk AP - Check Detail (10/24/2023)Page 54 of 96 103 Last Name Acct 1 Amount Check Date Description Menards 700-7043-4120 43.48 9/18/2023 MW Medium Field Box w/Seal Comfort Grp 3pc Masterforce Magneti Menards 700-7019-4120 75.79 9/18/2023 JC Smooth Sur Push Charmin Mega Roll Spray bottle 5 gal menar 561.34 9/18/2023 Menards 861.61 Merlins Ace Hardware 101-1320-4150 69.97 6/16/2023 JG Rakes & Gloves Merlins Ace Hardware 101-1160-4134 7.08 6/16/2023 Phone Adapter Single Line to Duplex Merlins Ace Hardware 700-7043-4120 24.23 6/16/2023 MW WWTP Equip Cloth Plumber Batteries & Fasteners 101.28 6/16/2023 Merlins Ace Hardware 101-1220-4510 22.53 7/18/2023 Light Bulbs Merlins Ace Hardware 701-0000-4150 13.37 7/18/2023 GF Fastners for Lift Station #15 Merlins Ace Hardware 101-1160-4134 13.94 7/18/2023 Phone Line Splitter - Library FAX Merlins Ace Hardware 101-1530-4150 25.48 7/18/2023 Poly acrylic varnish 75.32 7/18/2023 Merlins Ace Hardware 701-0000-4120 15.86 8/16/2023 GF Restock Supplies for Break Van and 303 Merlins Ace Hardware 101-1190-4510 7.51 8/16/2023 Bulb CFL Plgx23 Fasteners 23.37 8/16/2023 Merlins Ace Hardware 101-1638-4130 55.79 9/18/2023 Charcl Briq Matchlt 8lb Merlins Ace Hardware 700-0000-4150 50.33 9/18/2023 GF Replace Nitrile Gloves & Spade Drain Wood Merlins Ace Hardware 101-1190-4510 7.70 9/18/2023 Hook Ceil Znc 2 - 1/2 Merlins Ace Hardware 700-0000-4550 23.99 9/18/2023 GF DB Rope Neon Blu 1/2 X 50 137.81 9/18/2023 MERLINS ACE HARDWARE 101-1220-4290 43.74 10/5/2023 Duct Tape Tape Pkg Cir MERLINS ACE HARDWARE 101-1350-4120 22.98 10/5/2023 LED A19 E26 Dl MERLINS ACE HARDWARE 101-1550-4260 6.59 10/5/2023 Staple 3/8 T-50 1250pk MERLINS ACE HARDWARE 101-1320-4120 58.22 10/5/2023 3"" blk Vinyl Adv MERLINS ACE HARDWARE 101-1320-4150 27.99 10/5/2023 Mask Sanding 20pk 3m MERLINS ACE HARDWARE 101-1550-4151 9.56 10/5/2023 Cap PVC Sch40 MERLINS ACE HARDWARE 101-1310-4140 15.89 10/5/2023 Blk/SVL #2 3"" Blk/slv #9 MERLINS ACE HARDWARE 101-1220-4165 26.98 10/5/2023 Ace Bag 39Gal MERLINS ACE HARDWARE 101-1550-4120 61.94 10/5/2023 Crate 10.5"" HX MERLINS ACE HARDWARE 700-0000-4150 22.98 10/5/2023 Cleaner Brake 19oz AP - Check Detail (10/24/2023)Page 55 of 96 104 Last Name Acct 1 Amount Check Date Description MERLINS ACE HARDWARE 700-7019-4120 32.98 10/5/2023 Paint/Varn Strip Brush Qt MERLINS ACE HARDWARE 701-0000-4150 19.98 10/5/2023 Mark Pnt Pl Flr Pink MERLINS ACE HARDWARE 101-1320-4155 45.99 10/5/2023 2 in 1 file guide MERLINS ACE HARDWARE 101-1320-4240 89.99 10/5/2023 Stihl Pro Mark Helmet System 485.81 10/5/2023 MERLINS ACE HARDWARE 823.59 Metro Garage Door Company 101-1312-4510 1,173.21 10/5/2023 Service - 7901 Park Place 1,173.21 10/5/2023 Metro Garage Door Company 1,173.21 Metronet Holdings, LLC 700-7043-4310 65.65 10/20/2023 Telephone Charges 65.65 10/20/2023 Metronet Holdings, LLC 65.65 Metropolitan Council Enviromental Services 701-0000-4509 20,000.00 6/16/2023 MCES-WW Services Jun 2023 20,000.00 6/16/2023 Metropolitan Council Enviromental Services 701-0000-4509 20,000.00 7/18/2023 MCES-WW Services Jul 2023 20,000.00 7/18/2023 Metropolitan Council Enviromental Services 701-0000-4509 20,000.00 9/18/2023 MCES-WW Services Sep 2023 20,000.00 9/18/2023 Metropolitan Council Enviromental Services 60,000.00 Metropolitan Council, Env Svcs 701-0000-2023 17,395.00 10/20/2023 September SAC Metropolitan Council, Env Svcs 101-1250-3816 -173.95 10/20/2023 September SAC AP - Check Detail (10/24/2023)Page 56 of 96 105 Last Name Acct 1 Amount Check Date Description 17,221.05 10/20/2023 Metropolitan Council, Env Svcs 17,221.05 METZGER WHITNEY HELENE 700-0000-2020 0.56 10/5/2023 Refund Check 095885-000, 8723 NORTH BAY DRIVE METZGER WHITNEY HELENE 701-0000-2020 7.05 10/5/2023 Refund Check 095885-000, 8723 NORTH BAY DRIVE METZGER WHITNEY HELENE 720-0000-2020 2.45 10/5/2023 Refund Check 095885-000, 8723 NORTH BAY DRIVE METZGER WHITNEY HELENE 700-0000-2020 5.51 10/5/2023 Refund Check 095885-000, 8723 NORTH BAY DRIVE 15.57 10/5/2023 METZGER WHITNEY HELENE 15.57 Midwest Electric Generator 101-1250-3305 64.00 10/5/2023 Permit cancelled - 4090 Pipewood Ln 64.00 10/5/2023 Midwest Electric Generator 64.00 MINNESOTA DEPARTMENT OF COMMERCE 701-0000-2020 154.38 10/19/2023 Unclaimed Property MINNESOTA DEPARTMENT OF COMMERCE 700-0000-2020 136.08 10/19/2023 Unclaimed Property MINNESOTA DEPARTMENT OF COMMERCE 101-1534-3754 20.00 10/19/2023 Unclaimed Property MINNESOTA DEPARTMENT OF COMMERCE 720-0000-2020 64.41 10/19/2023 Unclaimed Property MINNESOTA DEPARTMENT OF COMMERCE 101-1560-3637 33.00 10/19/2023 Unclaimed Property 407.87 10/19/2023 MINNESOTA DEPARTMENT OF COMMERCE 407.87 Minnesota Roadways Co 101-1320-4157 306.16 10/20/2023 Slow Set Asphalt Emulsion 306.16 10/20/2023 Minnesota Roadways Co 306.16 Minnesota Rural Water Association 700-0000-4370 150.00 7/18/2023 JJ Jerry Johnson MRWA Training Minnesota Rural Water Association 700-0000-4370 150.00 7/18/2023 JJ Matt Dodge MRWA Training AP - Check Detail (10/24/2023)Page 57 of 96 106 Last Name Acct 1 Amount Check Date Description Minnesota Rural Water Association 700-0000-4370 150.00 7/18/2023 JJ Brett McLellan MRWA Training Minnesota Rural Water Association 700-0000-4370 150.00 7/18/2023 JJ Brett Martinson MRWA Training Minnesota Rural Water Association 700-0000-4370 150.00 7/18/2023 JJ Bill Kistner MRWA Training Minnesota Rural Water Association 700-0000-4370 150.00 7/18/2023 JJ Greg Fasching MRWA Training 900.00 7/18/2023 Minnesota Rural Water Association 700-0000-4370 75.00 8/16/2023 MW MN Rural Water Training Minnesota Rural Water Association 701-0000-4370 75.00 8/16/2023 MW MN Rural Water Training 150.00 8/16/2023 Minnesota Rural Water Association 700-0000-4370 -25.00 9/18/2023 JG Membership Credit for MRWA Expo Minnesota Rural Water Association 700-0000-4370 150.00 9/18/2023 BM Minnesota Rural Water Association Training Minnesota Rural Water Association 700-0000-4370 150.00 9/18/2023 JJ Water Training Minnesota Rural Water Association 700-0000-4370 175.00 9/18/2023 JG MRWA Expo 450.00 9/18/2023 Minnesota Rural Water Association 1,500.00 Minnesota Safety Council 101-1560-4343 345.00 10/20/2023 DDC 4hr class 9.28.2023 Minnesota Safety Council 101-1560-4343 46.00 10/20/2023 DDC 8hr Class Sept 27-28 391.00 10/20/2023 Minnesota Safety Council 391.00 Minnesota Trophies & Gifts 101-1613-4129 150.20 8/16/2023 4th of July trophies and medallion 150.20 8/16/2023 Minnesota Trophies & Gifts 101-1220-4290 235.70 9/18/2023 Plaque for FF of the Year 235.70 9/18/2023 Minnesota Trophies & Gifts 385.90 MINNESOTA WISCONSIN PLAYGROUND 401-0000-4706 1,923.34 10/20/2023 Consultant - South Lotus Lake Park AP - Check Detail (10/24/2023)Page 58 of 96 107 Last Name Acct 1 Amount Check Date Description 1,923.34 10/20/2023 MINNESOTA WISCONSIN PLAYGROUND 1,923.34 Minuteman Press 101-1120-4110 87.00 10/5/2023 Business Cards Rachel A Rachel J Jamie M 87.00 10/5/2023 Minuteman Press 87.00 MN American Water Works Association 700-0000-4370 330.00 8/16/2023 JC Water Conf Registration MN American Water Works Association 701-0000-4370 330.00 8/16/2023 JC Water Conference Registration 660.00 8/16/2023 MN American Water Works Association 700-0000-4370 330.00 9/18/2023 GF AWWA Conference MN American Water Works Association 700-0000-4370 330.00 9/18/2023 BK AWWA Conference 660.00 9/18/2023 MN American Water Works Association 1,320.00 MN Association of Government Communicators 101-1125-4360 240.00 6/16/2023 Annual MAGC Membership 240.00 6/16/2023 MN Association of Government Communicators 101-1125-4360 120.00 7/18/2023 MAGC Northern Lights Awards 120.00 7/18/2023 MN Association of Government Communicators 360.00 MN Association of Plumbing & Mechanical Officials 101-1250-4370 55.00 7/18/2023 CEs - Vickerman 55.00 7/18/2023 AP - Check Detail (10/24/2023)Page 59 of 96 108 Last Name Acct 1 Amount Check Date Description MN Association of Plumbing & Mechanical Officials 55.00 MN Dept of Agriculture 101-1540-4130 78.73 7/18/2023 Agriculture online licensing System 78.73 7/18/2023 MN Dept of Agriculture 78.73 MN Dept of Labor and Industry 101-1250-4370 45.00 9/18/2023 CE s - Ding 45.00 9/18/2023 MN DEPT OF LABOR AND INDUSTRY 101-0000-2022 6,730.53 10/20/2023 September Surcharge MN DEPT OF LABOR AND INDUSTRY 700-7043-4120 10.00 10/20/2023 West Water Treatment Plant - Boiler MN DEPT OF LABOR AND INDUSTRY 101-1250-3818 -134.61 10/20/2023 September Surcharge 6,605.92 10/20/2023 MN DEPT OF LABOR AND INDUSTRY 6,650.92 MN DEPT OF TRANSPORTATION 101-1350-4566 699.21 10/12/2023 Traffic Signal Maint. @ MN 5 & Minnewashta Pkwy 699.21 10/12/2023 MN DEPT OF TRANSPORTATION 699.21 MN Government Center 101-1123-4381 27.00 7/18/2023 EDAM DEI Meeting 27.00 7/18/2023 MN Government Center 27.00 MN Government Finance Officers Association 101-1130-4370 8.00 9/18/2023 MNGFOA Meeting - Shakopee 8.00 9/18/2023 AP - Check Detail (10/24/2023)Page 60 of 96 109 Last Name Acct 1 Amount Check Date Description MN Government Finance Officers Association 8.00 MN NCPERS LIFE INSURANCE 101-0000-2037 128.00 10/5/2023 PR Batch 00406.10.2023 NCPERS-Life Insurance 128.00 10/5/2023 MN NCPERS LIFE INSURANCE 128.00 MN Recreation and Park Association 101-1530-4300 125.00 7/18/2023 Posting for Rec Sports Coordinator 125.00 7/18/2023 MN Recreation and Park Association 125.00 MN VALLEY ELECTRIC COOP 101-1350-4320 86.35 10/5/2023 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 128.01 10/5/2023 Electric Charges 214.36 10/5/2023 MN VALLEY ELECTRIC COOP 101-1350-4320 45.07 10/12/2023 Electric Charges MN VALLEY ELECTRIC COOP 101-1600-4320 48.43 10/12/2023 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 5,507.98 10/12/2023 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 209.43 10/12/2023 Electric Charges MN VALLEY ELECTRIC COOP 700-0000-4320 154.50 10/12/2023 Electric Charges MN VALLEY ELECTRIC COOP 701-0000-4320 437.83 10/12/2023 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 98.35 10/12/2023 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 39.57 10/12/2023 Electric Charges 6,541.16 10/12/2023 MN VALLEY ELECTRIC COOP 6,755.52 Monoprice.com 101-1170-4121 214.74 6/16/2023 Mary B office remodel Stand up desk 214.74 6/16/2023 Monoprice.com 214.74 AP - Check Detail (10/24/2023)Page 61 of 96 110 Last Name Acct 1 Amount Check Date Description Morlock Bob 101-0000-2074 1,000.00 10/20/2023 Lot 3 Minnewashta Park -Finance Receipt #57292 1,000.00 10/20/2023 Morlock Bob 1,000.00 MSP Airport Parking 101-1311-4381 92.00 6/16/2023 MSP Parking while at CarteCon - 05/02 to 05/05 92.00 6/16/2023 MSP Airport Parking 92.00 Municipal Clerk and Finance Officers 101-1120-4360 50.00 7/18/2023 MCFOA Membership - Jennifer Potter Municipal Clerk and Finance Officers 101-1120-4360 50.00 7/18/2023 MCFOA Annual Dues - Kim Meuwissen 100.00 7/18/2023 Municipal Clerk and Finance Officers 100.00 NAPA AUTO & TRUCK PARTS 101-1320-4120 32.17 10/17/2023 Air Filter NAPA AUTO & TRUCK PARTS 101-1320-4120 191.57 10/17/2023 Fluid Filter Oil Filter NAPA AUTO & TRUCK PARTS 101-1550-4120 16.52 10/17/2023 Fluid Filter NAPA AUTO & TRUCK PARTS 101-1320-4120 -32.17 10/17/2023 Air Filter Return 208.09 10/17/2023 NAPA AUTO & TRUCK PARTS 208.09 Na's Thai Cafe 101-1120-4372 87.66 9/18/2023 Lunch for new hire 87.66 9/18/2023 Na's Thai Cafe 87.66 National Recreation and Park Association 101-1520-4370 905.00 7/18/2023 NRPA National Conference Registration 905.00 7/18/2023 AP - Check Detail (10/24/2023)Page 62 of 96 111 Last Name Acct 1 Amount Check Date Description National Recreation and Park Association 905.00 Nokomis Energy, LLC 701-0000-4320 85.85 10/20/2023 Electric Charges Nokomis Energy, LLC 101-1312-4320 686.78 10/20/2023 Electric Charges Nokomis Energy, LLC 700-7043-4320 2,419.68 10/20/2023 Electric Charges Nokomis Energy, LLC 700-0000-4320 85.85 10/20/2023 Electric Charges 3,278.16 10/20/2023 Nokomis Energy, LLC 3,278.16 Noodles & Company 101-1120-4381 22.54 6/16/2023 Dinner for MMCI on 5/8/23 22.54 6/16/2023 Noodles & Company 22.54 North American Safety, Inc.101-1320-4240 45.70 10/5/2023 V-Gard Cap Style Hard Hat North American Safety, Inc.101-1320-4240 148.00 10/5/2023 Black Bottom Hooded Sweatshirt - Safety Green North American Safety, Inc.101-1320-4240 213.73 10/5/2023 Standard Class 2 Mesh Zipper Safety Vest 407.43 10/5/2023 North American Safety, Inc. 407.43 NORTH COOP 101-1420-4381 104.00 8/16/2023 Team Lunch 104.00 8/16/2023 NORTH COOP 104.00 Northern Tool+Equipment 101-1550-4120 370.86 7/18/2023 GB Pikstik Pro Backpack Sprayer Hi Vis Gloves Duralink Bypass Northern Tool+Equipment 101-1370-4120 64.47 7/18/2023 GB Crushed Glass Blast 435.33 7/18/2023 Northern Tool+Equipment 101-1550-4120 120.81 8/16/2023 GB Ratchet Straps (Replace) and Work Gloves (Restock) AP - Check Detail (10/24/2023)Page 63 of 96 112 Last Name Acct 1 Amount Check Date Description 120.81 8/16/2023 Northern Tool+Equipment 700-0000-4140 37.62 9/18/2023 GF Flexible Mag Pick up Modified sine inver Northern Tool+Equipment 701-0000-4140 37.63 9/18/2023 GF Flexible Mag Pick up Modified sine inver 75.25 9/18/2023 Northern Tool+Equipment 631.39 NORTHLAND RECREATION LLC 101-1550-4120 2,750.00 10/5/2023 Engineered Wood Fiber Safety Surfacing NORTHLAND RECREATION LLC 401-0000-4706 2,750.00 10/5/2023 Engineered Wood Fiber Safety Surfacing 5,500.00 10/5/2023 NORTHLAND RECREATION LLC 5,500.00 NORTHWEST ASPHALT INC 700-6051-4751 86,712.36 10/20/2023 2023 Pavement Rehab 23-01 NORTHWEST ASPHALT INC 601-6051-4751 885,578.28 10/20/2023 2023 Pavement Rehab 23-01 NORTHWEST ASPHALT INC 720-6051-4751 82,313.75 10/20/2023 2023 Pavement Rehab 23-01 NORTHWEST ASPHALT INC 701-6051-4751 57,158.08 10/20/2023 2023 Pavement Rehab 23-01 1,111,762.47 10/20/2023 NORTHWEST ASPHALT INC 1,111,762.47 Nuss Truck & Equipment 101-1320-4140 203.12 10/5/2023 V-Ribbed Belt Nuss Truck & Equipment 101-1550-4140 297.45 10/5/2023 Belt Tensioner 500.57 10/5/2023 Nuss Truck & Equipment 500.57 Occupational Safety and Health Adminstration 700-0000-4370 53.95 7/18/2023 MW OSHA Training Occupational Safety and Health Adminstration 701-0000-4370 39.00 7/18/2023 BM Training Hazwoper Refresher Occupational Safety and Health Adminstration 700-0000-4370 39.00 7/18/2023 JC Training 131.95 7/18/2023 AP - Check Detail (10/24/2023)Page 64 of 96 113 Last Name Acct 1 Amount Check Date Description Occupational Safety and Health Adminstration 701-0000-4370 19.50 8/16/2023 JJ OSHA Hazwoper Refresher Training Occupational Safety and Health Adminstration 700-0000-4370 19.50 8/16/2023 GF Hazwoper Refresher Training Occupational Safety and Health Adminstration 700-0000-4370 19.50 8/16/2023 JJ OSHA Hazwoper Refresher Training Occupational Safety and Health Adminstration 700-0000-4370 19.50 8/16/2023 JG OSHA Hazwoper Refresher Training Occupational Safety and Health Adminstration 701-0000-4370 19.50 8/16/2023 JG OSHA Hazwoper Refresher Training Occupational Safety and Health Adminstration 701-0000-4370 19.50 8/16/2023 GF Hazwoper Refresher Training Occupational Safety and Health Adminstration 700-0000-4370 19.50 8/16/2023 BK OSHA Hazwoper Training Occupational Safety and Health Adminstration 701-0000-4370 19.50 8/16/2023 BK OSHA Hazwoper Training 156.00 8/16/2023 Occupational Safety and Health Adminstration 287.95 Office Max/Office Depot 701-0000-4310 33.15 6/16/2023 Sewer & Water Powercords for iPads Office Max/Office Depot 700-0000-4310 33.14 6/16/2023 Sewer & Water Powercords for iPads Office Max/Office Depot 101-1220-4290 12.34 6/16/2023 Charging Cord for new iPad to fit command vehicle 78.63 6/16/2023 Office Max/Office Depot 701-0000-4510 8.66 7/18/2023 AA Award Plates Office Max/Office Depot 700-0000-4510 8.66 7/18/2023 AA Award Plates Office Max/Office Depot 101-1160-4132 35.73 7/18/2023 USB Ext Cable & Screen Cleaner Office Max/Office Depot 101-1320-4150 8.66 7/18/2023 AA Award Plates Office Max/Office Depot 101-1320-4120 6.43 7/18/2023 JG USB 68.14 7/18/2023 Office Max/Office Depot 101-1160-4134 203.99 8/16/2023 Replacement drive plus spare for DROBO Office Max/Office Depot 101-1120-4110 53.35 8/16/2023 Ink Jet Cartridge HP 8710 257.34 8/16/2023 Office Max/Office Depot 700-0000-4550 150.30 9/18/2023 JJ UPS Tower 1 150.30 9/18/2023 Office Max/Office Depot 554.41 Olsen Chain and Cable 700-7043-4150 114.71 9/18/2023 MW Poly Sling Anchor Screw Pin Hook Eye Cradle Style J-Hook AP - Check Detail (10/24/2023)Page 65 of 96 114 Last Name Acct 1 Amount Check Date Description 114.71 9/18/2023 Olsen Chain and Cable 114.71 Ordway Center 101-1560-4342 351.30 6/16/2023 Ordway Ticket Sales $351 Deposit Recpt ComeFromAway 351.30 6/16/2023 Ordway Center 351.30 O'Reilly Auto Parts 700-0000-4550 13.95 6/16/2023 JJ Oiler 13.95 6/16/2023 O'Reilly Auto Parts 101-1220-4520 49.37 8/16/2023 Vehicle Maintenance Supplies O'Reilly Auto Parts 101-1220-4530 33.79 8/16/2023 Apparatus Maintenance Supplies 83.16 8/16/2023 O'Reilly Auto Parts 97.11 O'Reilly Automotive Inc 101-1420-4140 19.40 10/5/2023 Leak det PMP O'Reilly Automotive Inc 101-1550-4140 25.23 10/5/2023 Axel Seal 44.63 10/5/2023 O'Reilly Automotive Inc 44.63 Ott Travis 101-1539-4343 384.48 10/5/2023 Tae Kwon Do Instruction Ott Travis 101-1537-4343 141.60 10/5/2023 Tae Kwon Do Instruction Ott Travis 101-1538-4343 52.44 10/5/2023 Tae Kwon Do Instruction 578.52 10/5/2023 Ott Travis 578.52 Padelford Packet Boat Company 101-1560-4342 245.00 6/16/2023 Sept 2023 boat trip - Paddleford Lock & Dam deposit AP - Check Detail (10/24/2023)Page 66 of 96 115 Last Name Acct 1 Amount Check Date Description 245.00 6/16/2023 Padelford Packet Boat Company 245.00 PALMER PAUL 101-1767-4341 57.00 10/5/2023 09/21/23 - Softball Umpire 57.00 10/5/2023 PALMER PAUL 57.00 Panera Bread 101-1110-4372 210.44 6/16/2023 05-01-23 Panera Special Council Meeting Meal Panera Bread 101-1110-4372 100.11 6/16/2023 Breakfast Meeting 5-12-23 LH 310.55 6/16/2023 Panera Bread 101-1120-4381 5.36 8/16/2023 reimbursed charged wrong card in app Panera Bread 101-1120-4381 5.36 8/16/2023 reimbursed charged wrong card in app Panera Bread 101-1120-4372 109.51 8/16/2023 Civic Campus Kickoff meeting with consultants 120.23 8/16/2023 Panera Bread 101-1110-4372 246.49 9/18/2023 07-17-23 Council Meeting Dinner Sandwiches and Salads 246.49 9/18/2023 Panera Bread 677.27 Pantone 101-1125-4229 89.99 8/16/2023 Pantone subscription for Creative Suite 89.99 8/16/2023 Pantone 89.99 Partstree.com 101-1320-4120 21.38 9/18/2023 CS Screw Spacer Lock Nut 21.38 9/18/2023 AP - Check Detail (10/24/2023)Page 67 of 96 116 Last Name Acct 1 Amount Check Date Description Partstree.com 21.38 Party City 101-1220-4290 25.77 6/16/2023 Deco Kit Fiesta Cup Mini 55Ct Choco Sugar mix Reimbursable by Party City 101-1220-4290 198.11 6/16/2023 Sombrebero Hat Taco Pinata Tiara Fiesta Party Plastic Reimb 223.88 6/16/2023 Party City 101-1616-4130 7.95 8/16/2023 Apple Red value Rbbn Wht strmr Party City 101-1613-4130 6.45 8/16/2023 Red Streamer White Streamer Party City 101-1220-4290 48.32 8/16/2023 Plastic Bunting Plastic Patriotic Celebration 62.72 8/16/2023 Party City 101-1638-4130 16.11 9/18/2023 Blln Sprk Solid Bulk 16.11 9/18/2023 Party City 302.71 PATCHIN MESSNER 601-6048-4303 10,420.00 10/20/2023 Special Benefit Consultations PATCHIN MESSNER 101-1310-4303 10,420.00 10/20/2023 Special Benefit Consultations 20,840.00 10/20/2023 PATCHIN MESSNER 20,840.00 Patrick McGovern's 700-0000-4381 21.94 7/18/2023 BK Training Lunch Patrick McGovern's 700-0000-4381 22.34 7/18/2023 JC Training Meals Patrick McGovern's 700-0000-4381 40.34 7/18/2023 JG Training Lunch 84.62 7/18/2023 Patrick McGovern's 84.62 Patron Mexican Resturant 101-1120-4381 12.67 7/18/2023 Carver County Admins Monthly Lunch meeting 12.67 7/18/2023 AP - Check Detail (10/24/2023)Page 68 of 96 117 Last Name Acct 1 Amount Check Date Description Patron Mexican Resturant 12.67 PAVELKO ALICIA 701-0000-2020 12.01 10/5/2023 Refund Check 097533-000, 6306 SUMMIT CIRCLE PAVELKO ALICIA 720-0000-2020 13.90 10/5/2023 Refund Check 097533-000, 6306 SUMMIT CIRCLE PAVELKO ALICIA 700-0000-2020 1.70 10/5/2023 Refund Check 097533-000, 6306 SUMMIT CIRCLE PAVELKO ALICIA 700-0000-2020 65.16 10/5/2023 Refund Check 097533-000, 6306 SUMMIT CIRCLE 92.77 10/5/2023 PAVELKO ALICIA 92.77 Pederson Taylor 101-1538-4343 1,735.56 10/5/2023 Tae Kwon Do Instruction 1,735.56 10/5/2023 Pederson Taylor 1,735.56 Pickleball Central 101-1550-4120 1,055.58 8/16/2023 AB Acrylic Crack Filler Pourable Crack Filler Ready to use pa 1,055.58 8/16/2023 Pickleball Central 1,055.58 PILGRIM DRY CLEANERS 101-1220-4300 549.94 10/12/2023 Laundry Service 549.94 10/12/2023 PILGRIM DRY CLEANERS 549.94 Pitney Bowes Inc.101-1120-4410 105.00 10/5/2023 Meter rental July-September Pitney Bowes Inc.101-1120-4410 440.04 10/5/2023 Equipment Service with Trng 545.04 10/5/2023 Pitney Bowes Inc. 545.04 Pizzaioli 101-1220-4290 50.12 6/16/2023 Hose testing lunch AP - Check Detail (10/24/2023)Page 69 of 96 118 Last Name Acct 1 Amount Check Date Description 50.12 6/16/2023 Pizzaioli 101-1613-4130 214.18 8/16/2023 4th of July Maintenance Staff Pizza 214.18 8/16/2023 Pizzaioli 264.30 Plaisted Companies Inc 101-1550-4150 1,430.17 10/20/2023 80/20 Topdressing 1,430.17 10/20/2023 Plaisted Companies Inc 1,430.17 PLAYPOWER LT FARMINGTON 401-0000-4706 78,000.00 10/20/2023 Sugarbush Park Equipment 78,000.00 10/20/2023 PLAYPOWER LT FARMINGTON 78,000.00 POMP'S TIRE SERVICE INC 700-0000-4140 1,390.00 10/5/2023 Transforce At2 1,390.00 10/5/2023 POMP'S TIRE SERVICE INC 1,390.00 Pop Up Party Rental 101-1120-4371 278.09 9/18/2023 Summer picnic team building event 50% payment 278.09 9/18/2023 Pop Up Party Rental 278.09 Postmaster 700-0000-4330 15.00 6/16/2023 AA Mail Water Sample Postmaster 700-7043-4120 5.98 6/16/2023 MW Mailer & Tape 20.98 6/16/2023 AP - Check Detail (10/24/2023)Page 70 of 96 119 Last Name Acct 1 Amount Check Date Description Postmaster 101-1120-4330 12.60 7/18/2023 Stamps for Small envelopes 12.60 7/18/2023 Postmaster 700-0000-4330 16.26 8/16/2023 JC EPA MDH Generator Compliance Reports 16.26 8/16/2023 Postmaster 700-0000-4330 5.40 9/18/2023 AA Shipping for Water Sample 5.40 9/18/2023 Postmaster 55.24 Potentia MN Solar 101-1190-4320 4,626.89 10/20/2023 Electric Charges Potentia MN Solar 700-0000-4320 2,462.22 10/20/2023 Electric Charges Potentia MN Solar 101-1170-4320 3,447.25 10/20/2023 Electric Charges 10,536.36 10/20/2023 Potentia MN Solar 10,536.36 Prairie Landscaping 101-0000-2073 500.00 10/20/2023 Erosion Escrow-1902 Visionary Court 500.00 10/20/2023 Prairie Landscaping 500.00 PRAIRIE RESTORATIONS INC 720-7202-4130 265.00 10/5/2023 Service Integrated Plant Management 265.00 10/5/2023 PRAIRIE RESTORATIONS INC 720-7202-4130 460.00 10/20/2023 Service Integrated Plant Management 460.00 10/20/2023 PRAIRIE RESTORATIONS INC 725.00 PRECISE MRM LLC 101-1320-4300 273.00 10/20/2023 10mb Flat Data Plan AP - Check Detail (10/24/2023)Page 71 of 96 120 Last Name Acct 1 Amount Check Date Description 273.00 10/20/2023 PRECISE MRM LLC 273.00 Precision Decks LLC 101-0000-2073 500.00 10/20/2023 Erosion Escrow-7281 Pearl Drive 500.00 10/20/2023 Precision Decks LLC 500.00 Premium Parking 101-1123-4381 10.85 9/18/2023 Parking - SW Chamber Event 10.85 9/18/2023 Premium Parking 10.85 Premium Waters, Inc 101-1550-4120 4.32 10/20/2023 Monthly - October 2023 4.32 10/20/2023 Premium Waters, Inc 4.32 Proclip USA 101-1310-4140 58.75 8/16/2023 Standard Custom Holder Proclip Center Mount 58.75 8/16/2023 Proclip USA 58.75 PumpAlarm.com 700-7043-4150 49.99 7/18/2023 JC Water Communications - 4G LTE Alarm Device 49.99 7/18/2023 PumpAlarm.com 49.99 Qdoba 101-1220-4372 640.24 9/18/2023 Meal for All Department Training AP - Check Detail (10/24/2023)Page 72 of 96 121 Last Name Acct 1 Amount Check Date Description 640.24 9/18/2023 Qdoba 640.24 Quest Components 101-1550-4120 39.50 6/16/2023 CS Connector Electronic Component 39.50 6/16/2023 Quest Components 39.50 Rain for Rent 701-0000-4405 2,659.35 10/20/2023 Spillguard Adapter Hose Valve 2,659.35 10/20/2023 Rain for Rent 2,659.35 Red Bench Bakery 101-1120-4372 39.82 9/18/2023 Lunch for LH and MU for Carver Co City/County Manager monthly m 39.82 9/18/2023 Red Bench Bakery 39.82 Reds Savoy Pizza 101-1110-4372 253.95 7/18/2023 5-22-2023 Council Meal Red's Savoy 253.95 7/18/2023 Reds Savoy Pizza 101-1110-4372 244.41 9/18/2023 07-24-23 Joint Work Session Pizza dinner Council PC EDC 244.41 9/18/2023 Reds Savoy Pizza 498.36 Rent N Save Portable Services 101-1550-4400 5,184.80 10/12/2023 Portable Restrooms 5,184.80 10/12/2023 Rent N Save Portable Services 101-1550-4400 5,300.80 10/20/2023 Portable Restrooms AP - Check Detail (10/24/2023)Page 73 of 96 122 Last Name Acct 1 Amount Check Date Description 5,300.80 10/20/2023 Rent N Save Portable Services 10,485.60 RESULTS TITLE 720-0000-2020 12.08 10/5/2023 Refund Check 008899-000, 7192 FAWN HILL ROAD RESULTS TITLE 701-0000-2020 23.26 10/5/2023 Refund Check 008899-000, 7192 FAWN HILL ROAD RESULTS TITLE 700-0000-2020 84.88 10/5/2023 Refund Check 008899-000, 7192 FAWN HILL ROAD RESULTS TITLE 700-0000-2020 1.48 10/5/2023 Refund Check 008899-000, 7192 FAWN HILL ROAD 121.70 10/5/2023 RESULTS TITLE 121.70 Retka Thomas 101-1560-4345 450.00 10/19/2023 Polka Band for 55+ Octoberfest Party 450.00 10/19/2023 Retka Thomas 450.00 Rey Azteca 101-1120-4372 74.80 8/16/2023 Lunch with Civic Campus Project team 74.80 8/16/2023 Rey Azteca 74.80 Richfield Blacktop & Concrete 420-1310-4545 900.00 10/20/2023 Concrete Sidewalk Installation 900.00 10/20/2023 Richfield Blacktop & Concrete 900.00 ROADKILL ANIMAL CONTROL 101-1320-4300 232.00 10/20/2023 Animal Removal 232.00 10/20/2023 AP - Check Detail (10/24/2023)Page 74 of 96 123 Last Name Acct 1 Amount Check Date Description ROADKILL ANIMAL CONTROL 232.00 Rochon Corporation 402-4003-4751 1,552.74 10/5/2023 Fire Station 1 1,552.74 10/5/2023 Rochon Corporation 1,552.74 Sam's Club 101-1560-4112 154.74 6/16/2023 Napkin MM Plate MM 9oz Cup Popcorn Sam's Club 101-1560-4112 138.75 6/16/2023 Watermelon Velveeta Salad MM Wipes Org Spinach Cookie Tray 293.49 6/16/2023 Sam's Club 101-1560-4112 116.85 7/18/2023 Chicken Alfredo Salad pecan halves - Chanolaires Year End lunc Sam's Club 101-1560-4112 164.30 7/18/2023 Ritz Crks Toasted Crk Baby swiss mild Cheddar Colby jack Bl 281.15 7/18/2023 Sam's Club 101-1540-4130 18.38 8/16/2023 Takis Fuego Sam's Club 101-1560-4112 65.01 8/16/2023 Lunch supplies County fairs Ohman talk 7 13 83.39 8/16/2023 Sam's Club 658.03 Sav-A-Jake Internation 101-1220-4142 496.59 9/18/2023 Fire Hose Straps and Hydrant Tool Bags 496.59 9/18/2023 Sav-A-Jake Internation 496.59 SCHAFER DIANNE SUE 700-0000-2020 3.30 10/5/2023 Refund Check 012951-000, 6220 ELM TREE AVENUE SCHAFER DIANNE SUE 700-0000-2020 0.83 10/5/2023 Refund Check 012951-000, 6220 ELM TREE AVENUE SCHAFER DIANNE SUE 720-0000-2020 6.75 10/5/2023 Refund Check 012951-000, 6220 ELM TREE AVENUE SCHAFER DIANNE SUE 701-0000-2020 4.63 10/5/2023 Refund Check 012951-000, 6220 ELM TREE AVENUE 15.51 10/5/2023 AP - Check Detail (10/24/2023)Page 75 of 96 124 Last Name Acct 1 Amount Check Date Description SCHAFER DIANNE SUE 15.51 Scherer Bros Lumber Co 101-0000-2022 63.27 10/12/2023 Overpayment Permit # 2023-02524 2080 Pinehurst Drive 63.27 10/12/2023 Scherer Bros Lumber Co 63.27 SCHERMANN AMANDA 720-0000-2020 26.45 10/5/2023 Refund Check 098506-000, 1042 PONTIAC LANE SCHERMANN AMANDA 700-0000-2020 33.25 10/5/2023 Refund Check 098506-000, 1042 PONTIAC LANE SCHERMANN AMANDA 700-0000-2020 6.82 10/5/2023 Refund Check 098506-000, 1042 PONTIAC LANE SCHERMANN AMANDA 701-0000-2020 79.77 10/5/2023 Refund Check 098506-000, 1042 PONTIAC LANE 146.29 10/5/2023 SCHERMANN AMANDA 146.29 Schwickert Company 101-1170-4530 460.00 10/12/2023 City Hall Adm-traced ductwork & wiring Schwickert Company 101-1170-4530 495.00 10/12/2023 City Hall-checked IT room Liebert for dehumidification issue Schwickert Company 101-1190-4530 1,850.00 10/12/2023 Library-replaced blower motor Schwickert Company 101-1190-4510 3,480.00 10/12/2023 Weekly Boiler Inspection - Chan Library Schwickert Company 101-1190-4510 995.00 10/12/2023 Repair/Replace - Humidity Sensor - Chanhassen Library Schwickert Company 101-1312-4510 680.00 10/12/2023 Public Works-found thermostat with no voltage Schwickert Company 101-1190-4510 3,480.00 10/12/2023 Weekly Boiler Inspection Schwickert Company 101-1312-4510 707.00 10/12/2023 Public Works-replaced contactor & UX Schwickert Company 101-1170-4530 150.00 10/12/2023 City Hall-Replaced dual run capacitor 12,297.00 10/12/2023 Schwickert Company 12,297.00 SEH 700-0000-4300 5,601.16 10/5/2023 Water Model Update 5,601.16 10/5/2023 SEH 701-0000-4303 2,000.00 10/20/2023 Smoke Test -Lake Harrison Cir 2,000.00 10/20/2023 AP - Check Detail (10/24/2023)Page 76 of 96 125 Last Name Acct 1 Amount Check Date Description SEH 7,601.16 Senja Inc 101-1539-4343 128.00 10/5/2023 Tai Chi Instruction 128.00 10/5/2023 Senja Inc 128.00 Seton Indentification Products 101-1320-4156 8.93 6/16/2023 AA Labels for Brine House Seton Indentification Products 101-1320-4156 49.42 6/16/2023 AA Labels for Brine House 58.35 6/16/2023 Seton Indentification Products 58.35 Shadywood Tree Experts and Landscaping 101-1550-4574 1,165.00 10/5/2023 Green Ash - Removal - 4111 Paddock Ln Shadywood Tree Experts and Landscaping 101-1550-4572 450.00 10/5/2023 Tree Removal - 2030 Melody Hill Rd Shadywood Tree Experts and Landscaping 101-1550-4574 1,470.00 10/5/2023 Green Ash- Removal - 6890 Lotus Trl Shadywood Tree Experts and Landscaping 101-1550-4572 5,035.00 10/5/2023 Tree - Removal - 2030 Melody Hill Rd Shadywood Tree Experts and Landscaping 101-1550-4572 5,198.00 10/5/2023 Silver Maple Removal - 3765 Landings Dr 13,318.00 10/5/2023 Shadywood Tree Experts and Landscaping 13,318.00 SiteOne Landscape Supply 101-1550-4151 994.73 10/5/2023 Rainbird Heads SiteOne Landscape Supply 101-1550-4151 31.46 10/5/2023 SCH 40 PVC Cap 1in SiteOne Landscape Supply 101-1550-4151 409.83 10/5/2023 Hunter Swing Join Rain Bird Quick Coupling Valve SiteOne Landscape Supply 101-1550-4151 4.29 10/5/2023 90 Degree Combination Elbow PVC nipple SiteOne Landscape Supply 101-1550-4151 80.00 10/5/2023 Spears PVC Expansion Repair Coupling 1,520.31 10/5/2023 SiteOne Landscape Supply 101-1550-4151 480.88 10/20/2023 1 in 3/4 Swivel Ellis Hose Swivel Ell 480.88 10/20/2023 AP - Check Detail (10/24/2023)Page 77 of 96 126 Last Name Acct 1 Amount Check Date Description SiteOne Landscape Supply 2,001.19 SM HENTGES & SONS 101-0000-2076 3,500.00 10/20/2023 Water Meter Return 3,500.00 10/20/2023 SM HENTGES & SONS 3,500.00 Smallrig Technology 101-1125-4260 330.12 8/16/2023 Video equipment 330.12 8/16/2023 Smallrig Technology 101-1125-4260 26.82 9/18/2023 Video equipment 26.82 9/18/2023 Smallrig Technology 356.94 Smartpress.com 101-1620-4130 191.15 7/18/2023 Concert Series promo magnets 191.15 7/18/2023 Smartpress.com 700-0000-4340 91.28 8/16/2023 Water Restriction Door Hangers 91.28 8/16/2023 Smartpress.com 700-0000-4340 115.97 9/18/2023 Water Restriction Door Hangers 115.97 9/18/2023 Smartpress.com 398.40 SNAP-ON INDUSTRIAL 101-1370-4260 33.38 10/20/2023 Mini Pick set 4pc Orange 33.38 10/20/2023 SNAP-ON INDUSTRIAL 33.38 AP - Check Detail (10/24/2023)Page 78 of 96 127 Last Name Acct 1 Amount Check Date Description Southwest Metro Chamber of Commerce 101-1120-4300 200.00 7/18/2023 July 3 Business Expo Table Registration Southwest Metro Chamber of Commerce 101-1430-4375 200.00 7/18/2023 July 3rd Business Expo Registration 400.00 7/18/2023 Southwest Metro Chamber of Commerce 101-1123-4381 40.00 8/16/2023 Chamber Women's Biz Lunch Event 40.00 8/16/2023 Southwest Metro Chamber of Commerce 101-1123-4370 60.00 9/18/2023 Chamber Boat Cruise 60.00 9/18/2023 Southwest Metro Chamber of Commerce 500.00 SOUTHWEST NEWS MEDIA 101-1420-4336 34.56 10/20/2023 Public Hearing Notice SOUTHWEST NEWS MEDIA 101-1220-4144 395.00 10/20/2023 FD Open House Display Ad SOUTHWEST NEWS MEDIA 101-1123-4300 30.72 10/20/2023 Public Hearing Notice Amending Business Subsidy Policy SOUTHWEST NEWS MEDIA 101-1310-4336 76.80 10/20/2023 Public Hearing Notice Vacation SOUTHWEST NEWS MEDIA 101-1420-4336 26.88 10/20/2023 Public Hearing Notice 563.96 10/20/2023 SOUTHWEST NEWS MEDIA 563.96 Spectrum Screen Printing Inc 101-1250-4240 646.44 10/5/2023 Hoody Sweatshirt Jacket Polo 646.44 10/5/2023 Spectrum Screen Printing Inc 101-1250-4240 168.90 10/12/2023 Sweatshirt Hoody Flannel Shirt 168.90 10/12/2023 Spectrum Screen Printing Inc 815.34 SPOLIDORO QUEIROZ ANA CAROLINA 700-0000-2020 2.11 10/5/2023 Refund Check 100802-000, 7077 HARRISON HILL TRL SPOLIDORO QUEIROZ ANA CAROLINA 700-0000-2020 163.03 10/5/2023 Refund Check 100802-000, 7077 HARRISON HILL TRL SPOLIDORO QUEIROZ ANA CAROLINA 720-0000-2020 17.20 10/5/2023 Refund Check 100802-000, 7077 HARRISON HILL TRL SPOLIDORO QUEIROZ ANA CAROLINA 701-0000-2020 18.27 10/5/2023 Refund Check 100802-000, 7077 HARRISON HILL TRL AP - Check Detail (10/24/2023)Page 79 of 96 128 Last Name Acct 1 Amount Check Date Description 200.61 10/5/2023 SPOLIDORO QUEIROZ ANA CAROLINA 200.61 Sprenger Gordon 101-0000-2074 250.00 10/20/2023 6422 Ridge Road -Finance Receipt #3887 250.00 10/20/2023 Sprenger Gordon 250.00 Springbrook 720-1130-4307 63.00 10/5/2023 Professional Services- Billing Restructure Springbrook 700-1130-4307 63.00 10/5/2023 Professional Services- Billing Restructure Springbrook 701-1130-4307 63.00 10/5/2023 Professional Services- Billing Restructure 189.00 10/5/2023 Springbrook 189.00 Staking University 700-0000-4370 397.50 6/16/2023 JC Brett McLellan Training Staking University 701-0000-4370 397.50 6/16/2023 JC Brett McLellan Training 795.00 6/16/2023 Staking University 795.00 Stampli 101-1130-4300 136.20 8/16/2023 Stampli AP Automation Monthly Service Fee 136.20 8/16/2023 Stampli 101-1130-4300 1,362.00 9/18/2023 Stampli - AP Automation - Monthly Service Fee 1,362.00 9/18/2023 Stampli 1,498.20 Starbucks 101-1123-4372 5.32 9/18/2023 Coffee with Chanhassen Dinner Theatre AP - Check Detail (10/24/2023)Page 80 of 96 129 Last Name Acct 1 Amount Check Date Description 5.32 9/18/2023 Starbucks 5.32 Stark Corey 101-1767-4341 57.00 10/5/2023 Softball Umpire 57.00 10/5/2023 Stark Corey 57.00 Stratoguard, LLC 101-1160-4205 227.04 6/16/2023 Proofpoint Email Filter Service - May 227.04 6/16/2023 Stratoguard, LLC 101-1160-4205 227.04 7/18/2023 Proofpoint Email Filtering Service - June 227.04 7/18/2023 Stratoguard, LLC 101-1160-4205 230.56 8/16/2023 ProofPoint Email Filter Service July 230.56 8/16/2023 Stratoguard, LLC 101-1160-4205 230.56 9/18/2023 Proofpoint Email Filter Service - Aug 230.56 9/18/2023 Stratoguard, LLC 915.20 Sun Life Financial 701-0000-2011 32.86 10/5/2023 Life 216084 - October 2023 Sun Life Financial 701-0000-2015 65.29 10/5/2023 LTD 956658 -October 2023 Sun Life Financial 700-0000-2015 97.43 10/5/2023 LTD 956658 -October 2023 Sun Life Financial 700-0000-2011 49.07 10/5/2023 Life 216084 - October 2023 Sun Life Financial 720-0000-2011 18.20 10/5/2023 Life 216084 - October 2023 Sun Life Financial 101-0000-2037 953.80 10/5/2023 Life 216084 - October 2023 Sun Life Financial 701-0000-2037 106.97 10/5/2023 Life 216084 - October 2023 Sun Life Financial 700-0000-2037 106.97 10/5/2023 Life 216084 - October 2023 Sun Life Financial 101-0000-2011 613.77 10/5/2023 Life 216084 - October 2023 Sun Life Financial 720-0000-2015 36.07 10/5/2023 LTD 956658 -October 2023 Sun Life Financial 101-0000-2015 1,221.43 10/5/2023 LTD 956658 -October 2023 AP - Check Detail (10/24/2023)Page 81 of 96 130 Last Name Acct 1 Amount Check Date Description Sun Life Financial 101-0000-2011 83.38 10/5/2023 Life 216084 - October 2023 3,385.24 10/5/2023 Sun Life Financial 3,385.24 Tandon Priya 101-0000-1027 400.00 10/19/2023 Change for Halloween Party registration 400.00 10/19/2023 Tandon Priya 400.00 Target 101-1616-4130 3.69 7/18/2023 Old Dutch Pretzel Rods Target 101-1620-4130 24.13 7/18/2023 Fanta Orange Barqs Ribeer Target 101-1616-4130 46.32 7/18/2023 SkinnyPop Original Popcorn Target 101-1320-4310 32.20 7/18/2023 JG Chargers Target 101-1616-4130 16.11 7/18/2023 30gal Storage Tote Target 101-1616-4130 77.29 7/18/2023 Old Dutch Pretzel Rods Disposable Cups Chocolate Fudge Frostin Target 101-1620-4130 19.09 7/18/2023 Dum Dums Wint O Green Target 101-1616-4130 33.66 7/18/2023 Water Frito Lays FD Cookies Target 101-1616-4130 -5.79 7/18/2023 SkinnyPop Original Popcorn - Canceled Target 101-1616-4130 57.90 7/18/2023 SkinnyPop Original Popcorn Target 101-1616-4130 5.79 7/18/2023 SkinnyPop Original Popcorn Target 101-1806-4130 6.24 7/18/2023 Freeze Pops for Rec Sports 316.63 7/18/2023 Target 101-1806-4130 57.37 8/16/2023 water balloons and bags for tie dye Target 101-1613-4129 15.05 8/16/2023 Tote Cooler Blue Gradient Sun Shade Target 101-1638-4130 52.11 8/16/2023 Aluminum Foil Paper Plates Honey Graham Crackers Target 101-1616-4130 48.42 8/16/2023 Old Dutch Pretzel Rods Vanilla Frosting Chocolate Frosting Target 101-1613-4126 5.37 8/16/2023 Stainless Steel Chug Water Bottle Gray Target 101-1616-4130 102.40 8/16/2023 Honey Graham Crackers Bunch O Balloons Target 101-1613-4130 77.87 8/16/2023 Gatorade for July 4 Target 101-1620-4130 12.67 8/16/2023 Purified Water Mixed Berry Fruit Sparkling Water Target 101-1616-4130 25.74 8/16/2023 Aluminum Foil Paper Plates Honey Graham Crackers Target 101-1613-4126 35.14 8/16/2023 Favorite Day Market Pantry Target 101-1616-4130 31.67 8/16/2023 Baking Soda Sandwich Bags Target 101-1613-4126 6.44 8/16/2023 Weave Medium Decorative Storage Basket Blue Target 101-1616-4130 145.01 8/16/2023 Honey Graham Crackers White Coffee Filters Animal Crackers Target 101-1616-4130 30.45 8/16/2023 Up and Up Laundry Soap Dixie Bowl AP - Check Detail (10/24/2023)Page 82 of 96 131 Last Name Acct 1 Amount Check Date Description Target 101-1220-4290 48.31 8/16/2023 Fan for Crew Room Target 101-1613-4129 109.65 8/16/2023 Tube Catch Ball 4pc Mott's Assorted Fruit Snacks Lego Mario C Target 101-1620-4130 16.11 8/16/2023 Coca Cola Diet Coke Root Beer Target 101-1613-4129 70.01 8/16/2023 Tube Cabana Steel Tumbler Ice Cube Mold Beach ball Target 101-1806-4130 36.46 8/16/2023 Water balloons Target 101-1616-4130 55.80 8/16/2023 Old Dutch Pretzel Rods Vanilla Frosting Chocolate Frosting 982.05 8/16/2023 Target 101-1638-4130 27.62 9/18/2023 Spaghetti Storage Bags Pancake & Waffle Mix Target 101-1638-4130 31.92 9/18/2023 Berries FD Diary Target 101-1638-4130 12.41 9/18/2023 Mssn Tortill Food Storage Target 101-1540-4130 22.14 9/18/2023 Mission Target 701-0000-4150 14.76 9/18/2023 GF Laundry Soap for PW Target 101-1638-4130 99.20 9/18/2023 Cream Cheese Mix Balloons Gluten Free Tortillas Target 101-1220-4372 15.98 9/18/2023 Food for All Department Training Target 101-1638-4130 154.85 9/18/2023 Pancake & Waffle Mix Chocolate Chips Toilet Paper Mini Marshm Target 101-1530-4130 45.24 9/18/2023 shower curtains bandages cleaner Target 101-1638-4130 127.61 9/18/2023 Vanilla Frosting Flour Tortillas Milk Chocolate Candies Choc Target 101-1616-4130 156.02 9/18/2023 Bunch O Balloons Craft Combo Value Pack Target 101-1638-4130 5.00 9/18/2023 Promotional Email gift card Target 101-1540-4130 47.95 9/18/2023 Frito-Lay Takis UpUp Medical Target 101-1540-4130 34.88 9/18/2023 Takis Frito Lay Target 101-1638-4130 23.60 9/18/2023 Ziploc 60 Ct Target 101-1638-4130 32.91 9/18/2023 Pretzel Rods Ballpoint Pens Chocolate Chips Target 101-1620-4130 4.69 9/18/2023 Purified Water Target 101-1638-4130 31.94 9/18/2023 Root Beer Soda Orange Soda Sprite Snack Crackers Mini Marshm Target 101-1638-4130 116.94 9/18/2023 Orange Soda Popcorn Oreo Cookies Honey Graham Crackers Target 101-1638-4130 32.37 9/18/2023 Berries Food Storage Target 101-1638-4130 268.82 9/18/2023 Storage Bags Plastic Knives Popcorn Disposable Paper Bowls Target 101-1638-4130 12.96 9/18/2023 Popcorn Whole Kernel Corn Target 101-1638-4130 121.98 9/18/2023 Disposable Paper Plates Chocolate Morsels Cheez-It Salt Target 700-0000-4150 14.76 9/18/2023 GF Laundry Soap for PW 1,456.55 9/18/2023 Target 2,755.23 Taylor Electric Company, LLC 101-1350-4565 380.00 10/12/2023 Corporate & Century Repair Street Light Taylor Electric Company, LLC 101-1350-4565 2,445.00 10/12/2023 101 & 78th Remove & Replace street light pole AP - Check Detail (10/24/2023)Page 83 of 96 132 Last Name Acct 1 Amount Check Date Description 2,825.00 10/12/2023 Taylor Electric Company, LLC 2,825.00 Temu.com 101-1537-4130 24.14 8/16/2023 Frozen decorations for Royal Ball 24.14 8/16/2023 Temu.com 24.14 TENNANT 700-0000-4120 156.90 10/20/2023 Rod Thrd Nut Hex Bearing Kit 156.90 10/20/2023 TENNANT 156.90 Tessco 700-0000-4550 310.84 8/16/2023 JJ Foam Heliax Cable 310.84 8/16/2023 Tessco 310.84 ThaiPop 101-1420-4381 27.26 8/16/2023 EDAM Lunch Friday 27.26 8/16/2023 ThaiPop 27.26 The Business Journal 101-1120-4360 150.00 6/16/2023 Mpls & St Paul Business Journal Digital & Print Subscription 150.00 6/16/2023 The Business Journal 101-1120-4360 4.00 9/18/2023 MSBJ one month trial 4.00 9/18/2023 AP - Check Detail (10/24/2023)Page 84 of 96 133 Last Name Acct 1 Amount Check Date Description The Business Journal 154.00 The Corral Bar & Grill 101-1120-4372 39.02 6/16/2023 Carver County Admins monthly lunch mtg 39.02 6/16/2023 The Corral Bar & Grill 39.02 The Garden By The Woods 101-1550-4120 304.00 6/16/2023 AB City Hall Flowers 304.00 6/16/2023 The Garden By The Woods 101-1220-4152 376.65 7/18/2023 Plants for Station 1 landscaping 376.65 7/18/2023 The Garden By The Woods 680.65 The Trenton Corporation 700-0000-4550 66.16 9/18/2023 GF Water & Sewer for Line Trace The Trenton Corporation 701-0000-4551 66.16 9/18/2023 GF Water & Sewer for Line Trace 132.32 9/18/2023 The Trenton Corporation 132.32 THOMAS ELLIS 720-0000-2020 18.72 10/5/2023 Refund Check 006637-000, 406 WEST 76TH STREET THOMAS ELLIS 701-0000-2020 22.15 10/5/2023 Refund Check 006637-000, 406 WEST 76TH STREET THOMAS ELLIS 700-0000-2020 90.68 10/5/2023 Refund Check 006637-000, 406 WEST 76TH STREET THOMAS ELLIS 700-0000-2020 2.30 10/5/2023 Refund Check 006637-000, 406 WEST 76TH STREET 133.85 10/5/2023 THOMAS ELLIS 133.85 THOMPSON TIMOTHY & SUSAN 701-0000-2020 193.90 10/5/2023 Refund Check 007162-000, 7400 LONGVIEW CIRCLE THOMPSON TIMOTHY & SUSAN 700-0000-2020 158.06 10/5/2023 Refund Check 007162-000, 7400 LONGVIEW CIRCLE THOMPSON TIMOTHY & SUSAN 720-0000-2020 65.86 10/5/2023 Refund Check 007162-000, 7400 LONGVIEW CIRCLE THOMPSON TIMOTHY & SUSAN 700-0000-2020 8.08 10/5/2023 Refund Check 007162-000, 7400 LONGVIEW CIRCLE AP - Check Detail (10/24/2023)Page 85 of 96 134 Last Name Acct 1 Amount Check Date Description 425.90 10/5/2023 THOMPSON TIMOTHY & SUSAN 425.90 TimeSaver Off Site Secretarial, Inc 101-1125-4300 159.00 10/5/2023 Sept 5 2023 Planning Commission Meeting Minutes 159.00 10/5/2023 TimeSaver Off Site Secretarial, Inc 101-1125-4300 318.00 10/12/2023 Meeting minutes 318.00 10/12/2023 TimeSaver Off Site Secretarial, Inc 101-1125-4300 703.50 10/20/2023 Meeting Minutes Transcription 703.50 10/20/2023 TimeSaver Off Site Secretarial, Inc 1,180.50 TITLE MARK LLC 701-0000-2020 12.03 10/5/2023 Refund Check 102083-000, 7973 AUTUMN RIDGE LANE TITLE MARK LLC 700-0000-2020 7.21 10/5/2023 Refund Check 102083-000, 7973 AUTUMN RIDGE LANE TITLE MARK LLC 720-0000-2020 2.03 10/5/2023 Refund Check 102083-000, 7973 AUTUMN RIDGE LANE TITLE MARK LLC 700-0000-2020 0.96 10/5/2023 Refund Check 102083-000, 7973 AUTUMN RIDGE LANE 22.23 10/5/2023 TITLE MARK LLC 22.23 TITLEMARK LLC 720-0000-2020 8.51 10/5/2023 Refund Check 010175-000, 710 PONDEROSA DRIVE TITLEMARK LLC 700-0000-2020 10.23 10/5/2023 Refund Check 010175-000, 710 PONDEROSA DRIVE TITLEMARK LLC 700-0000-2020 1.04 10/5/2023 Refund Check 010175-000, 710 PONDEROSA DRIVE TITLEMARK LLC 701-0000-2020 13.08 10/5/2023 Refund Check 010175-000, 710 PONDEROSA DRIVE 32.86 10/5/2023 TITLEMARK LLC 32.86 TJ Office Furniture 101-1170-4121 295.70 6/16/2023 New chair and Monitor stand for Mary office remodel AP - Check Detail (10/24/2023)Page 86 of 96 135 Last Name Acct 1 Amount Check Date Description 295.70 6/16/2023 TJ Office Furniture 295.70 Tono Pizzeria 101-1420-4372 176.23 6/16/2023 4-18-23 Planning Commission Meal Tono 176.23 6/16/2023 Tono Pizzeria 176.23 Top Notch Construction 701-0000-2023 2,485.00 10/5/2023 Refund - 3703 S Cedar Dr Top Notch Construction 701-0000-3811 75.00 10/5/2023 Refund - 3703 S Cedar Dr 2,560.00 10/5/2023 Top Notch Construction 2,560.00 Tractor Supply 700-0000-4150 53.68 9/18/2023 JJ Easement Weed Control 53.68 9/18/2023 Tractor Supply 53.68 Treasure Island Resort & Casino 101-1560-4342 17.70 6/16/2023 Trreasure Island trip - lunch meeting with Chaska Lodge 17.70 6/16/2023 Treasure Island Resort & Casino 17.70 TruGreen Processing Center 101-1550-4300 97.00 10/5/2023 Lawn Service - Fire Station TruGreen Processing Center 101-1550-4300 137.00 10/5/2023 Lawn Service - West Water Treatment TruGreen Processing Center 101-1550-4300 127.00 10/5/2023 Lawn Service - South Lotus Tennis TruGreen Processing Center 101-1550-4300 154.00 10/5/2023 Lawn Service - East Water Treatment TruGreen Processing Center 101-1550-4300 140.00 10/5/2023 Lawn Service - Kerber Pond Park TruGreen Processing Center 101-1550-4300 297.00 10/5/2023 Lawn Service - Library/City Hall TruGreen Processing Center 101-1550-4300 90.00 10/5/2023 Lawn Service - Public Works TruGreen Processing Center 101-1550-4300 130.00 10/5/2023 Lawn Service - Tequila Butcher Intersection AP - Check Detail (10/24/2023)Page 87 of 96 136 Last Name Acct 1 Amount Check Date Description TruGreen Processing Center 101-1550-4300 470.00 10/5/2023 Lawn Service - West 78th Street 1,642.00 10/5/2023 TruGreen Processing Center 202-0000-4150 265.00 10/12/2023 Lawn Service - Chanhassen Cemetery 265.00 10/12/2023 TruGreen Processing Center 1,907.00 Twins Ballpark LLC 101-1560-4342 152.00 7/18/2023 Twins Game tickets Twins Ballpark LLC 101-1560-4342 3,962.00 7/18/2023 Twins Game Tickets for 104 4,114.00 7/18/2023 Twins Ballpark LLC 4,114.00 U of M Contlearning 720-0000-4370 155.00 6/16/2023 Design of Construction SWPPP Recertification online 155.00 6/16/2023 U of M Contlearning 155.00 Uber 101-1311-4381 5.24 6/16/2023 Uber Trip - Dallas - Hotel to Airport Tip Uber 101-1311-4381 34.94 6/16/2023 Uber Trip - Dallas - Hotel to Airport Trip Charge Uber 101-1311-4381 40.94 6/16/2023 Uber Trip - Dallas - Airport to Hotel Trip Charge 81.12 6/16/2023 Uber 81.12 Uline.com 700-0000-4240 158.56 6/16/2023 BM Sewer & Water Gloves PPE Uline.com 701-0000-4240 158.55 6/16/2023 BM Sewer & Water Gloves PPE 317.11 6/16/2023 Uline.com 317.11 AP - Check Detail (10/24/2023)Page 88 of 96 137 Last Name Acct 1 Amount Check Date Description Under Armour 101-1220-4240 202.50 9/18/2023 Work boots for employee Nutter 202.50 9/18/2023 Under Armour 202.50 US Bank Rebate 101-1130-3903 -3,011.27 7/18/2023 US Bank Rebate -3,011.27 7/18/2023 US Bank Rebate -3,011.27 US Home Corporation 101-0000-2072 2,500.00 10/5/2023 As-Built Escrow 7265 Rogers Court 2,500.00 10/5/2023 US Home Corporation 2,500.00 USA Inflatable 101-1220-4375 590.51 9/18/2023 open house down payment inflatable 590.51 9/18/2023 USA Inflatable 590.51 USABlueBook 700-7019-4150 390.46 9/18/2023 JC Pressure Gauge with Diaphrag Seal 390.46 9/18/2023 USABlueBook 390.46 VALLEY-RICH CO INC 700-0000-4552 6,061.24 10/5/2023 Equipment - 6721 Hopi Rd 6,061.24 10/5/2023 VALLEY-RICH CO INC 6,061.24 VERIZON WIRELESS 720-0000-4310 410.24 10/5/2023 Monthly Charges AP - Check Detail (10/24/2023)Page 89 of 96 138 Last Name Acct 1 Amount Check Date Description VERIZON WIRELESS 700-0000-4310 765.44 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1310-4310 153.98 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1530-4310 41.20 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1600-4310 175.55 10/5/2023 Monthly Charges VERIZON WIRELESS 701-0000-4310 125.10 10/5/2023 Monthly Charges VERIZON WIRELESS 101-0000-2033 11.06 10/5/2023 Monthly Charges VERIZON WIRELESS 701-0000-4310 380.28 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1370-4310 89.42 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1312-4310 71.85 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1220-4310 756.70 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1550-4310 432.79 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1160-4310 138.60 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1170-4310 46.20 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1110-4310 40.01 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1540-4310 -32.25 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1250-4310 404.86 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1320-4310 320.67 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1520-4310 51.96 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1125-4310 41.20 10/5/2023 Monthly Charges VERIZON WIRELESS 700-0000-4310 125.10 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1120-4310 173.15 10/5/2023 Monthly Charges VERIZON WIRELESS 101-1420-4310 82.39 10/5/2023 Monthly Charges 4,805.50 10/5/2023 VERIZON WIRELESS 4,805.50 VESSCO INC 700-7043-4150 2,278.38 10/5/2023 Vacuum Regulator O-Ring Grab Ring 2,278.38 10/5/2023 VESSCO INC 700-7043-4120 240.82 10/20/2023 Primary Fluid Nut Primary Fluid Insert O-Ring VESSCO INC 700-7043-4120 869.52 10/20/2023 EVOQUA Housing VESSCO INC 700-7043-4150 276.24 10/20/2023 Seat Regulator Stem Regulator 1,386.58 10/20/2023 VESSCO INC 3,664.96 Vics Bar & Grill 101-1123-4372 20.00 6/16/2023 Chamber Lunch AP - Check Detail (10/24/2023)Page 90 of 96 139 Last Name Acct 1 Amount Check Date Description 20.00 6/16/2023 Vics Bar & Grill 20.00 Viking Electric Supply 701-0000-4551 158.22 6/16/2023 JJ LS 23 Expansion Coupling Viking Electric Supply 701-0000-4551 129.03 6/16/2023 JJ LS 23 PVC Access Fitting & Conduit 287.25 6/16/2023 Viking Electric Supply 287.25 Von Hanson's Meats 101-1220-4290 53.67 8/16/2023 Fill Propane Tanks for Grill 53.67 8/16/2023 Von Hanson's Meats 53.67 Walgreens 101-1120-4300 29.15 6/16/2023 Personal purchase #535325 29.15 6/16/2023 Walgreens 29.15 Wal-Mart 101-1560-4112 64.02 7/18/2023 "Cheese Puffs Pac Org RP IM Tomato ""Grandma's Attic"" speaker 64.02 7/18/2023 Wal-Mart 101-1613-4129 55.74 8/16/2023 Minute Maid Wal-Mart 101-1560-4112 35.38 8/16/2023 Food County Fair speaker and lunch Wal-Mart 101-1560-4112 13.12 8/16/2023 Food Mayors Dinner Salad dressing 104.24 8/16/2023 Wal-Mart 168.26 Walsh Jason 101-0000-2073 250.00 10/20/2023 Erosion Escrow-2328 Stone Creek Lane West AP - Check Detail (10/24/2023)Page 91 of 96 140 Last Name Acct 1 Amount Check Date Description 250.00 10/20/2023 Walsh Jason 250.00 WALTER ALISON & MATTHEW 700-0000-2020 308.67 10/5/2023 Refund Check 021164-001, 8818 BELLEVUE COURT WALTER ALISON & MATTHEW 720-0000-2020 2.88 10/5/2023 Refund Check 021164-001, 8818 BELLEVUE COURT WALTER ALISON & MATTHEW 700-0000-2020 0.35 10/5/2023 Refund Check 021164-001, 8818 BELLEVUE COURT 311.90 10/5/2023 WALTER ALISON & MATTHEW 311.90 Warning Lites of Minnesota, Inc.101-1320-4410 521.00 10/12/2023 Equipment Lump Sum Delivery & Pick-Up 521.00 10/12/2023 Warning Lites of Minnesota, Inc. 521.00 Warning Worx 101-1320-4140 448.00 6/16/2023 CS Light Bar 448.00 6/16/2023 Warning Worx 448.00 WASHBURN DANIELLE 101-1130-4381 406.04 10/12/2023 GFOA Conference Lodging & Mileage 406.04 10/12/2023 WASHBURN DANIELLE 406.04 Waste Management of Minnesota, Inc 101-1550-4300 858.95 10/12/2023 Monthly Service - Lake Ann 858.95 10/12/2023 Waste Management of Minnesota, Inc 858.95 AP - Check Detail (10/24/2023)Page 92 of 96 141 Last Name Acct 1 Amount Check Date Description WATERMARK TITLE AGENCY 700-0000-2020 28.61 10/5/2023 Refund Check 018812-000, 9280 RIVER ROCK DRIVE N 28.61 10/5/2023 WATERMARK TITLE AGENCY 28.61 WEIDNER JUDITH A.701-0000-2020 74.60 10/5/2023 Refund Check 010597-000, 7031 REDWING LANE WEIDNER JUDITH A.700-0000-2020 43.28 10/5/2023 Refund Check 010597-000, 7031 REDWING LANE WEIDNER JUDITH A.700-0000-2020 6.41 10/5/2023 Refund Check 010597-000, 7031 REDWING LANE WEIDNER JUDITH A.720-0000-2020 52.25 10/5/2023 Refund Check 010597-000, 7031 REDWING LANE 176.54 10/5/2023 WEIDNER JUDITH A. 176.54 WM MUELLER & SONS INC 101-1320-4157 309.69 10/5/2023 1/4 Virgin Sand WM MUELLER & SONS INC 101-1320-4157 670.53 10/5/2023 1/4 Virgin Sand 980.22 10/5/2023 WM MUELLER & SONS INC 101-1320-4157 594.27 10/12/2023 1/4 Virgin Sand WM MUELLER & SONS INC 101-1320-4157 619.38 10/12/2023 1/4 Virgin Sand WM MUELLER & SONS INC 101-1320-4157 653.79 10/12/2023 1/4 Virgin Sand WM MUELLER & SONS INC 101-1320-4157 607.10 10/12/2023 3/8 Virgin Fine 1/4 Virgin Sand 2,474.54 10/12/2023 WM MUELLER & SONS INC 101-1320-4157 480.24 10/17/2023 SPNWB230B/SPWEA240B 480.24 10/17/2023 WM MUELLER & SONS INC 3,935.00 WSB & ASSOCIATES INC 720-0000-4300 3,000.00 10/20/2023 2023 SWAMP Subscription 3,000.00 10/20/2023 WSB & ASSOCIATES INC 3,000.00 AP - Check Detail (10/24/2023)Page 93 of 96 142 Last Name Acct 1 Amount Check Date Description XCEL ENERGY INC 101-1350-4320 36.49 10/5/2023 Electric Charges XCEL ENERGY INC 101-1190-4320 1,480.89 10/5/2023 Electric Charges XCEL ENERGY INC 101-1550-4320 -214.46 10/5/2023 Electric Charges XCEL ENERGY INC 101-1312-4320 1,152.90 10/5/2023 Electric Charges XCEL ENERGY INC 101-1350-4320 34.27 10/5/2023 Electric Charges XCEL ENERGY INC 701-0000-4320 144.11 10/5/2023 Electric Charges XCEL ENERGY INC 101-1540-4320 2,313.48 10/5/2023 Electric Charges XCEL ENERGY INC 101-1350-4320 27.23 10/5/2023 Electric Charges XCEL ENERGY INC 101-1600-4320 114.06 10/5/2023 Electric Charges XCEL ENERGY INC 101-1120-1193 119.20 10/5/2023 Electric Charges XCEL ENERGY INC 101-1220-4320 1,362.70 10/5/2023 Electric Charges XCEL ENERGY INC 101-1350-4320 39.68 10/5/2023 Electric Charges XCEL ENERGY INC 101-1350-4320 27.36 10/5/2023 Electric Charges XCEL ENERGY INC 700-0000-4320 144.11 10/5/2023 Electric Charges XCEL ENERGY INC 101-1600-4320 27.23 10/5/2023 Electric Charges XCEL ENERGY INC 700-7043-4320 7,064.15 10/5/2023 Electric Charges XCEL ENERGY INC 101-1170-4320 38.18 10/5/2023 Electric Charges 13,911.58 10/5/2023 XCEL ENERGY INC 101-1600-4320 28.60 10/12/2023 Electric Charges XCEL ENERGY INC 701-0000-4320 673.96 10/12/2023 Monthly Charges XCEL ENERGY INC 101-1350-4320 22,137.56 10/12/2023 Electric Charges XCEL ENERGY INC 700-0000-4320 95.32 10/12/2023 Electric Charges XCEL ENERGY INC 700-0000-4320 -95.40 10/12/2023 Monthly Charges XCEL ENERGY INC 101-1350-4320 -4.97 10/12/2023 Electric Charges XCEL ENERGY INC 101-1350-4320 34.80 10/12/2023 Electric Charges XCEL ENERGY INC 101-1600-4320 206.19 10/12/2023 Electric Charges 23,076.06 10/12/2023 XCEL ENERGY INC 700-7019-4320 7,838.75 10/20/2023 Electric Charges 7,838.75 10/20/2023 XCEL ENERGY INC 44,826.39 Xuan Tuyet Doan-Nguyen Jennifer 101-1539-4343 578.52 10/5/2023 Tae Kwon Do Instruction 578.52 10/5/2023 AP - Check Detail (10/24/2023)Page 94 of 96 143 Last Name Acct 1 Amount Check Date Description Xuan Tuyet Doan-Nguyen Jennifer 578.52 ZIEGLER INC 101-1550-4300 2,148.50 10/12/2023 Telescopic Boom Lift 2,148.50 10/12/2023 ZIEGLER INC 2,148.50 Zoho Corporation 101-1160-4205 3,240.00 10/5/2023 Manage Engine Service Desk 3,240.00 10/5/2023 Zoho Corporation 3,240.00 Zoom 101-1160-4207 85.90 6/16/2023 Monthly Zoom charges admin/rec center 85.90 6/16/2023 Zoom 101-1160-4207 85.90 7/18/2023 monthly zoom webinar charge admin rec center 85.90 7/18/2023 Zoom 101-1160-4207 85.90 8/16/2023 monthly zoom charge admin rec center 85.90 8/16/2023 Zoom 101-1160-4207 85.90 9/18/2023 Monthly Zoom webinar charges 85.90 9/18/2023 Zoom 343.60 Zynnovation LLC 720-7202-4130 3,773.36 10/20/2023 Tree Diaper 36"" 3,773.36 10/20/2023 Zynnovation LLC 3,773.36 AP - Check Detail (10/24/2023)Page 95 of 96 144 Last Name Acct 1 Amount Check Date Description 2,115,980.82 AP - Check Detail (10/24/2023)Page 96 of 96 145 City Council Item October 30, 2023 Item Approve Site Plan Agreement (SPA) for RSI Marine File No.Item No: C.8 Agenda Section CONSENT AGENDA Prepared By Rachel Arsenault, Associate Planner Reviewed By Eric Maass SUGGESTED ACTION "The Chanhassen City Council approves the site plan agreement for RSI Marine." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The developer has asked the city to approve a site plan agreement for four single-story storage buildings with a combined size of 85,200 square feet. BACKGROUND This project is located on two parcels and has already been rezoned to a Planned Unit Development and received City Council approval of a variance and easement vacation. Prior to the issuance of a building permit, the developer must enter into the site plan agreement with the city. The site plan agreement for RSI is consistent with the city's template for site plan agreements. DISCUSSION BUDGET 146 RECOMMENDATION Staff recommends the City Council approve the RSI Marine site plan agreement. ATTACHMENTS Site Plan Agreement - RSI Marine RSI Rezoning and Site Plan Approval City Council Staff Report dated September 12, 2022 147 1 CITY OF CHANHASSEN SITE PLAN AGREEMENT #2022-04A RSI MARINE SPECIAL PROVISIONS SITE PLAN AGREEMENT (“Agreement”) dated October 23, 2023, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and RSI Marine & Motor Sports, LLC, a Minnesota limited liability company (the "Developer"). 1. Request for Site Plan Approval.The Developer has asked the City to approve a site plan for four single story storage buildings with a combined size of 85,200 square feet, rezoning to Planned Unit Development, vacation of existing drainage and utilities easements, consolidation of lots, and variances from the City’s vehicular area landscaping requirements (referred to in this Agreement as the "project"). The land located in Carver County, Minnesota, is legally described as: Lot 1, Block 1, Paws Claws and Hooves Addition, Carver County, Minnesota, according to the recorded plat thereof, excepting Parcel 1C and Parcel 1D as shown on Carver County Right of Way Plat No. 29, Carver County, Minnesota; And Lot 2, Block 1, Paws Claws and Hooves Addition, Carver County, Minnesota, according to the recorded plat thereof, excepting Parcel 1A and Parcel 1B as shown on Carver County Right of Way Plat No. 29, Carver County, Minnesota; (“Subject Property”). 2.Conditions of Site Plan Approval. The City hereby approves the project on condition that the Developer enters into this Agreement and furnish the security required by it. 3.Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Agreement. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A-Site Plan prepared by James R. Hill, Inc., dated May 6, 2022., Revised August 24, 148 2 2023. Plan B-Grading, Drainage and Erosion Control Plans prepared byJames R. Hill, Inc., dated May 6, 2022., Revised August 24, 2023. Plan C-Landscaping Plan prepared byJames R. Hill, Inc., dated May 6, 2022. Plan D - Architectural Plans prepared byGries Architectural Group Inc., dated May 6, 2022. 4.Time of Performance. The Developer shall install all required screening and landscaping by December 31, 2024. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5.Security. To guarantee compliance with the terms of this Agreement and all the Plans, payment of all the costs of all public improvements and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City or cash escrow ("security") for $1,293,142.95 (erosion control, grading, landscaping, stormwater, public improvements, etc.) prior to City Council execution of this Agreement. The security shall be 110 percent of the following: Grading $453,318.50 Paving $203,020.50 Sanitary Sewer $57,254.00 Watermain $121,235.00 Storm Sewer $95,622.50 Landscaping $245,134.00 Sub-Total $1,175,584.50 110%$1,293,142.95 The City may draw down the security, on five (5) business days written notice to the Developer, for any violation of the terms of this Contract or without notice if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been complete, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The City’s standard specifications for utility and street construction outline procedures for security reductions. 149 3 If the Developer requests a Certificate of Occupancy prior to the installation of site improvements, then the developer shall provide to the city an updated letter of credit or cash escrow in an amount sufficient to ensure the installation of said improvements. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or Developer’s Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6.Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer at the following address: RSI Marine. Attn: Rob Schatzle 1533 3rd Avenue W. Shakopee, MN 55379 Notices to the City shall be in writing and shall be either hand delivered to the City Manager or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7.Other Special Conditions. City Council approves a site plan for four single-story storage buildings with a combined size of 85,200 square feet subject to the following conditions: Planning: 1. Light fixtures must be downcast and have a 90 degree cut off as required by Section 20-913 of the City Code. 2. Any proposed signage will require a separate sign permit and must conform to the requirements of the PUD ordinance and City Code. 3. Any future fencing will require a permit and must meet the requirements of the City Code. 4. Approval of the site plan is contingent upon consolidation of the two parcels into a single lot. 5. Retaining walls under four feet in height require a zoning permit. 150 4 6. Any future HVAC systems will need to have any and all exterior components screened from public view, either through the use of materials similar to the building materials or by using heavy landscaping that will be effective in winter. Environmental Resources: 1. The Developer shall meet minimum requirements for buffer yards. A revised landscape plan meeting these requirements shall be submitted to the City. 2. The Developer shall provide a 3-year prairie establishment and management plan for the native seed area specified on the landscape plan. 3. When the use of the site changes and parking is included, then all required landscaped islands and/or peninsulas shall be installed, per variance 2022-04A. 4. Developer shall incorporate two additional understory trees that adhere to minimum diversity requirements as required by ordinance. No one genus shall have more than 10 trees in quantity. Fire: 1. Developer shall install Fire department lock boxes in all Buildings located on the Subject Property for access. 2. Developer shall install fire sprinkler systems in all buildings to be constructed on the Subject Property. 3. If a fence is added in the future, it must have Fire department access boxes or gate switches (if electronic). 4. No hazardous material (i.e. gasoline, oil, etc.) may be stored on site. Building: 1. Developer shall obtain a building permit before beginning any construction. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota 3. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 4. Developer shall install automatic fire extinguishing systems in all buildings to be constructed on the Subject Property. 5. Structure proximity to property lines (and other buildings) will have an impact on the Code requirements for the proposed buildings, including but not limited to: allowable size, protected openings and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 6. Building plans must include a Code analysis that contains the following information: Key plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Exterior walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. 151 5 7. Retaining walls (if present) more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 8. International Building Code Section 2902.1 exception: states that when approved by the building official, buildings or structures that are normally unoccupied, such as picnic shelters, amphitheaters, small transit stop stations, cold storage buildings, utility sheds, warming house, kiosks, concession stands and similar structures, need not be provided with restroom facilities. As these buildings will be used for storage and will not have employees on site, the requirement to provide a bathroom is waived and a septic system does not need to be installed. Engineering: 1. Adequate public drainage and utility easements are required over any publicly owned and maintained water mains and will be subject to review and approval by staff prior to the recording of the final plat. 2. Any existing easements within the final plat area must be vacated prior to recording of the final plat. 3. The two parcels along the Subject Property’s eastern property lines listed with Carver County’s property information as “Parcel ID: Gap” will need to be identified appropriately prior to recording of the final plat. 4. Developer must obtain approval by the City of encroachment agreements for any proposed improvements within public drainage and utility easements after review and approval by the City Engineer. 5. Developer must obtain a a temporary construction easement or right-of-entry prior to issuance of any building permits for any access required over adjacent properties for construction of any improvements within the project. 6. Retaining walls over 4 feet in height shall be constructed in accordance with plans prepared by a registered engineer and shall be privately owned and maintained. 7. The Developer shall construct a commercial driveway access in accordance with the most recent edition of the City’s Standard Specifications and Detail Plates. 8. Developer shall be responsible for construction of any private utility needed to service the Subject Property, including sanitary sewer and potable water, , at Developer’s sole cost, as the Subject Property is not serviced by city utilities. 9. The proposed connection to the public sanitary sewer main is not approved. 10. The proposed water main tap to the public main shall only be used for fire suppression needs for the development. 11. The Developer shall extend the 12” C900 PVC public water main to the eastern property line along CSAH 61. 12. The water extension into the site must be along or near the improved private access. 13. The Developer and their Engineer shall work with City staff in amending the construction plans, dated May 6, 2022 prepared by Joel G. Cooper, PE to fully satisfy all plan review comments. Final construction plans will be subject to review and approval by staff. 14. The Subject Property will be specially assessed for the extension of the public sanitary sewer when the Subject Property is connected to public sanitary sewer. 152 6 15. The Subject Property will be required to pay utility hook-up charges at the rate in effect at the time of connection to municipal services. 16. All required permits from the appropriate regulatory agencies including but not limited to the Minnesota Department of Health, Carver County Public, etc. shall be provided to the city prior to issuance of building permits. Water Resources: 1. The Developer shall provide a copy of an approved permit from the LMRWD as part of the building permit submittal to the City. 2. The Developer must submit soil borings and a geotechnical report with the building permit submittal to the City. Any modifications to the current design based on the geotechnical findings will be reviewed with future submittals to confirm compliance with the City’s requirements. 3. The Developer must update the Hydrologic and Hydraulic models per City comments and submit updated computations and models in their native forms with the building permit submittal to the City. 4. The Developer shall update P8 water quality modeling and resubmit the models in their native form to confirm the City’s water quality rule is met with the building permit submittal to the City. 5. The Developer shall update plans to provide the required freeboard from the proposed buildings and the EOF. 6. The Developer shall update plans to show wetland buffer markers and native vegetation in the wetland buffer area. 7. The Developer shall enter into an Operations and Maintenance Agreement for any proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. 8. If the Property is subdivided in the future, stormwater fees will be collected at the rate in affect at the time of subdivision for any additional lots created exceeding 2 lots. Carver County: 1. Median on CSAH 61 (Flying Could Drive) must be shifted west 60 feet to accommodate a truck and trailer pull out of the way of traffic when making left turns into the subject site. This improvement shall be made at the expense of the Developer and an excavation permit will be required. Developer can coordinate with Carver County Public works on design specifics. Developer shall provide a plan set for the median, developed and signed by a licensed Engineer. 2. Developer shall provide drainage calculations and data for proposed development. Drainage should be carried and directed further to the east into the roadside ditch that currently exits instead of to the west side of the development on the steep slopes and directly pointed at the trail embankment. 3. Confirm that proposed drainage will not create an adverse impact to the County right of way. 4. Proposed grading shall tie-in and be compatible with the existing ground in the County right of way. 5. Outlet apron needs to be stabilized per design guidance from MnDOT to minimize the erosion risk. 153 7 6. Developer’s engineering shall meet with Carver County Public Works to confirm the stormwater calculations. 7. Carver County will need to review and approve final grading plans. A grading permit will be required. 8. An access permit will be required for access to CSAH 61 due to the change in use and connection of the site improvements to CSAH 61. A deposit will be required to ensure work within the right of way for median change project is to County standards. 9. Prior to any work affecting or on County highways or in County right of way, the Developer shall coordinate plans with the County Engineer and obtain a Utility, Access, or Excavating/Filling/Grading Permit(s) for Carver County Public Works. Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits being issued. 10. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to be remedied or updated at development expense, including costs incurred by the County. 8.General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9.Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. 154 8 CITY OF CHANHASSEN BY: ________________________________ Elise Ryan, Mayor 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 155 9 DEVELOPER: RSI MARINE & MOTOR SPORTS, LLC BY:______________________________ Rob Schatzle ______________________ STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this ____ day of _____________, 20___ by Rob Schatzle, the ______________________, of RSI Marine & Motor Sports, LLC, a Minnesota limited liability company, on its behalf. __________________________________ NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 156 10 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1.Right to Proceed. Within the Subject Property, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, construct public or private utilities, or any buildings until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties, filed with the City Clerk and recorded with the County Recorder’s Office or Registrar of Title’s Office of the County of the Subject Property, 2) the necessary security and fees have been received by the City, 3) the necessary insurance for the Developer and its contractors has been received by the City, 4) a preconstruction meeting has been held by the Developer and the Developer’s Engineer, and 5) the City has issued a building permit provided the foregoing conditions having been satisfied. 2.Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3.License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the site to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4.Public Improvements. The public improvements shall be installed in accordance with City Standard Specifications and Detail Plates and City Ordinance. The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer’s engineer will be able to certify that the construction work meets the approved City standards as a condition of City acceptance. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Servicesand other pertinentagencies before proceeding with construction. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer’s engineer shall provide for on-site project management. The Developer’s engineer is responsible for design changes and contract administration between the Developer and the Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible “as constructed” plans and an electronic file of the “as constructed” plans prepared in accordance with City standards. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 157 11 A. Warranty. The Developer warrants all public improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. 5.Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed, and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 6.Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 7.Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 8.Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur as a consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 158 12 D. The Developer shall pay all costs incurred by it or the City in conjunction with the development of the site and installation of public improvements, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval of the site plan, the preparation of this Agreement, review of any other plans and documents. E. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges (“SAC”), City water connection charges, City sewer connection charges, and building permit fees. 9.Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given written notice of the work in default, not less than four (4) days in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 10. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the Subject Property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreementshall not be a waiver or release. H. Recording. This Agreement shall run with the land and may be recorded against the title to the Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the Subject Property and/or has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the Subject Property; that there are no unrecorded interests in the Subject Property; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, 159 13 power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Agreement shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Construction activities in conjunction with new developments and City improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 a.m. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan, the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1.City of Chanhassen; 2.State of Minnesota, its agencies, departments and commissions; 3.United States Army Corps of Engineers; 4.Watershed District; 5.Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the Subject Propertyor its fitness for construction of the improvements or any other purpose for which the Developer may make use of such Subject Property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the Subject Property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the Subject Property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. P. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file 160 14 with the City a certificate evidencing coverage prior to the City signing the Agreement. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. 161 15 IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO:City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2______, of (Name of Bank) "; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 15, 2______. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 15 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, ChanhassenCity Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: ____________________________________ Its __________________________ 162 16 CONTRACT VENDOR CONSENT TO SITE PLAN AGREEMENT PCH Development, LLC, a Minnesota limited liability company, Contract Vendor of all or part of the Subject Property, the development of which is governed by the foregoing Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the Subject Property owned by them. Contract Vendor further consents to the recording of the Agreement against the Subject Property. Dated this _____ day of ____________, 20___. _PCH DEVELOPMENT, LLC By:_________________________________________ Its:_________________________________________ STATE OF MINNESOTA ) ) ss. COUNTY OF __________) The foregoing instrument was acknowledged before me this _____ day of _____________, 20___, by ______________________________________________________, the ________________________ of PCH Development, LLC, a Minnesota limited liability company, on its behalf. ________________________________________ NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 163 City Council Item September 12, 2022 Item Ordinance XXX: RSI Marine, 10500 and 10520 Great Plains Boulevard: Consider a Request for Rezoning to Planned Unit Development with Site Plan, Consolidation of Lots, and Variances File No.2022-04A Item No: G.1 Agenda Section GENERAL BUSINESS Prepared By MacKenzie Young-Walters, Associate Planner Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves rezoning to Planned Unit Development, site plan, consolidation of lots, and variances 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 RSI Marine is requesting rezoning to Planned Unit Development (PUD) with Site Plan approval for four boat storage buildings with a combined square footage of 85,200, vacation of existing drainage and utilities easements, consolidation of lots, and variances from the City’s vehicular area landscaping requirements. Note: Staff has updated the site plan agreement since the public hearing to include the following conditions: 1. If the property develops in phases the southern two buildings shall be constructed before the northern two buildings. 188164 2. Conditions relating to the construction and expansion of public improvements (i.e. water and sanitary sewer). The details of these conditions can be found in the attached site plan agreement. BACKGROUND Level of Discretion The City has a relatively high level of discretion in approving or denying Rezonings because the City is acting in its legislative or policy-making capacity. A rezoning must be consistent with the City’s Comprehensive Plan. The City’s discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. The City’s discretion in approving or denying a Variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The City has no authority in approving or denying the Consolidation of lots. The City has a relatively high level of discretion in approving or denying Vacations because the City is determining if rights granted to the City are needed to serve a public interest. Public Hearing: On August 16th, 2022 the Planning Commission voted 6-0 to recommend approval approval of all items. During the Public Hearing one member of the public expressed concern about future traffic impacts on this site as future properties in the area develop. Staff noted that traffic studies would be used to determine and address traffic impacts as part of each site plan approval associated with future development. During the meeting the Planning Commission made the following comments: Commissioner Schwartz asked if the proposed parking could accommodate multiple customers visiting the site at the same time. Staff clarified that the operator's business model restricts site access to staff. Commissioner Schwartz expressed concern about the amount of landscaping proposed for the site. Staff noted that the applicant is being required to meet the City's buffer yard requirements and cautioned that the architectural renderings did not reflect the amount of landscaping proposed for the site. Commissioner Noyes asked if the City is limiting potential redevelopment by approving this site plan. Staff explained that the applicant was being required to extend sewer and water so the site 189165 would not inhibit future development to the east. Staff stated that ultimately market forces would determine when this site redeveloped and what form that redevelopment would take. Commissioner von Oven asked if a fence could be added. Staff replied that the applicant could add a fence so long as it met the requirements of the City Code. DISCUSSION The applicant is requesting the City rezone the parcels currently addressed as 10500 and 10520 Great Plains Boulevard from Fringe Business District (BF) to Planned Unit Development (PUD) and approve a site plan for two 20,000 square-foot and two 22,600 square-foot buildings which will be used for indoor boat storage. Their proposed site plan will require variances from the City’s vehicular area landscaping requirements. They are also proposing to consolidate the two parcels into one, which will require vacation of the existing drainage and utilities easements. They have stated that they envision this as a medium-term use, allowing for the improvement and reasonable use of the site until City sewer is available. They believe that once full municipal services are available, the site’s use will shift to include a commercial component and become a true mixed-use development. They have indicated that buildings will utilize high quality finishes, but that the use is not compatible with the City’s façade transparency requirements and that they are instead using architectural detailing to provide significant visual relief, as permitted by the City Code. They have explained that the nature of the business does not involve employees being on site, save to store and remove boats, and that there is no public access to the facility. Due to the fact that there are minimal parking areas and large open spaces are required to maneuver trailers, they have stated that installing landscaped islands as required by City Code is not practical. A fence and security gate may be added in the future to aid in site security. Staff believes the proposed PUD ordinance for the development will allow the applicant reasonable use of the parcel until City sewer becomes available, and that once full municipal services are available the uses permitted by the PUD will encourage the property to redevelop as a mixed-use center consistent with the parcel’s land use guidance. The proposed use meets a need for the community, generates minimal traffic, and can meet the majority of the City’s design and landscaping requirements. The variances requested are the result of the unique nature of the use and the practical difficulties the owner would encounter if they were required to meet the relevant standards. Staff is proposing conditions that would require future users without this unique business model to meet the design and landscaping requirements. For these reasons, staff recommends approval of the PUD, Site Plan, Variance, Lot Consolidation, and Vacation. A full discussion can be found in the attached staff report. BUDGET RECOMMENDATION Staff and the Planning Commission recommend that the City Council approve rezoning to Planned Unit Development, site plan, consolidation of lots, and variances, subject to the conditions of approval and adopts the attached Findings of Fact and Recommendation. ATTACHMENTS 190166 PUD Ordinance RSI PUD Staff Report Signed Findings of Fact and Recommendation Variance Document 22-04A Site Plan Agreement 2022-04A Letter of Credit Template Application for Development Review Project Narrative Responses to the City of Chanhasssen RSI Marine Storage Site Plan Review Set (06-13-2022) Updated Landscaping RSI MARINE Stormwater Narrative 06-01-2022 SET Storm Sewer Sizing Worksheet Storm Drainage Area Variance Request Landscape Islands Engineering Comments Carver County Memo Carver County Attachment Landscaping Comments Affidavit of Mailing 191167 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is amended by rezoning the following described property (“Subject Property”) to PUD, Planned Unit Development: Lot 1, Block 1, Paws Claws and Hooves Addition, Carver County, Minnesota, Excepting Parcel 1C and Parcel 1D as shown on Carver County Right of Way Plat No. 29, Carver County, Minnesota. And Lot 2, Block 1, Paws Claws and Hooves Addition, Carver County, Minnesota, Excepting Parcel 1A and Parcel 1B as shown on Carver County Right of Way Plat No. 29, Carver County, Minnesota. Section 2. Flying Cloud Center Planned Unit Development Flying Cloud Center (PUD 2022-04A) A. Intent The purpose of this zone is to create a Mixed Use PUD accommodating a mix of commercial, office, residential, and warehousing uses with the intention that the warehousing uses be phased out after municipal sewer becomes available. The use of the PUD zone is to allow for a greater variety of uses consistent with the property’s “Mixed” Land Use guidance and to allow for more flexible design standards in order to ensure a higher quality and more sensitive development. B. Uses The allowed uses in in this zone shall be as listed in this section. If there is a question as to whether or not a use falls under a stated category, the Community Development Director shall make that interpretation. a. The following are Permitted Uses i. Antennas as regulated by article XXX of the zoning code. ii. Arts, Entertainment, and Recreation iii. Banks and Financial Institutions iv. Brew pub, subject to the requirements of section 20-968. v. Brewery operated in conjunction with a taproom producing less than 3,500 barrels per year, subject to the requirements of section 20-969. vi. Clinics vii. Clothing and Clothing Accessories Stores viii. Electronics and Appliance Stores ix. Food and Beverage Stores 192168 x. Gasoline Stations xi. Health and Personal Care Stores xii. Microdistillery operated in conjunction with a cocktail room, subject to the requirements of section 20-967. xiii. Multifamily dwellings 1. Maximum of 46 units xiv. Offices xv. Restaurants xvi. Personal and Laundry Services xvii. Sporting Goods, Hobby, Musical Instrument, and Book Stores xviii. Warehousing and Storage 1. No new warehousing and storage uses shall be permitted for this PUD after municipal sewer becomes available. b. The following are Permitted Accessory Uses i. Accessory Solar Energy Systems (subject to the requirements of section 20-1093). ii. Garage as part of a multifamily residential development. iii. Parking Lots iv. Signs as per allowed in a General Business District 1. Signs must reflect the quality of the development and must be architecturally compatible with the buildings materials and colors. v. Temporary outdoor sales and events (subject to the requirements of section 20-964) C. Lot Requirements and Setbacks a. Shall be as specified for the General Business District. b. Maximum height is as follows: i. For the principal structure, three stories/35 feet. ii. For accessory structures, one story/15 feet. D. Design Standards a. This area is part of the City’s southern gateway and as such it is expected that building elevations facing Highway 61 will exceed the minimum standards established by Divisions 7 and 9 of Article XXIII of the City Code. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 12th day of September, 2022, by the City Council of the City of Chanhassen, Minnesota. Laurie Hokkanen, City Manager Elise Ryan, Mayor 193169 (Published in the Chanhassen Villager on XX/YY/ZZZZ) 194170 CITY OF CHANHASSEN PC DATE: August 16, 2022 CC DATE: September 12, 2022 REVIEW DEADLINE: September 13, 2022 CASE #: PC 2022-04A BY: MYW SUMMARY OF REQUEST: RSI Marine is requesting rezoning to Planned Unit Development (PUD) with Site Plan approval for four boat storage buildings with a combined square footage of 85,200, vacation of existing drainage and utilities easements, consolidation of lots, and variances from the City’s vehicular area landscaping requirements. LOCATION:10500 and 10520 Great Plains Boulevard APPLICANT:RSI Marine Rob Schatzle 1533 West 3rd Avenue Shakopee, MN 55379 PRESENT ZONING: Fringe Business District (BF) 2040 LAND USE PLAN:Mixed ACREAGE:8.33 acres DENSITY: NA FLOOR AREA RATIO: .235 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving or denying Rezonings because the City is acting in its legislative or policy-making capacity. A rezoning must be consistent with the City’s Comprehensive Plan. The City’s discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. The City’s discretion in approving or denying a Variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The City’s has no authority in approving or denying the Consolidation of lots. The City has a relatively high level of discretion in approving or denying Vacations because the City is determining if rights granted to the City are needed to serve a public interest. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSED MOTION: “The Chanhassen Planning Commission recommends City Council approve Planned Unit Development rezoning, site plan, vacation, consolidation of lots, and variances, subject to the conditions of approval and adopts the attached Findings of Fact and Recommendation.” 195171 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 2 PROPOSAL/SUMMARY The applicant is requesting the City rezone the parcels currently addressed as 10500 and 10520 Great Plains Boulevard from Fringe Business District (BF) to Planned Unit Development (PUD) and approve a site plan for two 20,000-square foot and two 22,600-square foot buildings which will be used for indoor boat storage. Their proposed site plan will require variances from the City’s vehicular area landscaping requirements. They are also proposing to consolidate the two parcels into one, which will require vacation of the existing drainage and utilities easements. They have stated that they envision this as a medium-term use, allowing for the improvement and reasonable use of the site until City sewer is available. They believe that once full municipal services are available, the site’s use will shift to include a commercial component and become a true mixed-use development. They have indicated that buildings will utilize high quality finishes, but that the use is not compatible with the City’s façade transparency requirements and that they are instead using architectural detailing to provide significant visual relief, as permitted by the City Code. They have explained that the nature of the business does not involve employees being on site, save to store and remove boats, and that there is no public access to the facility. Due to the fact that there are minimal parking areas and large open spaces are required to maneuver trailers, they have stated that installing landscaped islands as required by City Code is not practical. A fence and security gate may be added in the future to aid in site security. Staff believes the proposed PUD ordinance for the development will allow the applicant reasonable use of the parcel until City sewer becomes available, and that once full municipal services are available the uses permitted by the PUD will encourage the property to redevelop as a mixed-use center consistent with the parcel’s land use guidance. The proposed use meets a need for the community, generates minimal traffic, and can meet the majority of the City’s design and landscaping requirements. The variances requested are the result of the unique nature of the use and the practical difficulties the owner would encounter if they were required to meet the relevant standards. Staff is proposing conditions that would require future users without this unique business model to meet the design and landscaping requirements. For these reasons, staff recommends approval of the PUD, Site Plan, Variance, Lot Consolidation, and Vacation. APPLICABLE REGULATIONS Chapter 19, Article VII, Surface Water Management: States standards required to meet goals and policies of the City’s Surface Water Management Plan. Chapter 20, Article II, Division 2, Amendments: States process for amending the Zoning Code. Chapter 20, Article II, Division 3, Variances: States process and requirements for granting variances. 196172 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 3 Chapter 20, Article II, Division 6, Site Plan Review: States process and requirements for granting site plan approval. Chapter 20, Article VI: Wetlands: States wetland buffer and setback requirements. Chapter 20, Article VIII: Planned Unit Development District: States expectations and requirements for Planned Unit Developments. Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office- Institutional Developments: Stipulates design standards for Commercial, Industrial, and Office- Institutional developments. Chapter 20, Article XXIV, Off-Street Parking and Loading: States parking lot design and space requirements. Chapter 20, Article XXV, Landscaping and Tree Removal: States landscaping and tree preservation standards for developments. Chapter 20, Article XXVI, Signs: States requirements for signage. BACKGROUND In August of 1996, the City Council approved a site plan for the construction of an 8,152-square foot commercial stable and 12,936-square foot commercial kennel along with conditional use permits allowing multiple buildings on a single lot and permitting the commercial kennel and stable. Variances allowing metal siding for the stable and a pylon sign were also approved at this time. In July of 2005, the property was subdivided to create two separate lots, one for each of the principal buildings. In 2020, a portion of the property became right-of-way as part of the Highway 101 realignment and the western building was removed to make way for a construction staging area. In March of 2022, the City approved a Concept PUD for this property, subject to conditions of approval. In May of 2022, the applicant submitted an application for PUD and Site Plan approval; however, the application was deemed incomplete due to missing stormwater information. EXISTING CONDITIONS Site Constraints 197173 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 4 The parcels are zoned BF with a combined area of 8.33 acres. The property’s existing BF zoning requires a minimum lot area of 20,000 square feet with a minimum lot frontage of 100 feet, a minimum lot death of 150 feet, and maximum lot cover of 40 percent; however, this area is guided for mixed-use development in the City’s 2040 Land Use Plan which requires that the zoning be changed to PUD. A commercial kennel/stable formerly operated on the site. A well, retaining walls, an approximately 7,500-square foot asphalt parking area, an approximately 7,000-square foot gravel driveway, an approximately 8,000-square foot building, and an approximately 360-square foot shed remain from the previous business. Bluff Creek Corridor This property is not located within the Bluff Creek Overlay District. Wetland Protection There is not a wetland located on the property; however, there is a small mange type 2 wetland in the ditch south of the property. As the applicant is proposing to utilize the site’s existing access to Flying Cloud Drive, the proposed development should not impact this wetland; however, the wetland buffer strip and setbacks for this wetland must be maintained. These wetlands have a 20-foot minimum buffer strip, 15-foot accessory structure buffer edge setback, and 30-foot principal structure buffer edge setbacks. This wetland, its buffer, and setbacks should be shown on the grading plan and staked in the field prior to construction. The buffer must be planted with native vegetation as outlined in City Code. Bluff Protection There are no bluffs on the property. The property has numerous steep slopes but none of them meet the City’s definition of a bluff (i.e. a natural topographic features with an elevation change of 25 feet or greater and a slope of 30 percent or greater). The Lower Minnesota River Watershed District (LMRWD) also regulates steep slopes and the applicant will need to verify with the watershed district if the project triggers their Rule F – Steep Slopes. Shoreland Management The property is not located within a shoreland protection district. Floodplain Overlay This property is not within a floodplain. A small section of the ditch south of the property is 198174 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 5 within the floodplain; however, no portion of the project will take place below the Base Flood Elevation (721’ contour). REZONING TO PUD Analysis The existing zoning of the property, BF, is not consistent with the land use designation of the property, Mixed. The Comprehensive Plan allows less intensive land uses to remain in place until municipal services become available; however, since water is now available to this site, any approval by the City for development of the property must be consistent with the Comprehensive Plan. Surrounding Zoning And Uses The parcels to the east, west, and southeast of the subject parcel are also zoned BF. The other nearby parcels are zoned Agricultural Estate (A2) district. Nearby uses include nonconforming rental housing, a golf driving range, a used car dealership, a storage facility, and large lot residential properties. With the exception of the single-family residences, all of these uses are legal nonconforming, conditional uses, or interim uses. Land Use - Zoning Consistency As noted earlier, the parcels are guided for the Mixed land use category in the City’s 2040 Land Use Plan. The City’s Comprehensive Plan states that PUD zoning is the appropriate zoning for this land use category; thus, the use of PUD zoning, as proposed by the applicant, is consistent with the Comprehensive Plan’s land use designation for these parcels. Justification For Rezoning To PUD Planned Unit Developments (PUD) provide for increased flexibility to develop a site by relaxing most normal zoning district standards, but in exchange for this flexibility they allow the City to require a higher quality and more sensitive development than would occur under traditional zoning. The City Code requires that PUDs encourage the following: 199175 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 6 1. Preservation of desirable site characteristics and open space and protection of sensitive environmental features, including steep slopes, mature trees, creeks, wetlands, lakes and scenic views. Finding. The applicant’s proposal leaves the area of the steep slopes on the western portion of the property undisturbed. The use of a PUD helps facilitate the consolidation of development to the property’s less environmentally sensitive area since it allow all four buildings to be placed on a single lot. Without PUD zoning, each building would need to be placed on a separate lot and the required streets and setbacks would result in greater disturbance to the site. 2. More efficient and effective use of land, open space and public facilities through mixing of land uses and assembly and development of land in larger parcels. Finding. The use of PUD zoning allows for reasonable use of the property in the short term while facilitating the long-term development of the parcel as a mixed-use center with a blend of complementary uses. The use of PUD zoning allows for multiple buildings to be placed on a single lot permitting a more efficient and effective use of land and allowing for shared parking and other synergies between uses that minimize the amount of impervious surface required for road and vehicular use areas. 3. High quality of design and design compatible with surrounding land uses, including both existing and planned. Site planning, landscaping and building architecture should reflect higher quality design than is found elsewhere in the community. Finding. This area is intended to serve as the City’s southern gateway. For this reason, the PUD ordinance will require that building elevations facing Highway 61 will exceed the City’s minimum design standards. Proposed buildings will be reviewed through the site plan review process and be required to comply with this and all other applicable standards. 4. Sensitive development in transitional areas located between different land uses and along significant corridors within the city will be encouraged. Finding. The mix of uses permitted by the PUD will create sensitive transitions between the mixed uses permitted near the intersection Highway 101 and Highway 61 and the future high density residential areas to the east of this site. As this corridor and intersection serve as the City’s southern gateway, a thoughtful and smooth transition between uses is critical. 5. Development which is consistent with the Comprehensive Plan. 200176 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 7 Finding. The use of PUD zoning sets up the framework for the property to develop as a true mixed-use district including retail, office, and residential uses once sanitary sewer becomes available to the site, while allowing immediate use of the site as a storage facility. Traditional zoning would not be able to accommodate both the short- and long- term usage of the site in a manner consistent with the Comprehensive Plan. Additionally, the Comprehensive Plan requires PUD zoning for property’s with a Mixed land use designation. 6. Parks and open space. The creation of public open space may be required by the City. Such park and open space shall be consistent with the Comprehensive Park Plan and overall trail plan. Finding. The Comprehensive Park Plan does not propose public lands in this area. The preservation of open space and undisturbed areas on the site is facilitated by the consolidation of development allowed by the use of PUD zoning, particularly the ability to place multiple buildings on a single lot. 7. Provision of housing affordable to all income groups if appropriate with the PUD. Finding.Not applicable as part of this development; however, the PUD does permit multi-family housing which will increase the range and type of housing options available within the community. 8. Energy conservation through the use of more efficient building designs and sitings and the clustering of buildings and land uses. Finding. Energy conservation will be facilitated through permitting the clustering of buildings on a single lot. 9. Use of traffic management and design techniques to reduce the potential for traffic conflicts. Improvements to area roads and intersections may be required as appropriate. Finding. Appropriate traffic management techniques will be used. The developer and future site users will be required to use traffic demand management strategies as appropriate, which will be reviewed during the site plan review of projects within the PUD. For the above reasons, staff believes the applicant’s request for rezoning to PUD is justified. The proposed PUD ordinance is provided below: Flying Cloud Center (PUD 2022-04A) 201177 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 8 A. Intent The purpose of this zoning is to create a Mixed-Use Planned Unit Development (PUD) accommodating a mix of commercial, office, residential, and warehousing uses, with the intention that the warehousing uses be phased out after municipal sewer becomes available. The use of the PUD zoning is to allow for a greater variety of uses consistent with the property’s “Mixed” Land Use guidance and to allow for more flexible design standards in order to ensure a higher quality and more sensitive development. B. Uses The allowed uses in this zoning shall be as listed in this section. If there is a question as to whether or not a use falls under a stated category, the Community Development Director shall make that interpretation. a. The following are Permitted Uses: i. Antennas as regulated by article XXX of the Zoning Code ii. Arts, Entertainment, and Recreation iii. Banks and Financial Institutions iv. Brew pub, subject to the requirements of section 20-968 v. Brewery operated in conjunction with a taproom producing less than 3,500 barrels per year, subject to the requirements of section 20-969 vi. Clinics vii. Clothing and Clothing Accessories Stores viii. Electronics and Appliance Stores ix. Food and Beverage Stores x. Gasoline Stations xi. Health and Personal Care Stores xii. Microdistillery operated in conjunction with a cocktail room, subject to the requirements of section 20-967 xiii. Multifamily dwellings 1. Maximum of 46 units xiv. Offices xv. Restaurants xvi. Personal and Laundry Services xvii. Sporting Goods, Hobby, Musical Instrument, and Book Stores xviii. Warehousing and Storage 1. No new warehousing and storage uses shall be permitted for this PUD after municipal sewer becomes available. b. The following are Permitted Accessory Uses: i. Accessory Solar Energy Systems (subject to the requirements of section 20-1093) ii. Garage as part of a multifamily residential development iii. Parking Lots iv. Signs as per allowed in a General Business District 202178 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 9 1. Signs must reflect the quality of the development and must be architecturally compatible with the buildings materials and colors v. Temporary outdoor sales and events (subject to the requirements of section 20-964) C. Lot Requirements and Setbacks a. Shall be as specified for the General Business District b. Maximum height is as follows: i. For the principal structure, three stories/35 feet ii. For accessory structures, one story/15 feet D. Design Standards a. This area is part of the City’s southern gateway and as such it is expected that building elevations facing Highway 61 will exceed the minimum standards established by Divisions 7 and 9 of Article XXIII of the City Code. SITE PLAN REVIEW The applicant is proposing two 22,600-square foot and two 20,000-square foot buildings which will be used for indoor boat storage. The applicant has stated that the site will have no outdoor storage or exterior trash receptacles. The applicant has stated that there is minimal need for parking as employees will only be onsite when loading and unloading boats and that the facility will not be open to the public. While the applicant is requesting site plan approval for all four buildings, the project will be built in phases based on cost and utilization. 203179 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 10 Architectural Compliance Size Portion Placement The buildings will be arranged so that the storage bays face the interior of the development. Due to the proposed use and lack of public access, the buildings will not have a traditional main entryway, nor is it desirable for the building’s entrances to face the public streets. Since the only entries to the buildings are the interior oriented service and overhead doors the City’s entrance requirements do not apply to this development. The City Code also requires that buildings over 40 feet in width be divided into smaller increments through façade articulation. The buildings will use architectural towers, various siding materials and textures, and a two-tone color scheme to achieve articulation along the most visible southern and western elevations. These techniques combined with the proposed landscape plantings meet the intent of the City’s design standards, especially taking into account the constraints imposed by the nature of the use. Material and Detail The buildings will use a relatively small amount of brick for the architectural towers with the bulk of the buildings’ siding being either vertical metal siding with a stucco finish or metal tongue and groove lap siding with a woodgrain finish. The lower portions of the building and 204180 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 11 areas not covered by siding will be color integrated concrete masonry unit rock face block. Higher quality materials are concentrated along the visible south and west facades, while the much lower visibility north and south are almost entirely comprised of the vertical metal siding. Given the nature of the use, staff believes the proposed materials are of acceptable quality. Color The building will utilize muted browns, grays, and off white colors to help the buildings blend in with the natural landscape. A two-tone color scheme is proposed to help break up the façade; however, there are no sharply contrasting colors and color integrated overhead doors are being utilized instead of white to avoid starkly contrasting colors. The proposed color scheme meets the requirements of the City Code. Height and Roof Design The buildings will be approximately 28.9 feet in height measured from highest grade to the midpoint of the highest gable, and will feature roofs with a 4:12 pitch. The tower portion of the southern building will have a height of approximately 34 feet measured form highest grade to the midpoint of the highest gable. Both the proposed building heights and roof configuration meet the requirements of the City Code, and the applicant has stated that no rooftop equipment is proposed, therefore rooftop screening is not required. The roof will be a medium bronze color metal roof. Façade Transparency The City Code requires that 50 percent of the first floor elevation viewed by the public include transparent elements such as windows or doors; however, it allows for buildings whose function does not readily allow for windows, such as storage buildings, to have reduced fenestration standards so long as sufficient architectural detailing is used. The most visible eastern and southern elevations of the proposed buildings range from between roughly 10 to 17 percent façade transparency. The applicant’s buildings propose using changes in colors, materials, and the presence of architectural towers to create architectural interest to compensate for the reduced façade transparency. Due to the fact that these buildings are unoccupied storage facilities and given the security concerns associated with requiring large ground level windows, the development qualifies for reducing the façade transparency requirements. Staff believes the proposed architectural detailing along the south and west elevations is adequate, especially since the applicant previously responded to staff concerns about the proposed façade transparency by significantly increasing the size of the windows in those elevations. Site Furnishings The nature of the applicant’s proposal, i.e. no permanent employees or public access, makes the inclusion of benches, tables, and chairs impractical and unnecessary. 205181 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 12 Fence The applicant has indicated that a fence and gate may be added in the future. Any future fence would need to abide by the eight foot height limit, be located outside of the required front yard setback and sight distance triangle. The fence would also need to be located behind the required landscape buffers. A permit would be required prior to the construction of any future fencing. Loading Areas, Refuse Area, Etc. The applicant has stated that no external trash enclosures will be present on the property as the nature of the operation will not generate trash. All storage bays will be oriented towards the interior of the development and will be minimally visible from public streets. Lot Frontage and Parking Location Due to the fact that there will be no permanent employees or public access, the applicant is providing five parking spaces. The location of these spaces meet the City’s requirement that no more than 50 percent of the parking area shall be between the front façade of the principal building and the primary abutting street. ACCESS The preliminary plat abuts and gains access from Carver County right-of-way. Thus, the applicant must coordinate with Carver County regarding any additional considerations and potential conditions associated with easements for the property as well as any requirements associated with ingress/egress and construction activities such as during grading and hauling operations. The applicant will use the existing access to Flying Cloud Drive. Access to the site is currently had from Flying Cloud Drive (CSAH 61) and is located near the eastern property line. Since the property has access from a county road, a turnaround is being proposed as required by Section 20-1122 of the City Code. The preliminary plans indicate that the current access will remain and no additional accesses to the surrounding Carver County rights-of-way are proposed. The development will be required to construct a commercial driveway access in accordance with City standards. Any comments or conditions by Carver County associated with impacts to their rights- of-way must be adhered to and all permits required must be obtained prior to construction activities commencing. Carver County is requiring that the applicant shift the median on Flying Cloud drive west by 60 feet to accommodate truck and trailer left turns into the subject site. The applicant can coordinate with Carver County Public works on the design specifics. An access permit will be required for access to CSAH 61 due to the change in use. 206182 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 13 EASEMENTS The preliminary plat provided dated December 4, 2018 and produced by James R. Hill, Inc., illustrates typical 10-foot public drainage and utility easements (DUE) along all property lines. Additional public DUEs were also provided over public utilities (only water main at this phase) extending into the property. The location of the additional DUE over the public water main are subject to change upon addressing the conditions associated with the public water main as discussed under the “Sanitary Sewer and Water Main” section of this report Any and all existing easements must be vacated as proposed prior to recording of the final plat. GRADING AND DRAINAGE The existing conditions plan sheet and drainage maps included in the submittal show an existing building near the center of the property with access to Great Plains Boulevard provided by an asphalt parking area and gravel driveway. Stormwater runoff generally flows from north to south down the slope of the site where it enters a drainage swale along Flying Cloud Drive. The drainage swale conveys stormwater from west to east. Stormwater leaves the site by way of an existing 48” culvert under Flying Cloud Drive which conveys the stormwater to the south through stormwater pond Bluff Creek 9-2-1 and into Bluff Creek before ultimately outleting to the Minnesota River. The preliminary plans provided with the submittal show a significant amount of grading. The design steepens the hill on the northeast side of the site to create a flat area conducive for the four proposed buildings with access and parking. The proposed design uses a combination of drainage swales and stormwater infrastructure to collect and convey stormwater into a Best Management Practice (BMP) located on the southwest corner of the property. The design shows stormwater being conveyed from the proposed BMP to the existing swale along Flying Cloud Blvd through an outlet control structure. Any impacts to Carver County’s right-of-way must be approved and permitted by the County prior to construction activities. The overall design of the stormwater infrastructure mimics the flow path of the existing condition and acts to convey stormwater runoff from impervious surfaces through water quality BMPs. The Hydrologic and Hydraulic HydroCAD models show the site is decreasing rates leaving the site for the 2-, 10- and 100-year storm events. Carver County is requesting drainage calculations and data for the proposed development and is requesting that the applicant’s engineer meet with them to confirm the stormwater calculations. They have expressed concern regarding the outlet for the proposed stormwater treatment ponds which is up gradient from the trail below. They have indicated that drainage should be directed further east into the existing ditch rather than to the west side of the development. The proposed drainage must not adversely impact the County right of way and must be compatible with the 207183 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 14 existing ground in the County right of way. The County will need to review and approve the final grading plans, and a grading permit will be required for grading work within the highway right- of-way. EROSION CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a preliminary Surface Water Pollution Prevention Plan (SWPPP) and it generally appears feasible. The SWPPP is a required submittal element for preliminary plat review. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub-contractors are identified and as other conditions change. RETAINING WALLS A retaining wall with a maximum height of approximately seven feet is being proposed on the north side of the property as well as a retaining wall with a maximum height of approximately four feet along the east side of the property. The applicant has stated that they will use a modular block gravity retaining wall system and has acknowledged the City’s requirement that permits are required for all walls with engineered designs being required for walls over four feet in height. Portions of the retaining walls are illustrated to be either close to or directly over the eastern property line. Due to the proximity to the property line, staff is concerned that the construction of these walls would require construction activities to occur on the abutting property. If this is the case, the construction of any improvements that impact or require access to abutting properties must have the appropriate right-of-entry agreements and/or temporary construction easements prior to construction operations commencing. LANDSCAPING A PUD is expected to ‘protect… mature trees…’ and ‘reflect higher quality design of…landscaping’. Existing vegetation on the site consists of many pioneer tree species. These types of trees that are the first to populate a site, often after a disturbance. Common species on the site include box elder, 208184 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 15 Siberian elm, green ash, cottonwood, and hackberry. The applicant is able to save the existing trees along the north property line adjacent to the regional trail corridor which is a mix of hackberry, elm and box elder. While the elm and box elder may not be highly desirable trees, they do provide nesting and habitat for birds and pollinators. Preserving these trees also helps to meet buffer yard requirements for the north property line. The applicant is proposing a native prairie seed mix along the north property line. This location is ideal for a dry prairie seed mix that will work to provide habitat on site, provided that the proper establishment of the seed is followed. Staff recommends that the applicant provide a 3-year prairie management contract to ensure the establishment of the native plants. The applicant is proposing a diverse mix of tree and shrub species but needs to incorporate two additional understory genera in order to meet minimum diversity as required by ordinance so that no genus has more than 10 trees in quantity. Buffer yard plantings are required along the property lines. The landscape plan shows the following proposed landscaping for the site, which does not meet the minimum requirements for 209185 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 16 buffer yard plantings on the south, west and east sides of the site. Staff recommends that the applicant be required to meet the minimum requirements for buffer yards in these areas. Required plantings Proposed plantings Buffer yard A – North prop. line, Regional Trail, 780’ 7 overstory trees 14 Understory trees 21 Shrubs 19 overstory trees - existing 0 Understory trees 46 Shrubs Buffer yard B – South prop. Line, Hwy 61, 700’ 14 overstory trees 28 understory trees 42 shrubs 11 overstory trees 23 understory trees 25 shrubs Buffer yard B –west prop. line, Hwy 101 Great Plains Blvd, 500’ 10 Overstory trees 20 Understory trees 30 Shrubs 5 Overstory trees 8 Understory trees 20 Shrubs Buffer yard A - East property line, 460’ 4 Overstory trees 9 Understory trees 13 Shrubs 4 Overstory trees 8 Understory trees 12 Shrubs The vehicular use area is required by Code to have landscaping that includes islands or peninsulas for every 6,000 sq. ft. of use area as well as landscaped areas and trees in and around the parking area in order to reduce the overall heat island effect of pavement and improve aesthetics of the site. Minimum requirements for landscaping for the parking lot include 3,090 sq. ft. of landscaped area around the parking lot, five landscaped islands or peninsulas, and 12 trees for the parking lot. The applicant’s proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table: Required Proposed Vehicular use landscape area 3,090 sq. ft.0 sq. ft. Trees/parking lot 12 trees 0 trees Landscape islands or peninsulas/parking lot 5 islands/peninsulas 0 islands/peninsulas The applicant has requested a variance from this standard due to the fact that they are only creating five parking stalls and the rest of the vehicular use area needs to be unobstructed to facilitate truck and trailer movements. Since landscaped islands would impede safe and efficient traffic movement on the site, staff supports the variance request to not install landscape islands in the vehicular use area; however, when the use of the site changes and parking is included, then all landscaped islands and/or peninsulas required by Code shall be installed. LIGHTING One LED light along the driveway is proposed to be mounted approximately 10 feet above grade and LED lights in decorative housing will be mounted approximately 10 feet above grade along 210186 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 17 the building facades fronting the vehicular use area. Details were not provided for the proposed housings; however, both the pole and building mounted lights will need to be shielded with a total cutoff angle equal to or less than 90 degrees. Staff believes the proposed lighting is adequate for the intended use as there is no parking lot or public access to the site. SIGNAGE No signage is planned or being proposed at this time. The PUD will incorporate the requirements of the City’s Sign Code for the General Business (BG) District and require that all signage be architecturally compatible with buildings’ materials and colors. If signage is proposed in the future, it will require a permit and be reviewed for compliance with these standards. MISCELLANEOUS If an HVAC system is required, any and all exterior components will need to be screened from public view, either through the use of materials similar to the building materials or by using heavy landscaping that will be effective in winter. Section 2902.1 of the International Building Code exempts structures that are typically unoccupied from needing to provide restroom facilities. As these buildings will be used for storage and will not have permanent employees on site, the City is waiving the requirement to provide bathrooms. Since no bathrooms are required, a septic system will not need to be installed. Based on Carver County property information there appears to be two parcels abutting the preliminary plat’s eastern property lines that are listed as “Parcel ID: Gap”. It is unclear if these parcels are being considered in the lot combination of the PUD, or if they are being considered a part of the adjacent lot to the west (PID #250361300). Clarification regarding the status of “Parcel ID: Gap” in conjunction with the proposed plat will be required prior to recording of the final plat from either the County or the applicant. The technical details of the final plant will need to be reviewed and approved by the County Surveyor. PARKS In 2005, a Stipulation of Settlement (Court File No. 10-CV-05-48) between PCH Development, LLC and the City of Chanhassen was agreed to regarding the Park Dedication fees and Surface Water Management fees surrounding the subdivision of the “Paws Claws and Hooves Addition” subdivision (Planning Case #2003-04 and the property of this Conceptual PUD). The Park fee was reduced to $2,800. The settlement agreement states, “If all or any part of the property is changed to a different principal use or further subdivided, the property shall be subject to payment of additional Park Dedication and Surface Water Management fees based upon the rates in effect at that time applicable to the proposed use and type of municipal approval requested.” However, as the stipulation was between the property owner and the City and was not required to 211187 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 18 be memorialized against the property, when the property owner changed from PCH Development, LLC the agreement ceased to be in force. As a result, no Park fees will be required. If the property is subdivided in the future, Park fees will be collected at the rate in affect at the time of platting, minus the $2,800.00 already paid. STORMWATER MANAGEMENT The project site is located within the Lower Minnesota River Watershed District (LMRWD). The proposed development will exceed the one (1) acre of new impervious area and will therefore require permanent stormwater BMPs to be constructed as part of this project and maintained by the owner. The project will be subject to stormwater regulations outlined under LMRWD Rule D including rate, volume, and water quality. Based on the LMRWD’s website, a portion of the site includes Steep Slopes as defined by the LMRWD and will be required to meet LMRWD Rule F. The City of Chanhassen also regulates the design, construction, and maintenance of stormwater infrastructure. Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP), and runoff rate control for the 2-, 10-, and 100-year storm events. A stormwater maintenance agreement and associated operations and maintenance plan is required for all private stormwater BMPs. The LMRWD requires volume control equal to one inch of runoff from impervious surfaces. The site is proposing 2.99 acres of impervious which requires 10,852 cubic feet of volume control. The filtration bench provides 16,921 cubic feet of volume control below the outlet meeting the volume control requirement. The design of the BMP is highly dependent on soil types and infiltration rates of the underlying soils. Soil borings, infiltration testing and an associated geotechnical report will be needed to confirm the design of the stormwater BMP. No geotechnical report was included as part of the reviewed submittal. If the soil borings show onsite soils are conducive to infiltration, the BMP will need to be redesigned to allow for infiltration in line with LMRWD rules. If the soil borings support the current filtration bench design, because the site is providing more volume control than is required, the project will be meeting the water quality rules. A number of comments pertaining to the P8 modeling of the site have been provided to the applicant which should be addressed to confirm the water quality treatment being provided. The Stormwater narrative and supporting hydrologic and hydraulic HydroCAD models were reviewed and found to have a few inconsistencies from the plans provided such as a different amount of proposed impervious, not properly modeling the proposed filtration bench, and not including the overflow from the pond. The current modeling shows the site meets rate control 212188 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 19 requirements showing a decrease in discharge rates leaving the site from the existing condition to the proposed condition in the 2-, 10- and 100-year storm event. The applicant shall update the hydrologic and hydraulic models based on comments from City staff and provide satisfactory models, and rate analysis confirming compliance with requirements prior to recording the final plat. As noted in Appendix H of the City’s Surface Water Management Plan dated August 2006, the City requires at least three feet of freeboard between a building elevation and adjacent ponding features. The site is currently meeting this freeboard requirement with respect to the proposed BMP HWL elevation of 730.44. Once the HydroCAD models have been updated, it should be confirmed the site is still in compliance with the City’s 3-foot freeboard requirement between the HWL and adjacent buildings. The grading plan shows there is only 0.4 feet of vertical separation between the intermediate EOFs within the driving area and the adjacent buildings proposed first floor elevation. The grading plan should be updated to provide a minimum 1.0 feet of separation between these EOFs and the adjacent buildings as outlined in Chapter 19 of City Code. The City’s water resources engineer reviewed the preliminary plans provided with the submittal. Specific comments regarding the design of stormwater infrastructure and BMPs were provided to the applicant. In 2005, a Stipulation of Settlement (Court File No. 10-CV-05-48) between PCH Development, LLC and the City of Chanhassen was agreed to regarding the Park Dedication fees and Surface Water Management fees surrounding the subdivision of the “Paws Claws and Hooves Addition” subdivision (Planning Case #2003-04 and the property of this Conceptual PUD). The Surface Water Management fee was reduced to $9,900.00 and was paid on July 25, 2005. The settlement agreement states, “If all or any part of the property is changed to a different principal use or further subdivided, the property shall be subject to payment of additional park dedication and surface water management fees based upon the rates in effect at that time applicable to the proposed use and type of municipal approval requested.” However, as the stipulation was between the property owner and the City and was not required to be memorialized against the property, if the property owner changes from PCH Development, LLC no stormwater fees will be required. If the property is subdivided in the future, stormwater fees will be collected at the rate in affect at the time of platting, minus the $9,900.00 already paid. UTILITIES Currently, municipal sanitary sewer and potable water services are not available to the site. During the build-out of the Highway 101 Realignment project, which was substantially completed in 2021, public sanitary sewer mains and water mains were extended along the corridor. However, these newly extended utilities are not fully active nor ready for operation to service properties, as such the site does not have adequate public sanitary and water to fully serve the development’s needs. 213189 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 20 In 2014, a Highway 61 corridor study was conducted in response to several near and long-term infrastructure projects at the time (e.g. Highway 101 Realignment, CSAH 61 reconstruction, flood mitigation projects, etc.) which prompted the City to investigate the feasibility of extending public utilities to the southern portion of the City. The study, known as “County Road 61 Corridor Plan”, conducted by SRF in association with Hoisington Koegler Group, Inc., determined that utility extensions were feasible within the study area. The image below, taken from Figure 3.1 of the City’s 2040 Comprehensive Plan, depicts the City’s existing and planned sanitary sewer in this area (planned water system build-out generally adheres to the same areas and alignments). The proposed development falls within the southcentral region of sanitary subdistrict LB-1 (the Lower Bluff Creek District). The 2014 study estimated costs and fee revenue associated with extending City utilities to the study area, along with estimated utility assessments per acre, which are shown in Tables 1 and 2. 214190 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 21 With a lack of adequate City utilities in the area, the development will be required to provide private utility services (sanitary sewer and potable water) to adequately meet the needs of the development. The City has agreed to allow the development to tap into the public water main which was extended with the Highway 101 Realignment project, but only to service the development’s fire suppression needs. At this time, there is not sufficient demand along the extended water main to supply water to the quality standards that the City requires for consumption. This is important to note because the preliminary plans provided indicate the existing well on-site is proposed to be abandoned. If the site will have any fixtures requiring the use of water other than for fire suppression needs, a private source of water supply must be used for those fixtures. The preliminary plans indicate a sanitary sewer main to be installed within the development that then connects to the public main extended within the CSAH 61 right-of-way. This connection is not approved as the public sanitary sewer is not active nor ready for operation to service properties. If the applicant desires to construct sanitary sewer services and/or mains to service the future needs of the development, the applicant will be required to concurrently extend the public sanitary sewer main along CSAH 61 right-of-way to the eastern property line and cap the service line to the development. The preliminary plans indicate tapping of the existing public water main for fire suppression needs at the southwest corner of the property. As shown on the preliminary plans this would be infeasible as the water main was housed in a casing at the location, and would be required to be extended further east to facilitate the connection. Regardless, the development will be required to 215191 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 22 extend the 12” C900 PVC public water main to the eastern property line along CSAH 61 right- of-way. The extension into the site must be along or near the improved private access to allow for reasonable access for future repair and maintenance and of adequate diameter to service the needs of the development. Adequate public drainage and utility easements will be required over the public main as it extends into the site. Private fire laterals can then be tapped from the public main as necessary. The applicant and their engineer shall work with City staff on amending the construction plans, dated May 6, 2022 prepared by Joel G. Cooper, PE with James R. Hill, Inc., to fully satisfy staff concerns. Final construction plans will be subject to review and approval by staff to ensure adherence to the most recent edition of the City’s Standard Specifications and Detail Plates and City Ordinances. The property and potential future properties associated with this developable area will be specially assessed for the extension of the public sanitary sewer when they connect. When the property and potential future properties connect to municipal services they will also be required to pay the utility hook-up fees at the rate in effect at the time of hook-up. Lastly, prior to commencement of any utility work, a copy of all required permits from the appropriate regulatory agencies shall be provided to the City which shall include but is not limited to the Minnesota Department of Health, Carver County, etc. COMPLIANCE TABLE Code Project Building Height 3 stories 1 story 35 feet 34 feet Building Setback N - 50' E - 10'N - 132' E - 75' W - 25' S - 25'W - 190' S –50’ Parking Stalls 48 stalls*5 stalls** Parking Setback N - 50' E - 10'N - 190' E - 30' W - 25' S - 25' W - 60' S - 150' Hard Surface Coverage 70%35.9% Lot Area 20,000 sq. ft.382,855 sq. ft. (8.33 ac.) *Unless applicant demonstrates that due to business model less parking is required. **Due to lack of permanent employees and no public access, staff is comfortable with provided parking. 216192 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 23 Note: Listed “Code” parking setbacks can be reduced to 10 feet if 100 percent screening is provided at least five feet above the parking lot. This screening must be in the form of berms and landscaping. RECOMMENDATION Staff recommends that the Planning Commission adopt the following motion: The Chanhassen Planning Commission recommends City Council approve Planned Unit Development rezoning, site plan, vacation, consolidation of lots, and variance, subject to the conditions of approval and adopt the Findings of Fact and Recommendation: Planning: 1. Light fixtures must be downcast have a 90 degree cut off as required by Section 20-913 of the City Code. 2. Any proposed signage will require a separate sign permit and must conform to the requirements of the PUD ordinance and City Code. 3. Any future fencing will require a permit and must meet the requirements of the City Code. 4. Approval of the site plan is contingent upon consolidation of the two parcels into a single lot. 5. Retaining walls under four feet in height require a zoning permit. 6. Any future HVAC systems will need to have any and all exterior components screened from public view, either through the use of materials similar to the building materials or by using heavy landscaping that will be effective in winter. Environmental Resources: 1. The applicant shall meet minimum requirements for buffer yards. A revised landscape plan shall be submitted to the City. 2. The applicant shall provide a 3-year prairie establishment and management plan for the native seed area specified on the landscape plan. 3. When the use of the site changes and parking is included, then all required landscaped islands and/or peninsulas shall be installed. 4. Incorporate two additional tree understory genera to Plant Schedule in order to meet minimum diversity as required by ordinance so that no genus has more than 10 trees in quantity. Fire: 1. Building must have Fire department lock boxes for access. 2. All buildings will require fire sprinkler systems. 3. If fence is added in the future it must have fire department access boxes or gate switches (if electronic). 4. No hazardous material (i.e. gasoline, oil, etc.) may be stored on site. Building: 1. A building permit must be obtained before beginning any construction. 217193 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 24 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. a. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Codep; additional comments or requirements may be required after plan review. b. The building is required to have automatic fire extinguishing systems. c. Structure proximity to property lines (and other buildings) will have an impact on the Code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. d. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Exterior walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. 3. Retaining walls (if present), more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 4. International Building Code section 2902.1 exception: states that when approved by the building official, buildings or structures that are normally unoccupied, such as picnic shelters, amphitheaters, small transit stop stations, cold storage buildings, utility sheds, warming house, kiosks, concession stands and similar structures, need not be provided with restroom facilities. As these buildings will be used for storage and will not have employees on site, the requirement to provide a bathroom is waived and a septic system does not need to be installed. Park: 1. If the property is subdivided in the future, Park fees will be collected at the rate in affect at the time of platting, minus the $2,800.00 already paid. Engineering: 1. Adequate public drainage and utility easements are required over any publicly owned and maintained water mains and will be subject to review and approval by staff prior to the recording of the final plat. 2. Any existing easements within the final plat area must be vacated prior to recording of the final plat. 3. The two parcels along the development’s eastern property lines listed with Carver County’s property information as “Parcel ID: Gap” will need to be identified appropriately prior to recording of the final plat. 4. Encroachment agreements are required of any proposed improvements within public drainage and utility easements after review and approval by the City Engineer. 5. The construction of any improvements that require access to adjacent properties shall receive a temporary construction easement or right-of-entry prior to issuance of any building permits. 218194 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 25 6. Retaining walls over four feet in height shall be constructed in accordance with plans prepared by a registered engineer and shall be privately owned and maintained. 7. The development shall construct a commercial driveway access in accordance with the most recent edition of the City’s Standard Specifications and Detail Plates. 8. Any private utility needed to service the development, including sanitary sewer and potable water, will be required to be provided by the developer as the property is not serviced by adequate city utilities. 9. The proposed connection to the public sanitary sewer main is not approved. 10. The proposed water main tap to the public main shall only be used for fire suppression needs for the development. 11. The developer shall extend the 12” C900 PVC public water main to the eastern property line along CSAH 61. 12. The water extension into the site must be along or near the improved private access to allow for reasonable access for future repair and maintenance. 13. The applicant and their Engineer shall work with City staff in amending the construction plans, dated May 6, 2022 prepared by Joel G. Cooper, PE, to fully satisfy all plan review comments. Final construction plans will be subject to review and approval by staff. 14. The property and potential future properties associated with the final plat will be specially assessed for the extension of the public sanitary sewer when they connect. 15. The property and potential future properties associated with the final plat will be required to pay utility hook-up charges at the rate in effect at the time of connection to municipal services. 16. All required permits from the appropriate regulatory agencies including but not limited to the Minnesota Department of Health, Carver County Public, etc. shall be provided to the city prior to issuance of building permits. Water Resources: 1. The applicant shall provide a copy of an approved permit from the LMRWD as part of the building permit submittal to the City. 2. The applicant must submit soil borings and a geotechnical report with the building permit submittal to the City. Any modifications to the current design based on the geotechnical findings will be reviewed with future submittals to confirm compliance with the City’s requirements. 3. The applicant must update the hydrologic and hydraulic models per City comments and submit updated computations and models in their native forms with the building permit submittal to the City. 4. The applicant shall update P8 water quality modeling and resubmit the models in their native form to confirm the City’s water quality rule is met with the building permit submittal to the City. 5. The applicant shall update plans to provide the required freeboard from the proposed buildings and the EOF. 6. The applicant shall update plans to show wetland buffer markers and native vegetation in the wetland buffer area. 219195 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 26 7. The applicant shall enter into an Operations and Maintenance Agreement for any proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. 8. If the property is subdivided in the future, stormwater fees will be collected at the rate in affect at the time of platting, minus the $9,900.00 already paid. Carver County: 1. Median on CSAH 61 (Flying Could Drive) must be shifted west 60 feet to accommodate a truck and trailer pull out of the way of traffic when making left turns into the subject site. This improvement shall be made at the expense of the applicant and an excavation permit will be required. Applicant can coordinate with Carver County Public works on design specifics. A plan set shall be developed and signed by a licensed Engineer. 2. Provide drainage calculations and data for proposed development. Drainage should be carried and directed further to the east into the roadside ditch that currently exits instead of to the west side of the development on the steep slopes and directly pointed at the trail embankment. 3. Confirm that proposed drainage will not create an adverse impact to the County right of way. 4. Proposed grading shall tie-in and be compatible with the existing ground in the County right of way. 5. Outlet apron needs to be stabilized per design guidance from MnDOT to minimize the erosion risk. 6. Applicant’s engineering shall meet with Carver County Public Works to confirm the stormwater calculations. 7. Carver County will need to review and approve final grading plans. A grading permit will be required. 8. An access permit will be required for access to CSAH 61 due to the change in use and connection of the site improvements to CSAH 61. A deposit will be required to ensure work within the right of way for a median change project is to County standards. 9. Technical details of final plat, its boundaries and forms will need to be reviewed and approved by the County Surveyor. 10. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain a Utility, Access, or Excavating/Filling/Grading Permit(s) for Carver County Public Works. Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits being issued. 11. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to be remedied or updated at development expense, including costs incurred by the County. ATTACHMENTS 1. Proposed PUD Ordinance 220196 10500 and 10520 Great Plains Boulevard PUD Rezoning August 16, 2022 Page 27 2. Findings of Fact and Recommendation 3. Variance Document 4. Draft Site Plan Agreement 5. Development Review Application 6. Project Narrative 7. Response to City of Chanhassen 8. Site Plan Review Set 9. Updated Landscaping Plan 10. Stormwater Narrative 11. Storm Sewer Sizing Worksheet 12. Storm Drainage Area 13. Variance Request 14. Engineering Memo 15. Carver County Memo 16. Carver County Attachment 17. Landscaping Memo 18. Public Hearing Notice and Mailing List g:\plan\2022 planning cases\22-04 10500 and 10520 great plains blvd rez and spa\rsi concept pud staff report.doc 221197 222198 223199 224200 225201 226202 227203 228204 1 CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA VARIANCE 2022-04A 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants the following variance: The Chanhassen Board of Appeals and Adjustments approves a variance waiving Section 20-1181(b)’s required interior landscaping standards for vehicular use areas. 2. Property. The variance is for a property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as: Lot 1, Block 1, Paws Claws and Hooves Addition, Carver County, Minnesota, Excepting Parcel 1C and Parcel 1D as shown on Carver County Right of Way Plat No. 29, Carver County, Minnesota. And Lot 2, Block 1, Paws Claws and Hooves Addition, Carver County, Minnesota, Excepting Parcel 1A and Parcel 1B as shown on Carver County Right of Way Plat No. 29, Carver County, Minnesota. 3. Conditions. The variance approval is subject to the following conditions: 1. When the use of the site changes and parking is included, then all required landscaped islands and/or peninsulas shall be installed. 4. Lapse. If within one (1) year of the issuance of this variance the allowed construction has not been substantially completed, this variance shall lapse. 229205 2 Dated: September 12, 2022 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 , 2022 by Elise Ryan, Mayor, and Laurie Hokkanen, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 g:\plan\2022 planning cases\22-04a 10500 and 10520 great plains blvd\7-15-22 submittal for 8-16-22 pc meeting\variance document 22-04a.docx 230206 1 CITY OF CHANHASSEN SITE PLAN AGREEMENT #2022-04A RSI MARINE SPECIAL PROVISIONS AGREEMENT dated September 12, 2022, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and RSI Marine & Motor Sports, LLC, (the "Developer"). 1.Request for Site Plan Approval. The Developer has asked the City to approve a site plan forfour single story storage buildings with a combined size of 85,200 square feet, rezoning to Planned Unit Development, vacation of existing drainage and utilities easements, consolidation of lots, and variances from the City’s vehicular area landscaping requirements (referred to in this Agreement as the "project"). The land located in Carver County, Minnesota, is legally described as: Lot 1, Block 1, Paws Claws and Hooves Addition, Carver County, Minnesota, Excepting Parcel 1C and Parcel 1D as shown on Carver County Right of Way Plat No. 29, Carver County, Minnesota. And Lot 2, Block 1, Paws Claws and Hooves Addition, Carver County, Minnesota, Excepting Parcel 1A and Parcel 1B as shown on Carver County Right of Way Plat No. 29, Carver County, Minnesota. 2.Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnish the security required by it. 3.Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A-Site Plan prepared by James R. Hill, Inc., dated May 6, 2022. Plan B-Grading, Drainage and Erosion Control Plans prepared byJames R. Hill, Inc., dated May 6, 2022. Plan C-Landscaping Plan prepared byJames R. Hill, Inc., dated May 6, 2022. 231207 2 Plan D - Architectural Plans prepared byGries Architectural Group Inc., dated May 6, 2022. 4.Time of Performance. The Developer shall install all required screening and landscaping by September 12, 2023. The Developer mayrequest an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5.Security. To guarantee compliance with the terms of this Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $537,875 (erosion control, grading, landscaping, and stormwater improvements). If the Developer requests a Certificate of Occupancy prior to the installation of site improvements, then the developer shall provide to the City with a letter of credit or cash escrow in an amount sufficient to insure the installation of said improvements. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6.Notices.Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer at the following address: RSI Marine. Attn: Rob Schatzle 1533 3rd Avenue W. Shakopee, MN 55379 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7.Other Special Conditions. City Council approves a site plan for four single-story storage buildings with a combined size of 85,200 square feet, rezoning to Planned Unit Development, vacation of existing drainage and utilities easements, consolidation of lots, and variances from the City’s vehicular area landscaping requirements subject to the following conditions: Planning: 1. Light fixtures must be downcast and have a 90 degree cut off as required by Section 20- 913 of the City Code. 2. Any proposed signage will require a separate sign permit and must conform to the requirements of the PUD ordinance and City Code. 232208 3 3. Any future fencing will require a permit and must meet the requirements of the City Code. 4. Approval of the site plan is contingent upon consolidation of the two parcels into a single lot. 5. Retaining walls under four feet in height require a zoning permit. 6. Any future HVAC systems will need to have any and all exterior components screened from public view, either through the use of materials similar to the building materials or by using heavy landscaping that will be effective in winter. Environmental Resources: 1. The applicant shall meet minimum requirements for buffer yards. A revised landscape plan shall be submitted to the City. 2. The applicant shall provide a 3-year prairie establishment and management plan for the native seed area specified on the landscape plan. 3. When the use of the site changes and parking is included, then all required landscaped islands and/or peninsulas be installed. 4. Incorporate two additional tree understory genera into Plant Schedule in order to meet minimum diversity as required by ordinance so that no genus has more than 10 trees in quantity. Fire: 1. Building must have Fire department lock boxes for access. 2. All buildings will require fire sprinkler systems. 3. If a fence is added in the future, it must have Fire department access boxes or gate switches (if electronic). 4. No hazardous material (i.e. gasoline, oil, etc.) may be stored on site. Building: 1. A building permit must be obtained before beginning any construction. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 1. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 2. The building is required to have automatic fire extinguishing systems. 3. Structure proximity to property lines (and other buildings) will have an impact on the Code requirements for the proposed buildings, including but not limited to: allowable size, protected openings and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 4. Building plans must include a Code analysis that contains the following information: Key plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Exterior walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. 3. Retaining walls (if present) more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 233209 4 4. International Building Code Section 2902.1 exception: states that when approved by the building official, buildings or structures that are normally unoccupied, such as picnic shelters, amphitheaters, small transit stop stations, cold storage buildings, utility sheds, warming house, kiosks, concession stands and similar structures, need not be provided with restroom facilities. As these buildings will be used for storage and will not have employees on site, the requirement to provide a bathroom is waived and a septic system does not need to be installed. Parks: 1. If the property is subdivided in the future, Park fees will be collected at the rate in affect at the time of platting, minus the $2,800.00 already paid. Engineering: 1. Adequate public drainage and utility easements are required over any publicly owned and maintained water mains and will be subject to review and approval by staff prior to the recording of the site plan agreement. 2. Any existing easements within the area governed by the site plan agreement must be vacated prior to recording of the site plan agreement. 3. The two parcels along the development’s eastern property lines listed with Carver County’s property information as “Parcel ID: Gap” will need to be identified appropriately prior to recording of the site plan agreement. 4. Encroachment agreements are required of any proposed improvements within public drainage and utility easements after review and approval by the City Engineer. 5. The construction of any improvements that require access to adjacent properties shall receive a temporary construction easement or right-of-entry prior to issuance of any building permits. 6. Retaining walls over 4 feet in height shall be constructed in accordance with plans prepared by a registered engineer and shall be privately owned and maintained. 7. The development shall construct a commercial driveway access in accordance with the most recent edition of the City’s Standard Specifications and Detail Plates. 8. Any private utility needs to service the development, including sanitary sewer and potable water, will be required to be provided by the developer as the property is not serviced by adequate city utilities. 9. The proposed connection to the public sanitary sewer main is not approved. 10. The proposed water main tap to the public main shall only be used for fire suppression needs for the development. 11. The developer shall extend the 12” C900 PVC public watermain to the eastern property line along CSAH 61. 12. The water extension into the site must be along or near the improved private access to allow for reasonable access for future repair and maintenance. 13. The applicant and their Engineer shall work with City staff in amending the construction plans, dated May 6, 2022 prepared by Joel G. Cooper, PE to fully satisfy all plan review comments. Final construction plans will be subject to review and approval by staff. 14. The property and potential future properties associated with the site plant agreement will be specially assessed for the extension of the public sanitary sewer when they connect. 15. The property and potential future properties associated with the site plan agreement will be required to pay utility hook-up charges at the rate in effect at the time of connection to municipal services. 234210 5 16. All required permits from the appropriate regulatory agencies including but not limited to the Minnesota Department of Health, Carver County Public, etc. shall be provided to the city prior to issuance of building permits. Water Resources: 1. The applicant shall provide a copy of an approved permit from the LMRWD as part of the building permit submittal to the City. 2. The applicant must submit soil borings and a geotechnical report with the building permit submittal to the City. Any modifications to the current design based on the geotechnical findings will be reviewed with future submittals to confirm compliance with the City’s requirements. 3. The applicant must update the Hydrologic and Hydraulic models per City comments and submit updated computations and models in their native forms with the building permit submittal to the City. 4. The applicant shall update P8 water quality modeling and resubmit the models in their native form to confirm the City’s water quality rule is met with the building permit submittal to the City. 5. The applicant shall update plans to provide the required freeboard from the proposed buildings and the EOF. 6. The applicant shall update plans to show wetland buffer markers and native vegetation in the wetland buffer area. 7. The applicant shall enter into an Operations and Maintenance Agreement for any proposed privately owned stormwater facilities which shall be recorded concurrently with the site plan agreement. 8. If the property is subdivided in the future, stormwater fees will be collected at the rate in affect at the time of platting, minus the $9,900.00 already paid. Carver County: 1. Median on CSAH 61 (Flying Could Drive) must be shifted west 60 feet to accommodate a truck and trailer pull out of the way of traffic when making left turns into the subject site. This improvement shall be made at the expense of the applicant and an excavation permit will be required. Applicant can coordinate with Carver County Public works on design specifics. A plan set shall be developed and signed by a licensed Engineer. 2. Provide drainage calculations and data for proposed development. Drainage should be carried and directed further to the east into the roadside ditch that currently exits instead of to the west side of the development on the steep slopes and directly pointed at the trail embankment. 3. Confirm that proposed drainage will not create an adverse impact to the County right of way. 4. Proposed grading shall tie-in and be compatible with the existing ground in the County right of way. 5. Outlet apron needs to be stabilized per design guidance from MnDOT to minimize the erosion risk. 6. Applicant’s engineering shall meet with Carver County Public Works to confirm the stormwater calculations. 235211 6 7. Carver County will need to review and approve final grading plans. A grading permit will be required. 8. An access permit will be required for access to CSAH 61 due to the change in use and connection of the site improvements to CSAH 61. A deposit will be required to ensure work within the right of way for median change project is to County standards. 9. Technical details of lot consolidation, its boundaries and forms will need to be reviewed and approved by the County Surveyor. 10. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain a Utility, Access, or Excavating/Filling/Grading Permit(s) for Carver County Public Works. Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits being issued. 11. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to be remedied or updated at development expense, including costs incurred by the County. 8.General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9.Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. CITY OF CHANHASSEN BY: Elise Ryan, Mayor 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 236212 7 DEVELOPER: BY: Its: Rob Schatzle STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this ____ day of _____________, 20___ by Rob Schatzle. __________________________________ NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 237213 8 ( CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1.Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) thissite plan agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2.Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3.License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the site to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4.Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5.Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6.Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrowto the City to secure the warranties at the time of final acceptance. 7.Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made 238214 9 by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8.Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given written notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9.Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the CityEngineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a 239215 10 waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 a.m. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan, the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1.City of Chanhassen; 2.State of Minnesota, its agencies, departments and commissions; 3.United States Army Corps of Engineers; 4.Watershed District; 5.Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 240216 11 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this ____ day of _____________, 20___ By__________________________ _______________________________ STATE OF MINNESOTA ) ( ss COUNTY OF ) The foregoing instrument was acknowledged before me this _____ day of ____________, 20___, by _________________________________. _________________________________ NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 241217 12 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 20___. (Name and title) STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20___, by (name, title and company) . NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 242218 [OFFICIAL BANK LETTERHEAD] IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO:City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2______, of (Name of Bank) "; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 15, 2______. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 15 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, ChanhassenCity Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: ____________________________________ Its _____________________________ 243219 [OFFICIAL BANK LETTERHEAD] 244220 COMMUNITY DEVELOPMENT DEPARTMENT Plannrng Division - 7700 Market Boulevard Mailing Address - P.O. Box 147. Chanhassen, MN 55317 Phone (952) ?27 -1100 tFax. (9521227-1110 Submrtlal Date A--oq /14 CITY OT CIIAI'IIIASSIN APPLICATION FOR DEVELOPMENT REVIEW PC Date cc oate ?l (Refer lo lha approptiate Application Checklist lot rcquired sobmiftal inlomalion lhat l,r,ust accompany this application) E Comprehensive Plan Amendment. ................. E Minor MUSA line for failing on-site sewers ! Conditional Use Permit (CUP) n Single-FamilyResidence n Att others................ E Subdivision (SUB) E Create 3 lots or less E Create over 3 lots ....... . ......( tors) ! Metes & Bounds (2 lots) E Consolidate Lots............ . ... 1<e,rOt Un ,intitrl $600 $100 $325 s425 sTso A s 100$500 as150 ns[,,|,ilhl s100 ! lnterim Use Permit (lUP) ! ln conjunction with Single-Family Residence.. $325 n A others...... .. .... .. $425 D Rezoning (REZ) El Planned Unit Development (PUD) . E Minor Amendment to existing PUD E Lot Line Ad,iustment............. .E Fr"riLt l--.. -. (lncludes $450 escrow for attorney costs). 'Additional egcrow may be requited for other applications through the developmenl contract. Vacataon of Easements/Right-of-way (VAC) (Addational lecordlng fees may apply) Vanance (VAR) .. ..... Wetland Alteration Permit (WAP) I Single-FamilyResidence ! Att others 5300 $200 $150 $275 $100 $500 E A[ others...... E Sign Plan Review... fl site Plan Review (SPR) tA ! Administrative .. -................ t...... (_ thousand square feet) 'lnclude number of CllSlDq employees 'lnc'lde number of 4ql4 employees E Resrdential Orstflcts..... ... .. . Plus $5 per dwelling unit (- Commercial/lndustrial Districts' ..... .. . $500 Plus $10 per 1,000 square feet ot ouiroin! areJ--- U zoning APpeal D Zonlng Ordinance Amendment (ZOA) !qIE: When multiple appllcations are p.ocessed concur.eotly' the approp.iate fee shall be charged for each application. E Notification Sign {c,ty ro instattand remove) " $200 ! Property Owners' LiSt with in 500' lcrty to generate afler pre-app[caton meetrig) . "" '53peraddress(- addresses) ...... .......... s500 units) plv)E Escrow for Recording Documents (check all that n Conditional Use Permit E vacation I Metes & Bounds Subdivision (3 docs.) lnterim Use Permit E Variance D Easements (- easements) S50 Per document fl Site Plan Agreement E Wetland Alterataon Permit a f] Deeds TOTAL FEE:t Description of Proposal: Construction ot cold siorage building and entrance otf of Flying Cloud drive with required site imProvements Property Address or Location 1 O52O GREAT PLAIN BLVD Legal Description Lot 1&2 of Paws & Hooves Addition Parcel # 8.3 3 Wetlands Present?E ves nuo Requested ZoningFringe Business District (BF)Planned Unit Development (PUD) Present Land Use Designation Commercial vacant Total Acreage. Present Zoning Section 1: Application Type (check all that apply) Section 2: Required lnformation ECnecf box if separate narrative is attached Existing Use of Property ...$300 1lrclzz tl,ulr-6o.oayReviewDare qf 4 ZZ- Requested Land Use Designation:Select One 245221 Section 3: Proparty Ownor and Appllcant lnformatlon APPLICANT OTHER THAN PROPERTY OUIINER: ln signing this applEation, l, as applksnl represent to have obtained authonzation from the property owne, to file this application I agree to be bound by conditions of aPproval, subject ooly to the right to obiecl at the hearings on the application or during the appeal penod lf lhis application has not been slgned by the property owner, I have attaahed separaie documentation of full legal capacity to file the apdi€alion This application shoulrt-be irocesseO in my name and I am the party whorn the City should contact regarding any mattet p€rtaining to this application I will keep misetf infonned of the deadiines for submission of material and the progress ol 6is applbation l furiher untterstand th;t additional te€s may be charged tor consulting fees, feasibility studies, etc. with an estimate prior to any authonza$on to proceed with the studi I cerlit that the information and exhibits submitted are true and correcl. Name Address' Name RSI Marine Address 1533 3rd Ave W Cityistate/Zip Emaill Shakopee rob@rsima com Sign City/State/Zip Email: Signature: PROJECT ENGINEER (if aPPlicable) James R Hill.lnc Address 2999 w county road 42 fl1OO City/Stat€r'Zp Bumsvill€. mn 55306 Email igcooper@irhinc.com . Rob Scfiatzl€ (es2) 23$2084 (612) 839-9990 5t5t22 . Joel G Coop€r (952) 89G6044 (612) s0&e$0 Contact Phone: PROPERTY OlilNER: ln signing this application, l, as property owner, have full legal capacity to, and hereby do, authorize the filing of this ai'plidtion. I understand thatconditions of approval are binding and agree lo be bound by those condtions, subjeit only to ih; right to object at the hearings or during the appeal periods. I will ke€P mysetf informed ot the deadtines for submission of materialind the progrestof his application. I turther understand that a(Hitional tees may be charged for consulting Ees, leasibility studies. etc. wilh an estimate prior to any authorization to proceed with the study. icertify that the information and exhibits submitted are lrue and correc't Contact Phone: Cell: Fax: Dato Cell Fax: Date Cell Fax This application must be compleled in full and musl b€ accompanied by all infonnalion and plans required by ,ootiJ[t" Cit, Ortinance provisions. Before filing this application, refer to the appoPrbte A0d*xtion Checklist "Ii "oneryiir' tne ptanning Depaturcnt to determine the specific ordinance and applicable Procedural requiremenE and fees. A determination of completeness of the application shall be.made within 15 business days of applioation submittal. A ;-iti,; ;;G;;pptication oeficiencies ahall be mailed to the applicant within 15 business days ot applbation. Contract Phona: Section4: Notificalion lnfotmation I Mail€d Pap€r CoPy n Maabd Paper copy fl Mailed Paper CoPY E tvtaiteo Paper copy INSTRUCTIONS TO APPLICAI{T: Complete all necessary. device-TRtNrFdRM anAAelrver to city along witfi required form fields. then sebct SAVE FORH to save a copy to your docurEnts and payment SUBMIT FORM b send a digital SAVE FOR PRINT FORrrt SUBTTT FORi' ! Property Owner Vra. E Email E Appli:anl Vra: Ll Email fl Engineer Vra: Ll Email D Otre* Vra U Emdl Vlrho Bhould receive coPios of staft T.potts?'O'ift.r Cont ct lrlo E{on: Nam6: Addressl Email: Name copy to the ctty for Procesing 246222 RSI MARINE BOAT STORAGE FACILITIES 1. Project Narrative. The project will consist of design and construction of (4) single story boat and watercraft storage facilities. The project is intended to be built in multiple phases, cost and utilization will determine the quantity of buildings to be built in phase 1. All buildings will be submitted for proper building permitting prior to construction. The proposed buildings are designed to maximize future flexibility. Multiple overhead doors are utilized to load and unload boats as well as allow future partitioning of the spaces. The buildings are not intended to be occupied except for loading and unloading of stored units. There are no Full-Time employees and no public access, meaning there is no need for parking on this site. 2. Project Design. a. The building exteriors are designed to be in conformance with the City of Chanhassen chapter 20, Article XXIII design requirements. Earth tone colors have been selected to blend with the natural landscape. Architectural brick tower corner elements will be utilized on the southern and west elevations to create building articulation and hold the corners of the main highway gateway district. Tower elements will have a hipped metal roof feature element. The main building utilizes color integrated CMU rock face block. Wood grain longboard lap siding and architectural insulated metal wall panels. The architectural insulated metal panel will have a stucco finish appearance. These various materials and textures create additional façade articulations. We have incorporated a two-tone color scheme to aid in breaking up the facades and avoiding monolithic exterior elevations. Color integrated overhead doors are utilized to blend with the building colors. This is in lieu of white overheads, to avoid such strong contrast i n building colors. The roof will be standing seam metal roof with color tones to match the building. We have selected a 4:12 roof pitch which was the recommended minimum pitch listed in the city guidelines. 247223 3. Landscaping a. The site will be landscaped in accordance with city requirements. Additional landscape beds and groupings have been added to the south and west elevations to assist in the appearance of building articulations. b. The site usage does not necessitate the need for parking, so this helps reduc e the amount of required asphalt paving and thus reduces heat island effect. c. Foundation plantings on the outward facing building facades has been provided. 4. Retaining Wall a. Retaining wall locations and heights are indicated on civil plans. The design and engineering team anticipates on utilizing a gravity retaining wall system (Similar to RECON wall systems). All retaining walls over 4 feet will be fully engineered prior to installation. 5. Fencing and Gates a. The owner would like to maintain the option to add in security fencing and entry gates. NO gates would exceed 8 feet in height and any installed gates and fencing would be installed outside the required front yard setbacks. 6. Signs a. No building or site signage is being requested at this time. Should any signage be proposed for future use a full sign submittal package will be prepared for City review and approval. 7. Traffic Generation and Parking a. The site will have minimal traffic throughout the year. More traffic will be seen in the spring and fall as boats and watercraft are either being removed or placed into storage. There are no employees that will be working on this site and no public traffic to this site or the facilities. The site is unoccupied except for loading and unloading of the units into storage. Because of the site being unoccupied and no public access parking is not a necessity. 8. Lighting a. New exterior site and building lighting is being proposed. All new lighting will be decorative LED with housing colors to match the building materials. Please refer to submitted photometric plan for additional information. 248224 9. Dumpster enclosure a. No dumpster enclosure is being proposed for the site. The buildings are unoccupied storage and site operations will not produce trash. 10. Hazardous Materials a. No Hazardous materials will be stored on-site. 11. Rooftop Equipment and Screening a. No Rooftop equipment is being proposed for the buildings. No Rooftop screening will be required as there is no rooftop equipment. Any heating for the building will be through interior Gas Fired Units or Furnaces. No AC equipment will be installed at this time. Should AC units be installed in the future they would be ground mounted and screened with landscaping. 249225 RESPONSES TO CITY OF CHANHASSEN Planning: 1. The buildings must meet the requirements of Chapter 20, Article XXlll, Division 7 Design Standards for commercial, industrial, and office- institutional developments". Of particular importance: a. The south and west elevations must be articulated either through the use of facade modulation- stepping back/ forward or extending a portion of the fagade and/or vertical division using different textures or materials. Provided, refer to elevations. b. The south and west elevations must include architectural detailing to facilitate the reduction of the City' s facade transparency requirement, as outlined in section 20- 1068. Provided, refer to elevations. Tilt-up concrete panels must be grid or brick like in appearance. Provided, refer to elevations. d. Accent materials ( metal, glass block, spandrel glass, etc.) are limited to 15 percent of the building' s facade. Provided, refer to elevations Flat roofs should be defined with an ornamental parapet or cornice. Roof is sloped 4:12 which meets the requirements of the code. 2. A complete site plan application will be required concurrent with the request to rezone to Planned Unit Development ( PUD). Application has been submitted' 3. A complete variance request for the use of holding tanks will be required concurrent with the requesttorezonetoPlannedUnitDevelopment(PUD).Variancehasbeensubmitted' 4. An expanded narrative should be provided addressing the proposed use of the site. The narrative should address business model, number of employees present, parking needs, expected traffic generation and other similar elements Refer to expanded narrative 5,Proposedfenceandgateshallnotexceedeightfeetinheisht,shallbelocatedoutsideof required front yard setbacks and sight triangle if not of an open design' and shall be located behind required landscape buffers. Fencing will meet these requirements c e 5. A proposed sign plan shall be provided as part of the site plan application' We are not requesting any signage at this time. 250226 8. lnformation on the heights and materials shall be provided for the proposed retaining walls. lnformation is added to civil. Full engineering drawings of retaining wall will be provided based on pla nning approval. Landscaping: 1. Must include existing trees and woods on existing conditions sheet and update the canopy coverage calculations. The trees are located on the existing conditions exhibit. a. Must meet or exceed required replacement tree planting for the site' 2. Must submit a tree inventory for the site. We have submitted a tree inventory with tree preservation 3. Staff recommends use of no- mow turf grass or prairie mix in place of the proposed sod areas to promote a sustainable landscape design for the site. We are ok with no mow tur[. 4. Must meet the buffer yard plantings as required by section 20- 7L76(tl' 5. Must include foundation plantings on the outward facing sides ofthe buildings. 6, Staff recommends that the applicant propose an alternative to the required vehicular use area landscaping requirements that meets the intent of the ordinance by providing environmental benefits and/ or reducing the heat island effect caused by large expanses of asphalt' A parking island was added. The remainder of asphalt is drive lane and does not accommodate parking islands. A variance is being applied for' Engineering: 1 Existing easements must be vacated prior to recording the final plat' The existing easements will be vacated prlor to recording final plat The existing easements have been described for the vacation' Ten- foot public drainage and utility easements will be required along all property lines' The final plat has a perimeter 10' easement for public drainage and utilities' Publicdrainageandutilityeasementswillberequiredoverpublicutilitieswithdimensions adequate to properly repair and maintain the utility( i'e water main)' The final plat has utility easements over the proposed public utilities' 2 3 7. A proposed lighting plan shall be provided as part ofthe site plan application. Lighting photometric ptan is included in the drawing package. 251227 4. Status ofthe two parcels abutting the preliminary plat' s western property lines listed as Parcel lD: Gap" must be resolved prior to recording of the final plat. The property gap will be resolved. 5. Applicant must coordinate all right- of-way activity with Carver County, including considerations and conditions associated with easements for the property as well as requirements associated with ingress/ egress and construction activities such as grading and hauling operations. We will obtain Carver County permits for construction activities and ingress/egress. 5. A turnaround should be included meeting the requirements of section 20- 1122. The turnaround must facilitate the turning movement of the largest anticipated design vehicle for the site or the City' s largest fire trunk, whichever is greater. A turnaround for the fire truck is provided at the end of the drive between the buildings with a 48' radius. 7. Existing Conditions Survey: a. Topographic data 100 feet beyond the property boundary. We have added topographic to go 100 feet beyond the property line. b. lllustration of existing features that would impact the site' s ingress/ egress ( e. g. the full extents of Flying Cloud Drive which includes the median near the site' s entrance). We have included the existing improved FlyinB Cloud improvements. c. Utilities on or adjacent to the property, including location, size and invert elevation of storm sewers, catch basins and manholes; location and size of water mains (including casings) and hydrants; location of gas mains, high pressure lines, fire hydrants, electric and telephone lines, and street liShts. The direction, distance to, and size of such facilities shall be indicated. We have added the adjacent utilities with rims and inverts. d. Sewage treatment systems and associated conveyance systems The existing sanitary sewer has been added e. Existing easements and associated recording document numbers' Existing easements have been included f. Property information within 150 feet of the property' s boundary' We have added adjacent property information within l'50 feet of the boundary' g. Retaining wall elevations. The existing retaining walls are shown h. Show buffer and wetland setbacks for managed type 2 wetland' We are not aware of any wetlands on the property' 8. Retaining walls over four feet in height require an engineered design' A structural engineer will design all retaining walls over 4 feet 9. Retaining walls in easements will require Encroachment Agreements and if any construction or impacts require access to abutting properties, the appropriate right- of-entry agreements and/ or temporary construction easements must be obtained' The retaining walls within the 10'drainage and utility easements will require an EncroachmentASreement.ThewallswillbeconstructedwithoutencroachinSuntoadjacent properties. 252228 Water Resources: 1. A permit from the Lower Minnesota River Watershed District( LMRWD) will be required. Staff believes the proposed stormwater will tri8ger LMRWD Rule D. A permit from the Lower Minnesota River Watershed will be obtained prior to construction. 2. Verify with LMRWD if the project will trigger Rule F- Steep Slopes' The site is not located within a steep slope per Lower Minnesota River watershed District maps. 3. Must address water Resources Engineer' s (wRE) comments on stormwater design transmitted via email dated February 4, 2022. a.H&Hmodelsshouldbeupdatedperthesecommentspriortositeplansubmittal. ThestormwaterdesignaddressestherequirementsoftheLowerMinnesotaRiVer WatershedRuleD.andthecity,sstormwaterrequirements.Wehaveincludedthe HydroCAD and P8 models for review for water quality and quantity requirements' 10. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts lll and lV of the permit. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub- contractors are identified and as other conditions change. We will develop a standalone SWPPP and will have a NDPES permit in place prior to any earth moving activitles. 11. The city has preliminarily agreed to allow the development to tap into the public water main which was extended with the Highway 101 Realignment project, but only to service the development' s fire suppression needs. It is understood that the on-site watermain is for fire suppression only and not for domestic use. The site is intended to be utilized for cold storage with no permanent on-site personnel. 12. lf thesitewill have anyfixtures requiringthe use of water other than for fire suppression needs, a private source of water supply must be used for those fixtures. There will be no on-site water usage with the current plan. 13. Water Connection fees will be due at the time potable water is available to the site and will be at the rates in effect at that time. It is understood that the water fees will be paid when portable water is available to the site. 14. The property and potential future properties associated with this developable area will be specially assessed for the extension of the public sanitary sewer when they connect. It is understood there will be connection fees for sanitary sewer when the public sanitary sewer becomes f unctional. 15. The development will be required to extend the public water main to the western property line, and the extension into the site must be along or near the improved private access to allow for reasonable access for future repair and maintenance. The water main has been extended through the property to the eastern property line for future extension of the water system. 253229 4. Buildings and parking areas must meet required wetland setbacks. We are not aware of any wetlands onsite. 5. Geotechnical report and infiltration testing to show sequencing of BMP design from infiltration to filtration will likely be required prior to the issuance of building permit. The Geotechnical lnvestigation has been ordered and will be provided when available, the timeline for this is 3 to 4 weeks from today's date. 5. HydroCAD models should be submitted in addition to reports for review by the WRE. The HydroCAD model and P8 model have been submitted for review 7. Stormwater facilities must meet the requirements of section 19- 144 of the City Code. It is our opinion that the stormwater facilities designed for this project are in compliance with the requirements of section 19-144 of the City Code. 8. A stormwater maintenance agreement and associated operations and maintenance plan is required for all private stormwater BMPs. A stormwater maintenance agreement, operations and maintenance plan will be provided. g. lf the property is subdivided in the future, stormwater fees will be collected at the rate in affect at the time of platting, minus the $9, 900.00 already paid U nderstood Pa rk: 1. lf the property is subdivided in the future, Park fees will be collected at the rate in affect at the time of platting, minus the S 2,800.00 already paid. 1. All buildings will require fire sprinkler systems. Buildings will be sprinkled' 2. All buildingswill needafirepanel (oronecentral location panel) to monitorthe fire sprinkler systems. Fire panel will be provided. 3.Firehydrant(s}willberequired.currentlyshowingonpreliminaryutilityplan.HydrantWilIbe provided, refer to plans for locations' 4. Fire access roads/ driveway grading not to exceed 10% in grade Truck turn around was added with appropriate grades. Access to back of buildings is under 350' Fire: 254230 MATERIAL INDEX-PLANS,SECTIONS STONE FINISHED LUMBER ROUGH LUMBER PLYWOOD POURED CONCRETE CONCRETE BLOCK FILLED CONCRETE BLOCK FACE BRICK GRAVEL FILL CERAMIC TILE COMPACTED FILL EARTH CONSTRUCT NEW WALL EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED BITUMINOUS PAVING ACOUSTIC TILE PRECAST CONCRETE DRYWALL STEEL RIGID INSULATION BATT INSULATION WALL TYPEA1 SECTION CUT SYMBOL (WALL SECTIONS) PLAN DETAIL / ENLARGED PLAN SYMBOL DETAIL CUT SYMBOL REFERENCE SYMBOLS DRAWING SYMBOLS SECTION DESIGNATION (NUMBER FOR CROSS SECTION & LETTER FOR WALL SECTION) DRAWING NUMBER ON WHICH DETAIL APPEARS WINDOW TAG REVISION NUMBER DOOR TAG DRAWING NUMBER ON WHICH SECTION APPEARS DRAWING NUMBER ON WHICH DETAIL APPEARS DETAIL NUMBER DETAIL NUMBER ELEVATION MARK - EXISTING ELEVATION MARK - NEW STAIRWAY DIRECTION INDICATION COLUMN LINE DESIGNATION- NEW0 1 A101 1 A101 1 A101 101 1 W1 UP Name Elevation Name Elevation KEYNOTE MARK - ACCESSORIES KEYNOTE MARK - DEMOLITION NOTES 10'-0" A.F.F.SPOT ELEVATION MARKER ? ? ?KEYNOTE MARK - PLAN NOTES PROJECT DATA GOVERNING AUTHORITY - CITY OF CHANHASSEN COMMUNITY DEVELOPMENT DEPARTMENT CLASS OF CONSTRUCTION III-B OCCUPANCY CLASSIFICATION MODERATE-HAZARD STORAGE (S-1) LOCAL ZONING AUTHORITY CITY OF CHANHASSEN BUILDING SPRINKLED YES INTERNATIONAL BUILDING CODE 2015REFERENCED CODE BUILDING AREA: BUILDING A: BUILDING B: BUILDING C: BUILDING D: TOTAL BUILDING SQ. FT.: 20,225 S.F. 22,848 S.F. 22,848 S.F. 86,146 S.F. 20,225 S.F. NUMBER OF EMPLOYEES 0 Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of date: job: d. by: rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 3:31:37 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtC-S ZTS 05-06-2022 22-054 ---A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTANOTE: ALL TRADES SHALL CROSS REFERENCE ALL CONSTRUCTION DOCUMENTS FOR COORDINATION AND SCOPE OF WORK. VICINITY PLAN INDICATES PROJECT LOCATION NO SCALE NOTE: THE INTENT AND MEANING OF THE CONSTRUCTION DOCUMENTS IS THAT THE CONTRACTOR UNDER THE TERMS OF THE CONTRACT SHALL TAKE ALL ACTIONS NECESSARY AND REQUIRED TO PROVIDE ALL LABOR, MATERIALS, SUPPLIES, EQUIPMENT, TRANSPORTATION, FACILITIES AND APPURTENANCES WHICH ARE INDICATED OR REASONABLY IMPLIED BY EACH DRAWING AND EACH SECTION OF THE SPECIFICATIONS, ALL OF WHICH ARE COLLECTIVELY NECESSARY AND REQUIRED FOR THE CONSTRUCTION OF THE DESCRIBED STRUCTURES AND FACILITIES. A NEW STORAGE FACILITY FOR: RSI MARINE STORAGE CHANHASSEN, MINNESOTA SHEET INDEX 10520 GREAT PLAINS BLVD CHANHASSEN, MINNESOTA C-S COVER SHEET CIVIL C-1.0 TITLE SHEET C-1.1 EXISTING CONDITIONS C-1.2 EXISTING/PROPOSED DRAINAGE MAP C-1.3 SITE PLAN C-1.4 FUTURE SITE PLAN C-2.0 PRELIMINARY PLAT C-3.0 PRELIMINARY EROSION AND SEDIMENT CONTROL PLAN C-3.1 EROSION CONTROL DETAILS C-3.2 EROSION CONTROL DETAILS C-3.3 EROSION CONTROL DETAILS C-4.0 PRELIMINARY GRADING PLAN C-5.0 PRELIMINARY UTILITY PLAN C-6.1 LANDSCAPE PLAN C-6.2 LANDSCAPE PLAN ARCHITECTURAL A-0.1 SITE PLAN PH-1 LIGHTING PHOTOMETRIC A-1.1 OVERALL FLOOR PLAN A-1.2 BUILDING A - FLOOR PLAN A-1.3 BUILDING B - FLOOR PLAN A-1.4 BUILDING C - FLOOR PLAN A-1.5 BUILDING D - FLOOR PLAN A-3.1 DOOR & WINDOW SCHEDULE A-4.1 EXTERIOR ELEVATIONS A-4.2 EXTERIOR ELEVATIONS A-4.3 EXTERIOR ELEVATIONS A-4.4 EXTERIOR ELEVATIONS A-11.1 RENDERINGS PROJECT LOCATION ARCHITECTURAL GRIES ARCHITECTURAL GROUP, INC. 500 N. COMMERCIAL STREET NEENAH, WI 54956 PH (920)722-2445 FX (920)722-6605 CONTACT: BRANNIN GRIES, AIA CIVIL JAMES R. HILL, INC. 2999 WEST COUNTY ROAD 42 SUITE #100 BURNSVILLE, MINNESOTA 55306 PH (952) 980-6044 FX (952) 890-6244 CONTACT: JOEL COOPER, PE OWNER RSI MARINE 1533 WEST 3RD AVENUE SHAKOPEE, MN 55379 PH (952) 233-2084 CONTACT: ROB SCHATZLE CONSULTANTS 255231 SB-1 llllllllllllllllllllllllllllllllllll∅ ∅ ∅ ∅ ∅ ∅ ∅ ∅ 256232 SB-1 257233 258234 259235 260236 POINT #NORTHING EASTING DESCRIPTION 284 163489.1035 559006.6578 19 Siberian Elm 2064 163328.4604 559720.9838 10 Box Elder 2109 163647.6438 559266.113 10 Siberian Elm 2110 163682.2953 559333.0147 10 Siberian Elm 2111 163697.7671 559340.1056 10 Box Elder 2112 163704.4823 559353.4803 10 Siberian Elm 2113 163693.4111 559360.3703 10 Siberian Elm 2114 163686.814 559370.5764 13,8 Siberian Elm 2116 163725.1427 559458.4853 25,18 Hackberry 2117 163727.2418 559493.5026 16 Siberian Elm 2121 163781.9982 559676.3746 18,13,9 Hackberry 2122 163774.6774 559674.5879 13,12 Hackberry 2130 163527.6634 559760.2088 19 Box Elder 2131 163483.3705 559758.9706 10 Box Elder 2177 163518.8967 559089.5044 22,20,20 Siberian Elm 2178 163509.981 559096.7367 21 American Elm 2179 163506.6533 559101.5044 17 Siberian Elm 2180 163504.632 559072.3306 20 Siberian Elm 2181 163526.3029 559058.5652 18 Siberian Elm 2182 163501.5306 559047.3181 28,21,16 Siberian Elm 2183 163489.734 559038.2306 17 Siberian Elm 2185 163479.4641 559000.124 26 Siberian Elm 2186 163481.1005 558998.3376 16 Siberian Elm 2187 163493.3669 558977.9876 13 Siberian Elm 2188 163572.0269 558991.8681 16 Siberian Elm 2189 163588.0816 559009.0521 22,21 Siberian Elm POINT #NORTHING EASTING DESCRIPTION 2063 163355.6178 559746.9207 10 Box Elder 2065 163195.2848 559225.6137 10 American Elm 2066 163180.7281 559208.1095 10 American Elm 2067 163271.0412 559253.8932 11 Box Elder 2068 163275.5904 559250.5129 13 Box Elder 2069 163227.3123 559337.0193 10 Box Elder 2070 163241.7047 559335.3185 13 Box Elder 2071 163273.6354 559228.7358 18 Box Elder 2072 163262.9868 559215.0596 18,8 Box Elder 2073 163261.0065 559204.9461 10,10 Box Elder 2074 163267.056 559185.3021 18,15 Box Elder 2075 163256.8953 559187.1263 12 Box Elder 2076 163271.1905 559126.6369 23,23 Box Elder 2077 163241.0974 559128.465 14 Willow 2078 163279.0527 559194.0803 13 Norway Spruce 2079 163276.7633 559219.0094 16 Norway Spruce 2080 163279.8066 559235.2374 14 Norway Spruce 2081 163273.3716 559357.7188 24 Cottonwood 2082 163286.8736 559391.4575 20 Willow 2083 163287.4293 559393.5576 10 Willow 2084 163284.6757 559395.5776 15 Willow 2085 163282.6964 559396.3653 11 Willow 2086 163280.2335 559414.7902 24,19 Willow 2087 163275.4887 559404.0825 10 Willow 2088 163284.0832 559417.8545 10 Box Elder 2089 163284.8677 559422.2367 18 Willow 2090 163462.3939 559529.1046 22 Cottonwood 2091 163463.636 559528.1997 16 Willow 2092 163451.283 559527.5783 22 Cottonwood 2093 163454.5051 559426.4161 10,10 Siberian Elm 2094 163416.2834 559332.9672 15 Cottonwood 2095 163419.1856 559333.1512 13 Cottonwood 2096 163389.5354 559314.7313 10,10,9,9,8 Willow 2097 163510.5306 559288.2999 23,16 Siberian Elm 2098 163526.1398 559295.9915 23,16,11 Siberian Elm 2099 163542.3688 559217.9215 20 Hackberry 2100 163524.6972 559183.2516 33 Siberian Elm 2101 163520.6585 559168.6191 12 Siberian Elm 2102 163565.3894 559226.8401 18,11,11 Siberian Elm 2103 163592.2276 559257.2537 10 Siberian Elm 2104 163597.5324 559300.3117 11 Siberian Elm 2105 163602.3112 559320.8347 12 Siberian Elm 2106 163582.9878 559329.5233 22 Siberian Elm 2107 163645.4854 559330.2428 11 Siberian Elm 2108 163636.1626 559298.9266 10 Siberian Elm 2115 163664.2324 559394.1403 16 Siberian Elm 2118 163723.9662 559504.2211 16 Siberian Elm 2119 163727.9508 559514.5144 16 Siberian Elm 2120 163760.8477 559632.8094 18 Hackberry 2123 163549.6972 559718.6603 12 Box Elder 2124 163542.1207 559725.5924 14 Box Elder 2125 163536.5738 559715.3178 17 Box Elder 2126 163524.4259 559703.9858 21 Box Elder 2127 163507.9459 559708.308 26,13 Box Elder 2128 163505.3951 559701.7135 16 Box Elder 2129 163529.6273 559749.4411 21 Box Elder 2132 163475.986 559750.4401 17 Box Elder 2133 163475.3578 559739.3023 24 Box Elder 2134 163475.2682 559699.2584 17 Box Elder 2135 163481.3072 559674.6335 22 Box Elder 2136 163499.545 559650.6506 14 Siberian Elm 2137 163464.0451 559655.1968 10 Box Elder 2138 163453.0323 559642.9052 11 Box Elder 2139 163444.5842 559650.9688 16 Box Elder 2140 163446.1682 559645.4912 19 Box Elder 2141 163437.6525 559629.3954 12 Box Elder 2142 163423.7391 559626.0053 17 Box Elder 2143 163420.4737 559631.8478 10 Box Elder 2144 163424.4989 559609.5923 11 Box Elder 2145 163429.5294 559588.2944 11,10,8,7 Willow 2146 163402.2477 559623.2356 16 Box Elder 2147 163398.4829 559631.1674 14 Box Elder 2148 163394.0157 559625.397 11 Box Elder 2149 163414.2903 559637.8216 10 Box Elder 2150 163393.2333 559662.8366 21 Hackberry 2151 163362.0785 559672.7099 11 Green Ash 2152 163356.6224 559660.664 18 Green Ash 2153 163358.3436 559687.7352 12 Apple 2154 163390.0879 559687.5186 18,17 Green Ash 2155 163398.6755 559701.5773 12 Box Elder 2156 163405.54 559709.5845 19 Box Elder 2157 163410.3257 559719.3798 17 American Elm 2158 163409.8838 559719.8286 10 American Elm 2159 163409.3412 559716.1495 17 Box Elder 2160 163435.7328 559683.3349 12 Box Elder 2161 163442.5314 559725.2941 23 Box Elder 2162 163468.3259 559724.804 20 Box Elder 2163 163427.3785 559738.5248 20 American Elm 2164 163414.7486 559744.3545 16 Box Elder 2165 163404.2404 559728.2712 19 Box Elder 2166 163413.3113 559752.3512 27 Box Elder 2167 163355.6654 559685.0331 16 Box Elder 2168 163336.8508 559678.7985 12 Red Cedar 2169 163336.7448 559675.9334 10 Red Cedar 2170 163339.3436 559636.4676 22 Siberian Elm 2171 163331.9105 559624.7012 10 Box Elder 2172 163336.0342 559620.981 11 Red Cedar 2173 163315.0956 559619.9223 11 Box Elder 2174 163323.759 559614.341 10 Box Elder 2175 163319.3361 559595.6051 10 Box Elder 2176 163553.0233 559139.7664 14 Siberian Elm 261237 BEARINGS ARE BASED ON THE SOUTHEASTLINE OF LOT 2, BLOCK 1, PAWS CLAWS ANDHOOVES ADDITION WHICH IS ASSUMED TOHAVE A BEARING OF S 71°41'29" W.DENOTES FOUND OPEN 1/2 INCH IRON MONUMENTDENOTES SET 1/2 INCH BY 14 INCH IRON MONUMENTWITH CAP MARKED R.L.S. NO. 47481DENOTES FOUND JUDICIAL LANDMARKERDENOTES FOUND RIGHT OF WAY MONUMENTDENOTES CARVER COUNTY MONUMENTDRAINAGE AND UTILITY EASEMENTS BEING10 FEET IN WIDTH, UNLESS OTHERWISEINDICATED, ADJOINING LOT LINES, ANDBEING 10 FEET IN WIDTH, UNLESSOTHERWISE INDICATED, ADJOINING RIGHTOF WAY LINES, AS SHOWN ON THE PLAT.DRAINAGE AND UTILITY EASEMENTSARE SHOWN THUS:VICINITY MAPDRAWN BYDATEREVISIONSPL011CAD FILESS.GZJPROJECT NO.SHEET 1 OF 1PROPERTY DESCRIPTIONRSI MARINE ST. 0ICHAEL 0INNESOTA PRELIMINARY PLAT FORPCH Development, LLC  WEST C.R.  S8ITE 1 B8RNSVILLE 0N  PHONE .. PKDPSWRQ#MUKLQF.FRP PLANNERS  EN*INEERS  S8RVEYORS ZZZ.MUKLQF.FRP James R. Hill, Inc.Lot 1, BLock 1, PAWS CLAWS AND HOOVES ADDITION, Carver County, Minnesota,Excepting Parcel 1C and Parcel 1D as shown on CARVER COUNTY RIGHT OF WAY PLATNO. 29, Carver County, Minnesota.andLot 2, BLock 1, PAWS CLAWS AND HOOVES ADDITION, Carver County, Minnesota,Excepting Parcel 1A and Parcel 1B as shown on CARVER COUNTY RIGHT OF WAY PLATNO. 29, Carver County, Minnesota.262238 SB-1 llllllllllllllllllllllllllllllllllll263239 ESTIMATED EROSION AND SEDIMENT CONTROL QUANTITIES RSI MARINE - CHANHASSEN, MN TYPE OF PROJECT: COMMERCIAL DEVELOPMENT TYPE OF WORK: Mass Grading, Utility and Street Construction, Paving. Subsequently, Joint Trench and Home construction will occur. TOTAL PLATTED AREA: 8.33 AC TOTAL DISTURBED AREA: 6.55 AC PROPOSED (DESIGN) IMPERVIOUS AREA:2.99 AC SPECIAL WATERS: The site is NOT within a 1-mile radius of a special or impaired water. CONSTRUCTION PHASING The project is expected to be constructed in three phases, with mass grading occurring during one construction season. Mass grading is anticipated to be completed within 4 weeks from commencement of work. Utility and street construction is anticipated to be completed within 4 weeks from commencement of work. POTENTIONAL FOR EROSION AND DISCHARGE OF SEDIMENT As the site will be stripped of topsoil and vegetation for a period of several weeks during construction, the potential for erosion will increase. The overall gradients on the site are relatively low. The street subcut will serve as temporary sediment basins during construction. The project is primarily cut, and therefore perimeter erosion will flow inward towards the project. The risk of discharge of sediment off of the site is low, due to the grade orientation and design. The highest potential for discharge off the site is from the street entrance. Contractor will be required to manage completion of 3:1 slopes such that soil exposure is minimized. After excavation and embankments are completed, slopes shall be re-spread with topsoil, the slope grades certified, and erosion blanket installed as per the plan. Contractor shall coordinate these steps to be carried out in a timely manner. EROSION CONTROL BMPs The construction plans anticipate the use of, but are not limited to, the following Erosion Control BMPs: 1.Perimeter delineation to minimize disturbed areas 2.Temporary Rock Construction Entrance 3.Temporary straw mulch as needed. 4.Seed and mulch/sod 5.Erosion Control Blanket 6.Minimize active or disturbed work areas 7.Horizontal slope grading 8.Turf Reinforcement Mat SEDIMENT CONTROL BMPs The construction plans anticipate the use of, but are not limited to, the following Sediment Control BMPs 1.Sediment traps constructed in street subcut 2.Rock filter dikes in street subcut 3.Utilize permanent stormwater basin as Temporary Sediment Basin 4.Silt Fence at project perimeter or toe of slopes 5.Inlet protection on existing catch basins 6.Inlet protection on existing culverts 7.Inlet protection after utility construction 8.Linear control along back of new curb and gutter (sod, bioroll, or silt fence) 9.Routine street sweeping adjacent to construction entrance. 10.Ditch checks Refer to plans for designated locations of BMPs, details and implementation notes. BASIN AND TRAP DEWATERING BMPs Should the need arise for basin or trap dewatering, contractor shall utilize a floating skimmer pump intake, such that the water is drawn from the surface of the basin. Pumped effluent shall not be discharged into Surface Waters in a turbid state. Turbid effluent shall be filtered with mechanical devices, chemical filtering, or a combination thereof, to a state of 50 NTUs or less. STABILZATION BMPs The construction plans anticipate the use of, but are not limited to, the following Stabilization BMPs: 1.After lot pads are grade certified, permanent seed and mulch can be applied, generally from the front of the building pad, extending to the rear of the lot (areas where no further utility construction is anticipated.) 2.After 3:1 slopes on lots are certified, permanent seed and erosion control blanket can be applied. 3.Rip rap at pipe outfalls 4.Permanent seed and erosion control blanket on basin slopes after grade certified. 5.After curbs are backfilled, apply permanent seed and mulch to remaining building pads and boulevard area not already stabilized. 6.Sod placement, as appropriate. POLLUTION CONTROL BMPs 1.Fueling: A fixed fueling station is not anticipated. Contractor will be required to implement BMPs for onsite re-fueling of equipment. 2.Concrete Washout: A suggested washout area will be specified on the plan. The developer has the ability to adjust location or to provide alternative washout containment. 3.There is not an anticipated need for storing chemicals, paints, solvents or other potentially toxic or hazardous materials on site. SEED & MULCH SPECIFICATIONS Seed placed for permanent cover or final stabilization requires 6” minimum topsoil cover. Exception: Infiltration basins - see basin details for soil type). Multiple site visits will be required to accommodate permanent or temporary stabilization as required during the phases of construction. (1) General Seed & Mulch A.Seed: MNDOT 25-141 at a rate of 59 lb/acre B.Fertilzer: Type 3 slow release 10-10-10 at a rate of 200 lb/acre C.Mulch: MNDOT Type 1 at a rate of 2 tons/acre (2)Temporary Cover Crop (Ponding/Infiltration/Adjacent Slope Areas) A.Seed: MNDOT 21-112 at a rate of 100 lb/acre B.Fertilzer: Type 3 slow release 10-10-10 at a rate of 200 lb/acre C.Mulch: MNDOT Type 3 at a rate of 2 tons/acre (3)Hydro-Seeding (Stockpile) A.Seed: MNDOT 22-111 Seed & Type Hydraulic Mulch at a rate of 10 lb/1000 gal B.Fertilzer: Type 3 slow release 10-10-10 at a rate of 50 lb/1000 gal C.Mulch: Type Hydraulic Mulch at a rate of 350 lb/1000 gal D.Water: 875 gal/1000 gal E.Apply at 6000 gal of Slurry per acre (4) Stormwater Basins (Aquatic Bench up to HWL) A.Seed: MNDOT 33-261 at a rate of 14.5 lb/acre B.Fertilzer: Type 3 slow release 10-10-10 at a rate of 200 lb/acre C.Mulch: MNDOT Type 3 at a rate of 2 tons/acre INSPECTION AND MAINTENANCE OF BMPs Routine Inspection 1.Rock Entrance - Inspect weekly. If rock becomes filled with sediment and tracked material to the extent the purpose ceases to function, remove the contaminated rock and replace with new rock. 2.Silt fence - Inspect weekly, particularly for damaged sections, breaches, down-gradient areas, flow concentration points, scour areas and sections adjacent to sensitive areas. Where capacity is filled to more than 50% of depth, sediment shall be removed to restore capture capacity. 3.Sediment traps and basins - Inspect weekly. Where capacity is filled to more than 50% of depth, sediment shall be removed to restore capture capacity within 72 hours of discovery. 4.Inlet Protection - Inspect weekly or more frequently as needed after multiple rainfalls less than 0.5”. Verify intake capacity is not compromised. Where capacity is filled to more than 50% of depth, sediment shall be removed to restore capture capacity. 5.Inspect other site specific BMP's on a weekly basis minimum. Rain Event Inspection - Mandatory, within 24 hours after a rain event 0.5” or greater. Complete all items associated with Routine Inspection. Furthermore, inspect site for breaches, failures, scours and gullying. Take corrective actions as necessary to restore functionality to the BMP's. If a given situation is discovered to be prone to repetitive failure, advise the Engineer and Contractor for SWPPP and BMP amendments. ADDITIONAL SWPPP NOTES 1.All Erosion and Sediment Control facilities shall be maintained by the contractor during the construction operations. Any temporary facilities which are to be removed as called for on these plans and specifications shall be removed by the contractor at the time directed by the engineer. The contractor shall then restore the subsequently disturbed areas in accordance with these plans and specifications. 2.Wherever practical and feasible, the contractor shall protect and preserve existing natural trees, grass and other vegetative cover in effort to provide natural buffering and filtering of runoff. 3.Contractor shall be adaptable in adjusting construction schedules in anticipation of weather forecasts of precipitation, in order to minimize risk of erosion and sediment transport. 4.It is the responsibility of the contractor to keep public streets, travel ways, parking lots and trails utilized for ingress to and egress from the construction site free of dirt, sediment and debris, resulting from construction activity. Cost for this shall be considered incidental to the contract. 5.Adequate control of dust shall be maintained by the contractor. Cost for dust control shall be considered incidental to the contract. ADDITIONAL SWPPP NOTES (continued) 6. Perimeter controls shall not be removed until final stabilization of areas draining toward the control devices. 7. When temperatures do not exceed 40 degrees F, areas that require seed and mulch stabilization shall be dormant seeded. Application rate shall be two times the normal rate. No dormant seeding shall be done on ice or snow greater than 2” in depth. 8. Any areas that were seeded that do not achieve 70% coverage shall be reseeded at the contractor's expense, where coverage limitation is caused by lack of seed germination and growth. MPCA STORMWATER PERMIT - RESPONSIBILITY The Contractor will be required to become the Permittee for the project, until final stabilization and transfer of responsibility is completed. Transfer of responsibility shall be completed with the Permit Modification Form. OWNER: ROB SCHATZLE - RSI MARINE - 952-233-2084 PERMITTEE: TBD OPERATOR(S): TBD OTHER CONTACTS ENGINEER: JOEL G. COOPER, P.E., - James R. Hill, Inc. - 952-890-6044 TRAINING REQUIREMENTS JOEL G. COOPER, P.E. DESIGN OF CONSTRUCTION SWPPP (CERTIFICATION(2020-2023)) UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN LGU CONTACT: CHARLES HOWLEY - CHANHASSEN - 652-227-1169 MPCA COMPLIANCE: JOSH NORMAN - MPCA - 651-757-2389 The Contractor shall follow the implementation sequence as described on these plans. Amendments shall be made as site conditions change. Amendments shall be proposed by contractor and reviewed by the engineer. All BMP's selected and implemented shall be appropriate for the time of year, the current site conditions and for the estimated duration of use. These plans shall be considered part of the project SWPPP. A copy of the SWPPP shall remain on site throughout active construction. 264240 1.1 Permit Coverage. [Minn. R. 7090] 1.2 This permit is required for construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development or sale that ultimately will disturb greater than one (1) acre, and authorizes, subject to the terms and conditions of this permit, the discharge of stormwater associated with construction activity. [Minn. R. 7090] 1.3 Construction activity covered by this permit cannot commence until coverage under this permit is effective as described in item 3.3 through 3.4 or, if applicable, until the Minnesota Pollution Control Agency (MPCA) has issued an individual National Pollutant Discharge Elimination System (NPDES)/State Disposal System (SDS) construction stormwater permit for the project. [Minn. R. 7090] 1.4 This permit covers all areas of the State of Minnesota except land wholly within the boundaries of a federally recognized Indian Reservation owned by a tribe or a tribal member or land held in trust by the federal government for a tribe or tribal member. [Minn. R. 7090] 1.5 Coverage under this permit is not required when all stormwater from construction activity is routed directly to and treated by a "treatment works," as defined in Minn. Stat. Sect. 115.01, subd. 21, operated under an individual NPDES/SDS permit with a Total Suspended Solids (TSS) effluent limit. [Minn. R. 7090] 1.6 This permit covers ongoing projects covered under any previous construction stormwater permit that are not complete on the issuance date of this permit. Permittees must either remain in compliance with the previous permit and terminate coverage within 18 months of the issuance date of this permit or comply with this permit, including updating the Stormwater Pollution Prevention Plan (SWPPP), within the 18- month period. Permittees of previously permitted projects are not required to incorporate any additional requirements regarding the permanent stormwater treatment system included in this reissued permit. [Minn. R. 7090] 1.7 Coverage for projects that extend beyond the expiration date of this permit remains effective for a grace period covering project completion and Notice of Termination (NOT) submittal. If Permittees cannot complete projects during the grace period, the MPCA will extend coverage under the next permit and permittees must comply with the requirements of the new permit including updating the SWPPP. Permittees are not required to follow changes to the permanent stormwater treatment section of the next permit. [Minn. R. 7090] 2.1 Prohibitions and Limitations of Coverage. [Minn. R. 7090] 2.2 The owner must develop a complete and accurate SWPPP that complies with item 5.2 prior to submitting the application for coverage and starting construction activity. Failure to prepare a SWPPP prior to submitting the application may result in permit revocation. [Minn. R. 7090] 2.3 This permit prohibits discharges of any material other than stormwater treated in compliance with this permit and discharges from dewatering or basin draining activities in accordance with Section 10. Prohibited discharges include, but are not limited to, wastewater from washout of concrete, stucco, paint, form release oils, curing compounds and other construction materials, fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance, soaps or solvents used in vehicle and equipment washing and maintenance, and other hazardous substances or wastes. [Minn. R. 7090] 2.4 This permit does not authorize stormwater discharges related to the placement of fill into waters of the state requiring local, state or federal authorizations (such as U.S. Army Corps of Engineers Section 404 permits, Minnesota Department of Natural Resources (DNR) Public Waters Work permits or local governmental unit (LGU) Wetland Conservation Act replacement plans or determinations). [Minn. R. 7090] 2.5 This permit does not authorize stormwater discharges associated with industrial activity except for construction activity. Permittees must obtain coverage for discharges associated with industrial activity under a separate NPDES/SDS permit once day-to-day operational activities commence even if construction is ongoing. [Minn. R. 7090] 2.6 This permit does not authorize discharges from non-point source agricultural and silvicultural activities excluded from NPDES permit requirements under 40 CFR pt. 122.3(e). [Minn. R. 7090] 2.7 This permit does not authorize stormwater discharges to Prohibited, Restricted, Special or Impaired waters unless permittees follow the additional stormwater requirements in Section 23. [Minn. R. 7090] 2.8 This permit does not replace or satisfy any environmental review requirements including those under the Minnesota Environmental Policy Act or the National Environmental Policy Act. The owner must verify completion of any environmental review required by law, including any required Environmental Assessment Work Sheets or Environmental Impact Statements, Federal environmental review, or other required review prior to applying for coverage under this permit. If any part of your common plan of development or sale requires environmental review, coverage under this permit cannot be obtained until such environmental review is complete. [Minn. R. 7090] 2.9 This permit does not replace or satisfy any review requirements for discharges adversely impacting State or Federally designated endangered or threatened species or a designated critical habitat. The owner must comply with the National Historic Preservation Act and conduct all required review and coordination related to historic preservation, including significant anthropological sites and any burial sites, with the Minnesota Historic Preservation Officer. [Minn. R. 7090] 2.10 This permit does not authorize discharges to wetlands unless the permittee complies with the requirements in Section 22. [Minn. R. 7090] 3.1 Application and Coverage Effective Date. [Minn. R. 7090] 3.2 The owner and operator must submit a complete and accurate on-line application with the appropriate fee to the MPCA for each project that disturbs one (1) or more acres of land or for a common plan of development or sale that will ultimately disturb one (1) or more acres. [Minn. R. 7090] 3.3 For projects or common plans of development or sale that disturb less than 50 acres or do not discharge stormwater within 1 mile (aerial radius measurement) of a special or impaired water, permittees do not need to submit the SWPPP with the application. Permit coverage for these projects is effective upon application and completing the payment process. [Minn. R. 7090] 3.4 For certain projects or common plans of development or sale disturbing 50 acres or more, the complete SWPPP must be included with the application and submitted at least 30 days before the start of construction activity. This applies if there is a discharge point on the project within one mile (aerial radius measurement) of, and flows to, a special water listed in item 23.3 through 23.6 or an impaired water as described in item 23.7. Permit coverage for these projects is effective upon submitting the application and complete SWPPP, completing the payment process and receiving a determination from the MPCA that the review of the SWPPP is complete. The determination may take longer than 30 days if the SWPPP is incomplete. If the MPCA fails to contact the permittees within 30 days of application receipt, coverage is effective 30 days after completing the payment process. [Minn. R. 7090] 3.5 The application requires listing all persons meeting the definition of owner and operator as permittees. The owner is responsible for compliance with all terms and conditions of this permit. The operator is responsible for compliance with Sections 3, 4, 6-22, 24 and applicable requirements for construction activity in Section 23. [Minn. R. 7090] 3.6 Permittees will receive coverage notification in a manner determined by the MPCA. [Minn. R. 7090] 3.7 For construction projects where the owner or operator changes (e.g., an original developer sells portions of the property to various homebuilders or sells the entire site to a new owner), the current owner and the new owner or operator must submit a complete permit modification form provided by the MPCA. The current owner and the new owner or operator must submit the form prior to the new owner or operator commencing construction activity or no later than 30 days after taking ownership of the property. [Minn. R. 7090] 3.8 For construction projects where the owner or operator changes, the current owner must provide a SWPPP to the new owner and operator that specifically addresses the remaining construction activity. The new owner or operator can implement the original SWPPP, modify the SWPPP, or develop a new SWPPP. Permittees must ensure their activities do not render another party's erosion prevention and sediment control BMPs ineffective. [Minn. R. 7090] 4.1 Termination of Coverage. [Minn. R. 7090] 4.2 Permittees must submit a NOT within 30 days after all termination conditions listed in Section 13 are complete. [Minn. R. 7090] 4.3 Permittees must submit a NOT within 30 days after selling or otherwise legally transferring the entire site, including permit responsibility for roads (e.g., street sweeping) and stormwater infrastructure final clean out, or transferring portions of a site to another party. The permittees' coverage under this permit terminates at midnight on the submission date of the NOT. [Minn. R. 7090] 4.4 Permittees may terminate permit coverage prior to completion of all construction activity if they meet all of the following conditions: a. construction activity has ceased for at least 90 days; and b. at least 90 percent (by area) of all originally proposed construction activity has been completed and permanent cover has been established on those areas; and c. on areas where construction activity is not complete, permanent cover has been established; and d. the site complies with item 13.3 through 13.7. After permit coverage is terminated under this item, any subsequent development on the remaining portions of the site will require permit coverage if the subsequent development itself or as part of the remaining common plan of development or sale will result in land disturbing activities of one (1) or more acres in size. [Minn. R. 7090] 4.5 Permittees may terminate coverage upon MPCA approval after submitting information documenting the owner cancelled the project. [Minn. R. 7090] 5.1 Stormwater Pollution Prevention Plan (SWPPP) Content. [Minn. R. 7090] 5.2 The owner must develop a SWPPP. The SWPPP must include items 5.3 through 5.26. [Minn. R. 7090] 5.3 The SWPPP must incorporate specific Best Management Practices (BMP) used to comply with the requirements of this permit. [Minn. R. 7090] 5.4 The SWPPP must include a narrative describing the timing for installation of all erosion prevention and sediment control BMPs and a description of the permanent stormwater treatment systems. [Minn. R. 7090] 5.5 The SWPPP must include the location and type of all temporary and permanent erosion prevention and sediment control BMPs along with procedures used to establish additional temporary BMPs as necessary for the site conditions during construction. Standard details and/or specifications for BMPs must be included in the final plans and specifications for the project. [Minn. R. 7090] 5.6 The SWPPP must include the calculations and other information used for the design of temporary sediment basins and any of the permanent stormwater treatment systems required in Section 15. [Minn. R. 7090] 5.7 The SWPPP must include estimated quantities anticipated at the start of the project for the life of the project for all erosion prevention and sediment control BMPs (e.g., linear feet of silt fence or square feet of erosion control blanket). [Minn. R. 7090] 5.8 The SWPPP must include the number of acres of impervious surface for both pre- and post-construction. [Minn. R. 7090] 5.9 The SWPPP must include a site map with existing and final grades, including drainage area boundaries, directions of flow and all discharge points where stormwater is leaving the site or entering a surface water. The site map must indicate the areas of steep slopes. The site map must also include impervious surfaces, soil types and locations of potential pollutant-generating activities as identified in Section 12. [Minn. R. 7090] 5.10 The SWPPP must include a map of all surface waters, existing wetlands, and stormwater ponds or basins that can be identified on maps such as United States Geological Survey 7.5 minute quadrangle maps, the National Wetland Inventory map or equivalent maps and are within one mile (aerial radius measurement) from the project boundaries that will receive stormwater from the construction site, during or after construction. The SWPPP must identify if the surface waters are special or impaired waters. [Minn. R. 7090] 5.11 The SWPPP must include a site map showing construction activity areas that are adjacent to and drain to Public Waters for which the DNR has promulgated "work in water restrictions" during specified fish spawning time frames. [Minn. R. 7090] 5.12 Permittees must identify locations of 50' buffer zones as required in item 9.17 and 100' permanent buffer zones as required in item 23.11, on plan sheets in the SWPPP. [Minn. R. 7090] 5.13 If permittees determine compliance with the following requirements is infeasible, they must document the determination in the SWPPP: a. temporary sediment basins as described in Section 14; and b. for linear projects, if the permanent stormwater treatment system cannot be constructed within the right-of-way, a reasonable attempt must be made to obtain additional right-of-way (item 15.9); and c. buffer zones as described in item 9.17 and item 23.11. [Minn. R. 7090] 5.14 If permittees determine that a temporary sediment basin is infeasible as described in item 14.10, the SWPPP must describe the alternative BMPs used. [Minn. R. 7090] 5.15 Where systems cannot meet the full volume reduction requirement on site, (e.g., the site has infiltration prohibitions, see item 16.14 through item 16.21) the permittee must document the reasons in the SWPPP. [Minn. R. 7090] 5.16 The SWPPP must include any stormwater mitigation measures proposed to be part of the final project in any environmental review document, endangered species review, archeological or other required local, state or federal review conducted for the project. For purposes of this permit, mitigation measures means actions necessary to avoid, minimize, or mitigate for impacts related to erosion prevention, sediment control, the permanent stormwater treatment system, pollution prevention management measures and discharges associated with the project's construction activity. [Minn. R. 7090] 5.17 The SWPPP must describe the methods used for permanent cover of all exposed soil areas. [Minn. R. 7090] 5.18 Permittees must identify the locations of areas where construction will be phased to minimize the duration of exposed soil areas in the SWPPP. [Minn. R. 7090] 5.19 For projects with a discharge point on the project within one (1) mile (aerial radius measurement) of and which flows to an impaired water, permittees must identify the impaired water(s), and any United States Environmental Protection Agency (USEPA)-approved Total Maximum Daily Load (TMDL) for the pollutant(s) or stressor(s) described in item 23.7. Permittees' identification must include those TMDLs approved at any time prior to permit application submittal and are still in effect. [Minn. R. 7090] 5.20 Permittees must document in the SWPPP, all trained individuals identified in item 21.2. Documentation must include: a. names of personnel required to be trained; and b. dates of training and name of instructor(s) and entity providing training; and c. content of training course. If permittees do not know the names of the individuals at the time of application, the permittees must ensure they document training before construction activity commences. [Minn. R. 7090] 5.21 The SWPPP must identify a person knowledgeable and experienced in the application of erosion prevention and sediment control BMPs who will coordinate with all contractors, subcontractors, and operators on-site to oversee the implementation of the SWPPP. [Minn. R. 7090] 5.22 The SWPPP must describe any specific chemicals and chemical treatment systems used for enhancing the sedimentation process and how it achieves compliance with item 9.18. [Minn. R. 7090] 5.23 The SWPPP must identify the person(s), organizations, or entities responsible for long-term operation and maintenance of permanent stormwater treatment systems. [Minn. R. 7090] 5.24 The SWPPP must describe methods to minimize soil compaction and preserve topsoil. Minimizing soil compaction is not required where the function of a specific area dictates compaction. [Minn. R. 7090] 5.25 The SWPPP must include any site assessments for groundwater or soil contamination required in item 16.15. [Minn. R. 7090] 5.26 The SWPPP must account for the following factors in designing temporary erosion prevention and sediment control BMPs: a. the expected amount, frequency, intensity, and duration of precipitation; and b. the nature of stormwater runoff and run-on at the site, including factors such as expected flow from impervious surfaces, slopes, and site drainage features; and c. the stormwater volume, velocity, and peak flowrates to minimize discharge of pollutants in stormwater and to minimize channel and streambank erosion and scour in the immediate vicinity of discharge points; and d. the range of soil particle sizes expected to be present. [Minn. R. 7090] 6.1 SWPPP Amendments. [Minn. R. 7090] 6.2 One of the individuals described in item 21.2.a or item 21.2.b or another qualified individual must complete all SWPPP changes. Changes involving the use of a less stringent BMP must include a justification describing how the replacement BMP is effective for the site characteristics. [Minn. R. 7090] 6.3 Permittees must amend the SWPPP to include additional or modified BMPs as necessary to correct problems identified or address situations whenever there is a change in design, construction, operation, maintenance, weather or seasonal conditions having a significant effect on the discharge of pollutants to surface waters or groundwater. [Minn. R. 7090] 6.4 Permittees must amend the SWPPP to include additional or modified BMPs as necessary to correct problems identified or address situations whenever inspections or investigations by the site owner or operator, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters or groundwater or the discharges are causing water quality standard exceedances (e.g., nuisance conditions as defined in Minn. R. 7050.0210, subp. 2) or the SWPPP is not consistent with the objectives of a USEPA approved TMDL. [Minn. R. 7050.0210] 7.1 BMP Selection and Installation. [Minn. R. 7090] 7.2 Permittees must select, install, and maintain the BMPs identified in the SWPPP and in this permit in an appropriate and functional manner and in accordance with relevant manufacturer specifications and accepted engineering practices. [Minn. R. 7090] 8.1 Erosion Prevention Practices. [Minn. R. 7090] 8.2 Before work begins, permittees must delineate the location of areas not to be disturbed. [Minn. R. 7090] 8.3 Permittees must minimize the need for disturbance of portions of the project with steep slopes. When steep slopes must be disturbed, permittees must use techniques such as phasing and stabilization practices designed for steep slopes (e.g., slope draining and terracing). [Minn. R. 7090] 8.4 Permittees must stabilize all exposed soil areas, including stockpiles. Stabilization must be initiated immediately to limit soil erosion when construction activity has permanently or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. Stabilization must be completed no later than 14 calendar days after the construction activity has ceased. Stabilization is not required on constructed base components of roads, parking lots and similar surfaces. Stabilization is not required on temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) but permittees must provide sediment controls at the base of the stockpile. [Minn. R. 7090] 8.5 For Public Waters that the Minnesota DNR has promulgated "work in water restrictions" during specified fish spawning time frames, permittees must complete stabilization of all exposed soil areas within 200 feet of the water's edge, and that drain to these waters, within 24 hours during the restriction period. [Minn. R. 7090] 8.6 Permittees must stabilize the normal wetted perimeter of the last 200 linear feet of temporary or permanent drainage ditches or swales that drain water from the site within 24 hours after connecting to a surface water or property edge. Permittees must complete stabilization of remaining portions of temporary or permanent ditches or swales within 14 calendar days after connecting to a surface water or property edge and construction in that portion of the ditch temporarily or permanently ceases. [Minn. R. 7090] 8.7 Temporary or permanent ditches or swales being used as a sediment containment system during construction (with properly designed rock-ditch checks, bio rolls, silt dikes, etc.) do not need to be stabilized. Permittees must stabilize these areas within 24 hours after their use as a sediment containment system ceases. [Minn. R. 7090] 8.8 Permittees must not use mulch, hydromulch, tackifier, polyacrylamide or similar erosion prevention practices within any portion of the normal wetted perimeter of a temporary or permanent drainage ditch or swale section with a continuous slope of greater than 2 percent. [Minn. R. 7090] 8.9 Permittees must provide temporary or permanent energy dissipation at all pipe outlets within 24 hours after connection to a surface water or permanent stormwater treatment system. [Minn. R. 7090] 8.10 Permittees must not disturb more land (i.e., phasing) than can be effectively inspected and maintained in accordance with Section 11. [Minn. R. 7090] 9.1 Sediment Control Practices. [Minn. R. 7090] 9.2 Permittees must establish sediment control BMPs on all downgradient perimeters of the site and downgradient areas of the site that drain to any surface water, including curb and gutter systems. Permittees must locate sediment control practices upgradient of any buffer zones. Permittees must install sediment control practices before any upgradient land-disturbing activities begin and must keep the sediment control practices in place until they establish permanent cover. [Minn. R. 7090] 9.3 If downgradient sediment controls are overloaded, based on frequent failure or excessive maintenance requirements, permittees must install additional upgradient sediment control practices or redundant BMPs to eliminate the overloading and amend the SWPPP to identify these additional practices as required in item 6.3. [Minn. R. 7090] 9.4 Temporary or permanent drainage ditches and sediment basins designed as part of a sediment containment system (e.g., ditches with rock-check dams) require sediment control practices only as appropriate for site conditions. [Minn. R. 7090] 9.5 A floating silt curtain placed in the water is not a sediment control BMP to satisfy item 9.2 except when working on a shoreline or below the waterline. Immediately after the short term construction activity (e.g., installation of rip rap along the shoreline) in that area is complete, permittees must install an upland perimeter control practice if exposed soils still drain to a surface water. [Minn. R. 7090] 9.6 Permittees must re-install all sediment control practices adjusted or removed to accommodate short-term activities such as clearing or grubbing, or passage of vehicles, immediately after the short-term activity is completed. Permittees must re-install sediment control practices before the next precipitation event even if the short-term activity is not complete. [Minn. R. 7090] 9.7 Permittees must protect all storm drain inlets using appropriate BMPs during construction until they establish permanent cover on all areas with potential for discharging to the inlet. [Minn. R. 7090] 9.8 Permittees may remove inlet protection for a particular inlet if a specific safety concern (e.g. street flooding/freezing) is identified by the permittees or the jurisdictional authority (e.g., city/county/township/Minnesota Department of Transportation engineer). Permittees must document the need for removal in the SWPPP. [Minn. R. 7090] 9.9 Permittees must provide silt fence or other effective sediment controls at the base of stockpiles on the downgradient perimeter. [Minn. R. 7090] 9.10 Permittees must locate stockpiles outside of natural buffers or surface waters, including stormwater conveyances such as curb and gutter systems unless there is a bypass in place for the stormwater. [Minn. R. 7090] 9.11 Permittees must install a vehicle tracking BMP to minimize the track out of sediment from the construction site or onto paved roads within the site. [Minn. R. 7090] 9.12 Permittees must use street sweeping if vehicle tracking BMPs are not adequate to prevent sediment tracking onto the street. [Minn. R. 7090] 9.13 Permittees must install temporary sediment basins as required in Section 14. [Minn. R. 7090] 9.14 In any areas of the site where final vegetative stabilization will occur, permittees must restrict vehicle and equipment use to minimize soil compaction. [Minn. R. 7090] 9.15 Permittees must preserve topsoil on the site, unless infeasible. [Minn. R. 7090] 9.16 Permittees must direct discharges from BMPs to vegetated areas unless infeasible. [Minn. R. 7090] 9.17 Permittees must preserve a 50 foot natural buffer or, if a buffer is infeasible on the site, provide redundant (double) perimeter sediment controls when a surface water is located within 50 feet of the project's earth disturbances and stormwater flows to the surface water. Permittees must install perimeter sediment controls at least 5 feet apart unless limited by lack of available space. Natural buffers are not required adjacent to road ditches, judicial ditches, county ditches, stormwater conveyance channels, storm drain inlets, and sediment basins. If preserving the buffer is infeasible, permittees must document the reasons in the SWPPP. Sheet piling is a redundant perimeter control if installed in a manner that retains all stormwater. [Minn. R. 7090] 9.18 Permittees must use polymers, flocculants, or other sedimentation treatment chemicals in accordance with accepted engineering practices, dosing specifications and sediment removal design specifications provided by the manufacturer or supplier. The permittees must use conventional erosion and sediment controls prior to chemical addition and must direct treated stormwater to a sediment control system for filtration or settlement of the floc prior to discharge. [Minn. R. 7090] 10.1 Dewatering and Basin Draining. [Minn. R. 7090] 10.2 Permittees must discharge turbid or sediment-laden waters related to dewatering or basin draining (e.g., pumped discharges, trench/ditch cuts for drainage) to a temporary or permanent sediment basin on the project site unless infeasible. Permittees may dewater to surface waters if they visually check to ensure adequate treatment has been obtained and nuisance conditions (see Minn. R. 7050.0210, subp. 2) will not result from the discharge. If permittees cannot discharge the water to a sedimentation basin prior to entering a surface water, permittees must treat it with appropriate BMPs such that the discharge does not adversely affect the surface water or downstream properties. [Minn. R. 7050.0210] 10.3 If permittees must discharge water containing oil or grease, they must use an oil-water separator or suitable filtration device (e.g., cartridge filters, absorbents pads) prior to discharge. [Minn. R. 7090] 10.4 Permittees must discharge all water from dewatering or basin-draining activities in a manner that does not cause erosion or scour in the immediate vicinity of discharge points or inundation of wetlands in the immediate vicinity of discharge points that causes significant adverse impact to the wetland. [Minn. R. 7090] 10.5 If permittees use filters with backwash water, they must haul the backwash water away for disposal, return the backwash water to the beginning of the treatment process, or incorporate the backwash water into the site in a manner that does not cause erosion. [Minn. R. 7090] 11.1 Inspections and Maintenance. [Minn. R. 7090] 11.2 Permittees must ensure a trained person, as identified in item 21.2.b, will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 1/2 inch in 24 hours. [Minn. R. 7090] 11.3 Permittees must inspect and maintain all permanent stormwater treatment BMPs. [Minn. R. 7090] 11.4 Permittees must inspect all erosion prevention and sediment control BMPs and Pollution Prevention Management Measures to ensure integrity and effectiveness. Permittees must repair, replace or supplement all nonfunctional BMPs with functional BMPs by the end of the next business day after discovery unless another time frame is specified in item 11.5 or 11.6. Permittees may take additional time if field conditions prevent access to the area. [Minn. R. 7090] 11.5 During each inspection, permittees must inspect surface waters, including drainage ditches and conveyance systems but not curb and gutter systems, for evidence of erosion and sediment deposition. Permittees must remove all deltas and sediment deposited in surface waters, including drainage ways, catch basins, and other drainage systems and restabilize the areas where sediment removal results in exposed soil. Permittees must complete removal and stabilization within seven (7) calendar days of discovery unless precluded by legal, regulatory, or physical access constraints. Permittees must use all reasonable efforts to obtain access. If precluded, removal and stabilization must take place within seven (7) days of obtaining access. Permittees are responsible for contacting all local, regional, state and federal authorities and receiving any applicable permits, prior to conducting any work in surface waters. [Minn. R. 7090] 11.6 Permittees must inspect construction site vehicle exit locations, streets and curb and gutter systems within and adjacent to the project for sedimentation from erosion or tracked sediment from vehicles. Permittees must remove sediment from all paved surfaces within one (1) calendar day of discovery or, if applicable, within a shorter time to avoid a safety hazard to users of public streets. [Minn. R. 7090] 11.7 Permittees must repair, replace or supplement all perimeter control devices when they become nonfunctional or the sediment reaches 1/2 of the height of the device. [Minn. R. 7090] 11.8 Permittees must drain temporary and permanent sedimentation basins and remove the sediment when the depth of sediment collected in the basin reaches 1/2 the storage volume. [Minn. R. 7090] 11.9 Permittees must ensure that at least one individual present on the site (or available to the project site in three (3) calendar days) is trained in the job duties described in item 21.2.b. [Minn. R. 7090] 11.10 Permittees may adjust the inspection schedule described in item 11.2 as follows: a. inspections of areas with permanent cover can be reduced to once per month, even if construction activity continues on other portions of the site; or b. where sites have permanent cover on all exposed soil and no construction activity is occurring anywhere on the site, inspections can be reduced to once per month and, after 12 months, may be suspended completely until construction activity resumes. The MPCA may require inspections to resume if conditions warrant; or c. where construction activity has been suspended due to frozen ground conditions, inspections may be suspended. Inspections must resume within 24 hours of runoff occurring, or upon resuming construction, whichever comes first. [Minn. R. 7090] 11.11 Permittees must record all inspections and maintenance activities within 24 hours of being conducted and these records must be retained with the SWPPP. These records must include: a. date and time of inspections; and b. name of persons conducting inspections; and c. accurate findings of inspections, including the specific location where corrective actions are needed; and d. corrective actions taken (including dates, times, and party completing maintenance activities); and e. date of all rainfall events greater than 1/2 inches in 24 hours, and the amount of rainfall for each event. Permittees must obtain rainfall amounts by either a properly maintained rain gauge installed onsite, a weather station that is within one (1) mile of your location, or a weather reporting system that provides site specific rainfall data from radar summaries; and f. if permittees observe a discharge during the inspection, they must record and should photograph and describe the location of the discharge (i.e., color, odor, settled or suspended solids, oil sheen, and other obvious indicators of pollutants); and g. any amendments to the SWPPP proposed as a result of the inspection must be documented as required in Section 6 within seven (7) calendar days. [Minn. R. 7090] 12.1 Pollution Prevention Management Measures. [Minn. R. 7090] 12.2 Permittees must place building products and landscape materials under cover (e.g., plastic sheeting or temporary roofs) or protect them by similarly effective means designed to minimize contact with stormwater. Permittees are not required to cover or protect products which are either not a source of contamination to stormwater or are designed to be exposed to stormwater. [Minn. R. 7090] 12.3 Permittees must place pesticides, fertilizers and treatment chemicals under cover (e.g., plastic sheeting or temporary roofs) or protect them by similarly effective means designed to minimize contact with stormwater. [Minn. R. 7090] 12.4 Permittees must store hazardous materials and toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, petroleum-based products, wood preservatives, additives, curing compounds, and acids) in sealed containers to prevent spills, leaks or other discharge. Storage and disposal of hazardous waste materials must be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. [Minn. R. 7090] 12.5 Permittees must properly store, collect and dispose solid waste in compliance with Minn. R. ch. 7035. [Minn. R. 7035] 12.6 Permittees must position portable toilets so they are secure and will not tip or be knocked over. Permittees must properly dispose sanitary waste in accordance with Minn. R. ch. 7041. [Minn. R. 7041] 12.7 Permittees must take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. Permittees must ensure adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. Permittees must report and clean up spills immediately as required by Minn. Stat. 115.061, using dry clean up measures where possible. [Minn. Stat. 115.061] 12.8 Permittees must limit vehicle exterior washing and equipment to a defined area of the site. Permittees must contain runoff from the washing area in a sediment basin or other similarly effective controls and must dispose waste from the washing activity properly. Permittees must properly use and store soaps, detergents, or solvents. [Minn. R. 7090] 12.9 Permittees must provide effective containment for all liquid and solid wastes generated by washout operations (e.g., concrete, stucco, paint, form release oils, curing compounds and other construction materials) related to the construction activity. Permittees must prevent liquid and solid washout wastes from contacting the ground and must design the containment so it does not result in runoff from the washout operations or areas. Permittees must properly dispose liquid and solid wastes in compliance with MPCA rules. Permittees must install a sign indicating the location of the washout facility. [Minn. R. 7035, Minn. R. 7090] 13.1 Permit Termination Conditions. [Minn. R. 7090] 13.2 Permittees must complete all construction activity and must install permanent cover over all areas prior to submitting the NOT. Vegetative cover must consist of a uniform perennial vegetation with a density of 70 percent of its expected final growth. Vegetation is not required where the function of a specific area dictates no vegetation, such as impervious surfaces or the base of a sand filter. [Minn. R. 7090] 13.3 Permittees must clean the permanent stormwater treatment system of any accumulated sediment and must ensure the system meets all applicable requirements in Section 15 through 19 and is operating as designed. [Minn. R. 7090] 13.4 Permittees must remove all sediment from conveyance systems prior to submitting the NOT. [Minn. R. 7090] 13.5 Permittees must remove all temporary synthetic erosion prevention and sediment control BMPs prior to submitting the NOT. Permittees may leave BMPs designed to decompose on-site in place. [Minn. R. 7090] 13.6 For residential construction only, permit coverage terminates on individual lots if the structures are finished and temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. [Minn. R. 7090] 13.7 For construction projects on agricultural land (e.g., pipelines across cropland), permittees must return the disturbed land to its preconstruction agricultural use prior to submitting the NOT. [Minn. R. 7090] 14.1 Temporary Sediment Basins. [Minn. R. 7090] 14.2 Where ten (10) or more acres of disturbed soil drain to a common location, permittees must provide a temporary sediment basin to provide treatment of the runoff before it leaves the construction site or enters surface waters. Permittees may convert a temporary sediment basin to a permanent basin after construction is complete. The temporary basin is no longer required when permanent cover has reduced the acreage of disturbed soil to less than ten (10) acres draining to a common location. [Minn. R. 7090] 14.3 The temporary basin must provide live storage for a calculated volume of runoff from a two (2)-year, 24- hour storm from each acre drained to the basin or 1,800 cubic feet of live storage per acre drained, whichever is greater. [Minn. R. 7090] 14.4 Where permittees have not calculated the two (2)-year, 24-hour storm runoff amount, the temporary basin must provide 3,600 cubic feet of live storage per acre of the basins' drainage area. [Minn. R. 7090] 14.5 Permittees must design basin outlets to prevent short-circuiting and the discharge of floating debris. [Minn. R. 7090] 14.6 Permittees must design the outlet structure to withdraw water from the surface to minimize the discharge of pollutants. Permittees may temporarily suspend the use of a surface withdrawal mechanism during frozen conditions. The basin must include a stabilized emergency overflow to prevent failure of pond integrity. [Minn. R. 7090] 14.7 Permittees must provide energy dissipation for the basin outlet within 24 hours after connection to a surface water. [Minn. R. 7090] 14.8 Permittees must locate temporary basins outside of surface waters and any buffer zone required in item 23.11. [Minn. R. 7090] 14.9 Permittees must construct the temporary basins prior to disturbing 10 or more acres of soil draining to a common location. [Minn. R. 7090] 14.10 Where a temporary sediment basin meeting the requirements of item 14.3 through 14.9 is infeasible, permittees must install effective sediment controls such as smaller sediment basins and/or sediment traps, silt fences, vegetative buffer strips or any appropriate combination of measures as dictated by individual site conditions. In determining whether installing a sediment basin is infeasible, permittees must consider public safety and may consider factors such as site soils, slope, and available area on-site. Permittees must document this determination of infeasibility in the SWPPP. [Minn. R. 7090] 15.1 Permanent Stormwater Treatment System. [Minn. R. 7090] 15.2 Permittees must design the project so all stormwater discharged from the project during and after construction activities does not cause a violation of state water quality standards, including nuisance conditions, erosion in receiving channels or on downslope properties, or a significant adverse impact to wetlands caused by inundation or decrease of flow. [Minn. R. 7090] 15.3 Permittees must design and construct a permanent stormwater treatment system to treat the water quality volume if the project's ultimate development replaces vegetation and/or other pervious surfaces creating a net increase of one (1) or more acres of cumulative impervious surface. [Minn. R. 7090] 15.4 Permittees must calculate the water quality volume as one (1) inch times the net increase of impervious surfaces created by the project. [Minn. R. 7090] 15.5 Permittees must first consider volume reduction practices on-site (e.g., infiltration or other) when designing the permanent stormwater treatment system. If this permit prohibits infiltration as described in item 16.14 through item 16.21, permittees may consider a wet sedimentation basin, filtration basin or regional pond. This permit does not consider wet sedimentation basins and filtration systems to be volume reduction practices. [Minn. R. 7090] 15.6 For projects where the full volume reduction requirement cannot be met on-site, (e.g., the site has infiltration prohibitions), permittees must document the reasons in the SWPPP. [Minn. R. 7090] 15.7 Permittees must discharge the water quality volume to a permanent stormwater treatment system prior to discharge to a surface water. For purposes of this item, surface waters do not include man-made drainage systems that convey stormwater to a permanent stormwater treatment system. [Minn. R. 7090] 15.8 Where the proximity to bedrock precludes the installation of any of the permanent stormwater treatment practices required by Sections 15 through 19, permittees must install other treatment such as grassed swales, smaller ponds, or grit chambers, prior to the discharge of stormwater to surface waters. [Minn. R. 7090] 15.9 For linear projects where permittees cannot treat the entire water quality volume within the existing rightof-way, permittees must make a reasonable attempt to obtain additional right-of-way, easement or other permission for stormwater treatment during the project planning process. Documentation of these attempts must be in the SWPPP. Permittees must still consider volume reduction practices first as described in item 15.5. If permittees cannot obtain additional right-of-way, easement or other permission, they must maximize the treatment of the water quality volume prior to discharge to surface waters. [Minn. R. 7090] 16.1 Infiltration Systems. [Minn. R. 7090] 16.2 Infiltration options include, but are not limited to: infiltration basins, infiltration trenches, rainwater gardens, bioretention areas without underdrains, swales with impermeable check dams, and natural depressions. If permittees utilize an infiltration system to meet the requirements of this permit, they must incorporate the design parameters in item 16.3 through item 16.21. Permittees must follow the infiltration prohibition in item 16.14 anytime an infiltration system is designed, including those not required by this permit. [Minn. R. 7090] 16.3 Permittees must design infiltration systems such that pre-existing hydrologic conditions of wetlands in the vicinity are not impacted (e.g., inundation or breaching a perched water table supporting a wetland). [Minn. R. 7090] 16.4 Permittees must not excavate infiltration systems to final grade, or within three (3) feet of final grade, until the contributing drainage area has been constructed and fully stabilized unless they provide rigorous erosion prevention and sediment controls (e.g., diversion berms) to keep sediment and runoff completely away from the infiltration area. [Minn. R. 7090] 16.5 When excavating an infiltration system to within three (3) feet of final grade, permittees must stake off and mark the area so heavy construction vehicles or equipment do not compact the soil in the infiltration area. [Minn. R. 7090] 16.6 Permittees must use a pretreatment device such as a vegetated filter strip, forebay, or water quality inlet (e.g., grit chamber) to remove solids, floating materials, and oil and grease from the runoff, to the maximum extent practicable, before the system routes stormwater to the infiltration system. [Minn. R. 7090] 16.7 Permittees must design infiltration systems to provide a water quality volume (calculated as an instantaneous volume) of one (1) inch of runoff, or one (1) inch minus the volume of stormwater treated by another system on the site, from the net increase of impervious surfaces created by the project. [Minn. R. 7090] 16.8 Permittees must design the infiltration system to discharge all stormwater (including stormwater in excess of the water quality volume) routed to the system through the uppermost soil surface or engineered media surface within 48 hours. Permittees must route additional flows that cannot infiltrate within 48 hours to bypass the system through a stabilized discharge point. [Minn. R. 7090] 16.9 Permittees must provide a means to visually verify the infiltration system is discharging through the soil surface or filter media surface within 48 hours or less. [Minn. R. 7090] 16.10 Permittees must provide at least one soil boring, test pit or infiltrometer test in the location of the infiltration practice for determining infiltration rates. [Minn. R. 7090] 16.11 For design purposes, permittees must divide field measured infiltration rates by 2 as a safety factor or permittees can use soil-boring results with the infiltration rate chart in the Minnesota Stormwater Manual to determine design infiltration rates. When soil borings indicate type A soils, permittees should perform field measurements to verify the rate is not above 8.3 inches per hour. This permit prohibits infiltration if the field measured infiltration rate is above 8.3 inches per hour. [Minn. R. 7090] 16.12 Permittees must employ appropriate on-site testing ensure a minimum of three (3) feet of separation from the seasonally saturated soils (or from bedrock) and the bottom of the proposed infiltration system. [Minn. R. 7090] 16.13 Permittees must design a maintenance access, typically eight (8) feet wide, for the infiltration system. [Minn. R. 7090] 16.14 This permit prohibits permittees from constructing infiltration systems that receive runoff from vehicle fueling and maintenance areas including construction of infiltration systems not required by this permit. [Minn. R. 7090] 16.15 This permit prohibits permittees from constructing infiltration systems where infiltrating stormwater may mobilize high levels of contaminants in soil or groundwater. Permittees must either complete the MPCA's contamination screening checklist or conduct their own assessment to determine the suitability for infiltration. Permittees must retain the checklist or assessment with the SWPPP. For more information and to access the MPCA's "contamination screening checklist" see the Minnesota Stormwater Manual. [Minn. R. 7090] 16.16 This permit prohibits permittees from constructing infiltration systems in areas where soil infiltration rates are field measured at more than 8.3 inches per hour unless they amend soils to slow the infiltration rate below 8.3 inches per hour. [Minn. R. 7090] 16.17 This permit prohibits permittees from constructing infiltration systems in areas with less than three (3) feet of separation distance from the bottom of the infiltration system to the elevation of the seasonally saturated soils or the top of bedrock. [Minn. R. 7090] 16.18 This permit prohibits permittees from constructing infiltration systems in areas of predominately Hydrologic Soil Group type D soils (clay). [Minn. R. 7090] 16.19 This permit prohibits permittees from constructing infiltration systems within a Drinking Water Supply Management Area (DWSMA) as defined in Minn. R. 4720.5100, subp. 13, if the system will be located: a. in an Emergency Response Area (ERA) within a DWSMA classified as having high or very high vulnerability as defined by the Minnesota Department of Health; or b. in an ERA within a DWSMA classified as moderate vulnerability unless a regulated MS4 Permittee performed or approved a higher level of engineering review sufficient to provide a functioning treatment system and to prevent adverse impacts to groundwater; or c. outside of an ERA within a DWSMA classified as having high or very high vulnerability, unless a regulated MS4 Permittee performed or approved a higher level of engineering review sufficient to provide a functioning treatment system and to prevent adverse impacts to groundwater. See "higher level of engineering review" in the Minnesota Stormwater Manual for more information. [Minn. R. 7090] 16.20 This permit prohibits permittees from constructing infiltration systems in areas within 1,000 feet upgradient or 100 feet downgradient of active karst features. [Minn. R. 7090] 16.21 This permit prohibits permittees from constructing infiltration systems in areas that receive runoff from the following industrial facilities not authorized to infiltrate stormwater under the NPDES stormwater permit for industrial activities: automobile salvage yards; scrap recycling and waste recycling facilities; hazardous waste treatment, storage, or disposal facilities; or air transportation facilities that conduct deicing activities. [Minn. R. 7090] 17.1 Filtration Systems. [Minn. R. 7090] 17.2 Filtration options include, but are not limited to: sand filters with underdrains, biofiltration areas, swales using underdrains with impermeable check dams and underground sand filters. If permittees utilize a filtration system to meet the permanent stormwater treatment requirements of this permit, they must comply with items 17.3 through 17.11. [Minn. R. 7090] 17.3 Permittees must not install filter media until they construct and fully stabilize the contributing drainage area unless they provide rigorous erosion prevention and sediment controls (e.g., diversion berms) to keep sediment and runoff completely away from the filtration area. [Minn. R. 7090] 17.4 Permittees must design filtration systems to remove at least 80 percent of TSS. [Minn. R. 7090] 17.5 Permittees must use a pretreatment device such as a vegetated filter strip, small sedimentation basin, water quality inlet, forebay or hydrodynamic separator to remove settleable solids, floating materials, and oils and grease from the runoff, to the maximum extent practicable, before runoff enters the filtration system. [Minn. R. 7090] 17.6 Permittees must design filtration systems to treat a water quality volume (calculated as an instantaneous volume) of one (1) inch of runoff, or one (1) inch minus the volume of stormwater treated by another system on the site, from the net increase of impervious surfaces created by the project. [Minn. R. 7090] 17.7 Permittees must design the filtration system to discharge all stormwater (including stormwater in excess of the water quality volume) routed to the system through the uppermost soil surface or engineered media surface within 48 hours. Additional flows that the system cannot filter within 48 hours must bypass the system or discharge through an emergency overflow. [Minn. R. 7090] 17.8 Permittees must design the filtration system to provide a means to visually verify the system is discharging through the soil surface or filter media within 48 hours. [Minn. R. 7090] 17.9 Permittees must employ appropriate on-site testing to ensure a minimum of three (3) feet of separation between the seasonally saturated soils (or from bedrock) and the bottom of the proposed filtration system. [Minn. R. 7090] 17.10 Permittees must ensure that filtration systems with less than three (3) feet of separation between seasonally saturated soils or from bedrock are constructed with an impermeable liner. [Minn. R. 7090] 17.11 The permittees must design a maintenance access, typically eight (8) feet wide, for the filtration system. [Minn. R. 7090] 18.1 Wet Sedimentation Basin. [Minn. R. 7090] 18.2 Permittees using a wet sedimentation basin to meet the permanent stormwater treatment requirements of this permit must incorporate the design parameters in item 18.3 through 18.10. [Minn. R. 7090] 18.3 Permittees must design the basin to have a permanent volume of 1,800 cubic feet of storage below the outlet pipe for each acre that drains to the basin. The basin's permanent volume must reach a minimum depth of at least three (3) feet and must have no depth greater than 10 feet. Permittees must configure the basin to minimize scour or resuspension of solids. [Minn. R. 7090] 18.4 Permittees must design the basin to provide live storage for a water quality volume (calculated as an instantaneous volume) of one (1) inch of runoff, or one (1) inch minus the volume of stormwater treated by another system on the site, from the net increase in impervious surfaces created by the project. [Minn.R. 7090] 18.5 Permittees must design basin outlets so the water quality volume discharges at no more than 5.66 cubic feet per second (cfs) per acre of surface area of the basin. [Minn. R. 7090] 18.6 Permittees must design basin outlets to prevent short-circuiting and the discharge of floating debris. Basin outlets must have energy dissipation. [Minn. R. 7090] 18.7 Permittees must design the basin to include a stabilized emergency overflow to accommodate storm events in excess of the basin's hydraulic design. [Minn. R. 7090] 18.8 Permittees must design a maintenance access, typically eight (8) feet wide, for the basin. [Minn. R. 7090] 18.9 Permittees must locate basins outside of surface waters and any buffer zone required in item 23.11. Permittees must design basins to avoid draining water from wetlands unless the impact to the wetland complies with the requirements of Section 22. [Minn. R. 7090] 18.10 Permittees must design basins using an impermeable liner if located within active karst terrain. [Minn. R.7090] 19.1 Regional Wet Sedimentation Basins. [Minn. R. 7090] 19.2 When the entire water quality volume cannot be retained onsite, permittees can use or create regional wet sedimentation basins provided they are constructed basins, not a natural wetland or water body, (wetlands used as regional basins must be mitigated for, see Section 22). The owner must ensure the regional basin conforms to all requirements for a wet sedimentation basin as described in items 18.3 through 18.10 and must be large enough to account for the entire area that drains to the regional basin. Permittees must verify that the regional basin will discharge at no more than 5.66 cfs per acre of surface area of the basin and must provide a live storage volume of one inch times all the impervious area draining to the basin. Permittees cannot significantly degrade waterways between the project and the regional basin. The owner must obtain written authorization from the applicable LGU or private entity that owns and maintains the regional basin. [Minn. R. 7090] 20.1 SWPPP Availability. [Minn. R. 7090] 20.2 Permittees must keep the SWPPP, including all changes to it, and inspections and maintenance records at the site during normal working hours by permittees who have operational control of that portion of the site. [Minn. R. 7090] 21.1 Training Requirements. [Minn. R. 7090] 21.2 Permittees must ensure all of the following individuals receive training and the content and extent of the training is commensurate with the individual's job duties and responsibilities with regard to activities covered under this permit: a. Individuals preparing the SWPPP for the project. b. Individuals overseeing implementation of, revising and/or amending the SWPPP and individuals performing inspections for the project. One of these individuals must be available for an onsite inspection within 72 hours upon request by the MPCA. c. Individuals performing or supervising the installation, maintenance and repair of BMPs. [Minn. R. 7090] 21.3 Permittees must ensure individuals identified in Section 21 receive training from local, state, federal agencies, professional organizations, or other entities with expertise in erosion prevention, sediment control, permanent stormwater treatment and the Minnesota NPDES/SDS Construction Stormwater permit. Permittees must ensure these individuals attend a refresher-training course every three (3) years.[Minn. R. 7090] 22.1 Requirements for Discharges to Wetlands. [Minn. R. 7050.0186] 22.2 If the project has any discharges with the potential for significant adverse impacts to a wetland, (e.g., conversion of a natural wetland to a stormwater pond) permittees must demonstrate that the wetland mitigative sequence has been followed in accordance with items 22.3 or 22.4. [Minn. R. 7050.0186] 22.3 If the potential adverse impacts to a wetland on a specific project site are addressed by permits or other approvals from an official statewide program (U.S. Army Corps of Engineers 404 program, Minnesota Department of Natural Resources, or the State of Minnesota Wetland Conservation Act) that are issued specifically for the project and project site, permittees may use the permit or other determination issued by these agencies to show the potential adverse impacts are addressed. For purposes of this permit, deminimus actions are determinations by the permitting agency that address the project impacts, whereas a non-jurisdictional determination does not address project impacts. [Minn. R. 7090] 22.4 If there are impacts from the project not addressed in one of the permits or other determinations discussed in item 22.3 (e.g., permanent inundation or flooding of the wetland, significant degradation of water quality, excavation, filling, draining), permittees must minimize all adverse impacts to wetlands by utilizing appropriate measures. Permittees must use measures based on the nature of the wetland, its vegetative community types and the established hydrology. These measures include in order of preference: a. avoid all significant adverse impacts to wetlands from the project and post-project discharge; b. minimize any unavoidable impacts from the project and post-project discharge; c. provide compensatory mitigation when the permittees determine(s) that there is no reasonable and practicable alternative to having a significant adverse impact on a wetland. For compensatory mitigation, wetland restoration or creation must be of the same type, size and whenever reasonable and practicable in the same watershed as the impacted wetland. [Minn. R. 7050.0186] 23.1 Additional Requirements for Discharges to Special (Prohibited, Restricted, Other) and Impaired Waters. [Minn. R. 7090] 23.2 The BMPs identified for each special or impaired water are required for those areas of the project draining to a discharge point on the project that is within one mile (aerial radius measurement) of special or impaired water and flows to that special or impaired water. [Minn. R. 7090] 23.3 Discharges to the following special waters identified as Prohibited in Minn. R. 7050.0035 Subp. 3 must incorporate the BMPs outlined in items 23.9, 23.10, 23.11, 23.13 and 23.14: a. Boundary Waters Canoe Area Wilderness; Voyageurs National Park; Kettle River from the site of the former dam at Sandstone to its confluence with the Saint Croix River; Rum River from Ogechie Lake spillway to the northernmost confluence with Lake Onamia. b. Those portions of Lake Superior North of latitude 47 degrees, 57 minutes, 13 seconds, East of Hat Point, South of the Minnesota-Ontario boundary, and West of the Minnesota-Michigan boundary; c. Scientific and Natural Areas identified as in Minn. R. 7050.0335 Subp. 3: Boot Lake, Anoka County; Kettle River in sections 15, 22, 23, T 41 N, R 20, Pine County; Pennington Bog, Beltrami County; Purvis Lake-Ober Foundation, Saint Louis County; waters within the borders of Itasca Wilderness Sanctuary, Clearwater County; Wolsfeld Woods, Hennepin County; Green Water Lake, Becker County; Blackdog Preserve, Dakota County; Prairie Bush Clover, Jackson County; Black Lake Bog, Pine County; Pembina Trail Preserve, Polk County; and Falls Creek, Washington County. [Minn. R. 7050.0335, Subp. 3] 23.4 Discharges to the following special waters identified as Restricted must incorporate the BMPs outlined in items 23.9, 23.10 and 23.11: a. Lake Superior, except those portions identified as prohibited in item 23.3.b; b. Mississippi River in those portions from Lake Itasca to the southerly boundary of Morrison County that are included in the Mississippi Headwaters Board comprehensive plan dated February 12, 1981; c. Scenic or Recreational River Segments: Saint Croix River, entire length; Cannon River from northern city limits of Faribault to its confluence with the Mississippi River; North Fork of the Crow River from Lake Koronis outlet to the Meeker-Wright county line; Kettle River from north Pine County line to the site of the former dam at Sandstone; Minnesota River from Lac que Parle dam to Redwood County State Aid Highway 11; Mississippi River from County State Aid Highway 7 bridge in Saint Cloud to northwestern city limits of Anoka; and Rum River from State Highway 27 bridge in Onamia to Madison and Rice streets in Anoka; d. Lake Trout Lakes identified in Minn. R. 7050.0335 including lake trout lakes inside the boundaries of the Boundary Waters Canoe Area Wilderness and Voyageurs National Park; e. Calcareous Fens listed in Minn. R. 7050.0335, Subp. 1. [Minn. R. 7050.0335, Subp. 1] 23.5 Discharges to the Trout Lakes (other special water) identified in Minn. R. 6264.0050, subp. 2 must incorporate the BMPs outlined in items 23.9, 23.10 and 23.11. [Minn. R. 6264.0050, Subp. 2] 23.6 Discharges to the Trout Streams (other special water) listed in Minn. R. 6264.0050, subp. 4 must incorporate the BMPs outlined in items 23.9, 23.10, 23.11 and 23.12. [Minn. R. 6264.0050, Subp. 4] 23.7 Discharges to impaired waters or a water with an USEPA approved TMDL for any of the impairments listed in this item must incorporate the BMPs outlined in items 23.9 and 23.10. Impaired waters are waters identified as impaired under section 303 (d) of the federal Clean Water Act for phosphorus (nutrient eutrophication biological indicators), turbidity, TSS, dissolved oxygen or aquatic biota (fish bioassessment, aquatic plant bioassessment and aquatic macroinvertebrate bioassessment). Terms used for the pollutants or stressors in this item are subject to change. The MPCA will list terminology changes on its construction stormwater website. [Minn. R. 7090] 23.8 Where the additional BMPs in this Section conflict with requirements elsewhere in this permit, items 23.9 through 23.14 take precedence. [Minn. R. 7090] 23.9 Permittees must immediately initiate stabilization of exposed soil areas, as described in item 8.4, and complete the stabilization within seven (7) calendar days after the construction activity in that portion of the site temporarily or permanently ceases. [Minn. R. 7090] 23.10 Permittees must provide a temporary sediment basin as described in Section 14 for common drainage locations that serve an area with five (5) or more acres disturbed at one time. [Minn. R. 7090] 23.11 Permittees must include an undisturbed buffer zone of not less than 100 linear feet from a special water (not including tributaries) and must maintain this buffer zone at all times, both during construction and as a permanent feature post construction, except where a water crossing or other encroachment is necessary to complete the project. Permittees must fully document the circumstance and reasons the buffer encroachment is necessary in the SWPPP and include restoration activities. This permit allows replacement of existing impervious surface within the buffer. Permittees must minimize all potential water quality, scenic and other environmental impacts of these exceptions by the use of additional or redundant (double) BMPs and must document this in the SWPPP for the project. [Minn. R. 7090] 23.12 Permittees must design the permanent stormwater treatment system so the discharge from the project minimizes any increase in the temperature of trout streams resulting from the one (1) and two (2) year 24- hour precipitation events. This includes all tributaries of designated trout streams located within the same Public Land Survey System (PLSS) Section. Permittees must incorporate one or more of the following measures, in order of preference: a. Provide stormwater infiltration or other volume reduction practices as described in item 15.4 and 15.5, to reduce runoff. Infiltration systems must discharge all stormwater routed to the system within 24 hours. b. Provide stormwater filtration as described in Section 17. Filtration systems must discharge all stormwater routed to the system within 24 hours. c. Minimize the discharge from connected impervious surfaces by discharging to vegetated areas, or grass swales, and through the use of other non-structural controls. d. If ponding is used, the design must include an appropriate combination of measures such as shading, vegetated swale discharges or constructed wetland treatment cells that limit temperature increases. The pond must be designed as a dry pond and should draw down in 24 hours or less. e. Other methods that minimize any increase in the temperature of the trout stream. [Minn. R. 7090] 23.13 Permittees must conduct routine site inspections once every three (3) days as described in item 11.2 for projects that discharge to prohibited waters. [Minn. R. 7090] 23.14 If discharges to prohibited waters cannot provide volume reduction equal to one (1) inch times the net increase of impervious surfaces as required in item 15.4 and 15.5, permittees must develop a permanent stormwater treatment system design that will result in no net increase of TSS or phosphorus to the prohibited water. Permittees must keep the plan in the SWPPP for the project. [Minn. R. 7090] 24.1 General Provisions. [Minn. R. 7090] 24.2 If the MPCA determines that an individual permit would more appropriately regulate the construction activity, the MPCA may require an individual permit to continue the construction activity. Coverage under this general permit will remain in effect until the MPCA issues an individual permit. [Minn. R. 7001.0210,Subp. 6] 24.3 If the permittee cannot meet the terms and conditions of this general permit, an owner may request an individual permit, in accordance with Minn. R. 7001.0210 subp. 6. [Minn. R. 7001.0210, Subp. 6] 24.4 Any interested person may petition the MPCA to require an individual NPDES/SDS permit in accordance with 40 CFR 122.28(b)(3). [40 CFR 122.29(b)(3)] 24.5 Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit and for three (3) years following the NOT. [Minn. R.7090] 24.6 Permittees may not assign or transfer this permit except when the transfer occurs in accordance with the applicable requirements of item 3.7 and 3.8. [Minn. R. 7090] 24.7 Nothing in this permit must be construed to relieve the permittees from civil or criminal penalties for noncompliance with the terms and conditions provided herein. Nothing in this permit must be construed to preclude the initiation of any legal action or relieve the permittees from any responsibilities, liabilities, or penalties to which the permittees is/are or may be subject to under Section 311 of the Clean Water Act and Minn. Stat. Sect. 115 and 116, as amended. Permittees are not liable for permit requirements for activities occurring on those portions of a site where the permit has been transferred to another party as required in item 3.7 or the permittees have submitted the NOT as required in Section 4. [Minn. R. 7090] 24.8 The provisions of this permit are severable. If any provision of this permit or the application of any provision of this permit to any circumstances is held invalid, the application of such provision to other circumstances, and the remainder of this permit must not be affected thereby. [Minn. R. 7090] 24.9 The permittees must comply with the provisions of Minn. R. 7001.0150, subp. 3 and Minn. R. 7001.1090, subp. 1(A), 1(B), 1(C), 1(H), 1(I), 1(J), 1(K), and 1(L). [Minn. R. 7090] 24.10 The permittees must allow access as provided in 40 CFR 122.41(i) and Minn. Stat. Sect. 115.04. The permittees must allow representatives of the MPCA or any member, employee or agent thereof, when authorized by it, upon presentation of credentials, to enter upon any property, public or private, for the purpose of obtaining information or examination of records or conducting surveys or investigations. [40 CFR 122.41(i)] 24.11 For the purposes of Minn. R. 7090 and other documents that reference specific sections of this permit, "Stormwater Discharge Design Requirements" corresponds to Sections 5, 6 and 14 through 21; "Construction Activity Requirements" corresponds to Sections 7 through 13; and "Appendix A" corresponds to Sections 22 and 23. [Minn. R. 7090] 265241 266242 267243 SB-1 268244 269245 270246 271247 272248 273249 274250 PARKING AREA PHASE I BUILDING 100' x 200' PHASE I BUILDING 100' x 200' PHASE I BUILDING PHASE I BUILDING 100' x 225' 100' x 225' BUILDING B BUILDING A BUILDING D BUILDING C F L Y I N G C L O U D S D R I V EGREAT PLAINS BLVDDETENTION PONDReproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of date: job: d. by: rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20227/5/2022 8:53:33 AMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-0.1 BJK, ZTS 05-06-2022 22-054A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA1" = 50'-0"A-0.1 1 SITE PLAN 275251 276252 A-1.2 1 A-1.3 1 A-1.4 1 A-1.5 1100'-9 1/8"226'-8 3/4"79'-11 1/4"100'-9 1/8"31'-6 3/4"226'-8 3/4" 200'-8 3/4"200'-8 3/4"31'-6 3/4"100'-9 1/8"100'-9 1/8"25'-0"24'-0"BUILDING ABUILDING B BUILDING CBUILDING D Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of date: job: d. by: rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 1:09:39 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-1.1 05-06-2022 22-054A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA1/16" = 1'-0"A-1.1 1 FIRST FLOOR PLAN- OVERALL 277253 A101A100 A102 A103 A104 A105 A106 A107 A108 3'-4 3/4" 3'-4" 1'-4" 22'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 22'-0" 1'-4"3'-4"3'-4 3/4" 33'-10"6"25'-6"6"25'-6"6"25'-6"6"25'-6"6"25'-6"6"33'-10"98'-2 3/8"200'-1 1/2" A A A A A A 4'-9" 6" 4'-9"4'-9" 6" 4'-9"4'-9" 6" 4'-9"4'-9" 6" 4'-9"4'-9" 6" 4'-9"4'-9" 6" 4'-9"100'-5 1/2"25'-0"24'-0"2'-0"2'-0" 24'-0 3/4"153'-0 3/4"78'-2 1/8"27'-0 3/4" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 4'-0 3/4" A109 A110 A111 A112 A113 A114 Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of date: job: d. by: rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 1:09:41 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-1.2 Author 05-06-2022 22-054 12/19/08A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA1/8" = 1'-0"A-1.2 1 BUILDING A - FLOOR PLAN 278254 B100 B101 B102 B103 B104 B105 B106 B107 B108 A A A A A A 4'-0 3/4" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 27'-0 3/4" 25'-0"24'-0 3/4"153'-0 3/4"24'-0"78'-5 3/4"1'-8 3/8"2'-0"200'-5 1/8" 3'-8 3/8" 3'-4" 1'-4" 22'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 22'-0" 1'-4" 3'-4" 3'-4 3/4" 4'-9" 6" 4'-9"4'-9" 6" 4'-9"4'-9" 6" 4'-9"4'-9" 6" 4'-9"4'-9" 6" 4'-9"4'-9" 6" 4'-9" 33'-10" 6" 25'-6" 6" 25'-6" 6" 25'-6" 6" 25'-6" 6" 25'-6" 6" 33'-10"98'-2 3/8"14'-2 1/8"16'-0"12'-0"16'-0"12'-0"8'-0"3 5/8"B109 B110 B111 B112 B113 B114B117B116B115 Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of date: job: d. by: rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 1:09:42 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-1.3 Author 05-06-2022 22-054 05/03/22A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA1/8" = 1'-0"A-1.3 1 BUILDING B - FLOOR PLAN 279255 C100C101C102C103C104C105C106C107C108C109226'-1 1/2"27'-0 3/4" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 27'-0 3/4"100'-5 1/2"33'-10"6"25'-6"6"25'-6"6"25'-6"6"25'-6"6"25'-6"6"25'-6"6"33'-10"98'-6"4'-9"6"4'-9"4'-9"6"4'-9"4'-9"6"4'-9"4'-9"6"4'-9"4'-9"6"4'-9"4'-9"6"4'-9"4'-9"6"4'-9"3'-4 3/4" 3'-4" 1'-4" 22'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 22'-0" 1'-4" 3'-4" 3'-4 3/4"226'-1 1/2"AAAAAAAC110C111C112C113C114C115C116Reproducing Is Prohibited. Return Upon Request.©Copyright. This Print/Computer FileGries Architectural Group, Inc.Use Only For Purpose Which Loaned. Copying OrIs The Exclusive Property Ofdate:job:d. by:rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 1:09:43 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-1.4Author05-06-202222-05405/03/22A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA1/8" = 1'-0"A-1.41BUILDING C - FLOOR PLAN 280256 D100D101D102D103D104D105D106D107D108D1093'-8 3/8" 3'-4" 1'-4" 22'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 22'-0" 1'-4" 3'-4" 3'-4 3/4"4'-9"6"4'-9"4'-9"6"4'-9"4'-9"6"4'-9"4'-9"6"4'-9"4'-9"6"4'-9"4'-9"6"4'-9"4'-9"6"4'-9"33'-10"6"25'-6"6"25'-6"6"25'-6"6"25'-6"6"25'-6"6"25'-6"6"33'-10"98'-6"AAAAAAA14'-2 1/8" 16'-0" 12'-0" 16'-0" 12'-0" 16'-0" 14'-7"100'-9 1/8"226'-5 1/8"27'-4 3/8" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 10'-0" 16'-0" 27'-0 3/4"D116D115D114D113D112D111D110D117D118D119Reproducing Is Prohibited. Return Upon Request.©Copyright. This Print/Computer FileGries Architectural Group, Inc.Use Only For Purpose Which Loaned. Copying OrIs The Exclusive Property Ofdate:job:d. by:rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 1:09:44 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-1.5Author05-06-202222-05405/03/22A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA1/8" = 1'-0"A-1.51BUILDING D - FLOOR PLAN 281257 HOLLOW METAL (GALVANIZED). PAINTED, INSULATED1" THK., PPG SOLARBAN 60, CLEAR, TEMP. INSULATED GLAZING (STD. NARROW LITE)AOVERHEAD DOORBSEE SCHED.SCHED.SEESEE SCHED.SEE SCHED.HOLLOW METALPAINTED1ALUMINUM, STORE-FRONT FRAME (2"x4 1/2"), CLEAR ANODIZED1" THK., PPG SOLARBAN 60, TEMP. INSULATED GLAZING210'-0" 8'-0"ALUMINUM, STORE-FRONT FRAME (2"x4 1/2"), CLEAR ANODIZED1" THK., PPG SOLARBAN 60, TEMP. INSULATED GLAZING3ALUMINUM, STORE-FRONT FRAME (2"x4 1/2"), CLEAR ANODIZED1" THK., PPG SOLARBAN 60, TEMP. INSULATED GLAZING412'-0" 4'-0"10'-0" 8'-0"18'-0"16'-0"18'-0"SEE SCHED. 2"2"SCHED.SEE2"2" 4'-1" 2" 3'-5" 2"16'-0"2" EQ.2"EQ.2"EQ.2"EQ. 2"2" 4'-1" 2" 3'-5" 2"2" EQ.2"EQ. 2"8'-0"2"3'-8"2"16'-0"2" EQ.2"EQ.2"EQ.2"EQ. 2"GENERAL DOOR & WINDOW NOTES:• VERIFY ALL OPENING DIMENSIONS PRIOR TO FABRICATION OR CONSTRUCTION OF ALL DOORS & FRAMES.• ALL HARDWARE TO BE AMERICANS WITH DISABILITIES ACT (A.D.A.) COMPLIANT.• PROPER EXIT HARDWARE IS REQUIRED ON ALL EXIT AND EXIT ACCESS DOORS. HARDWARE SHALL COMPLY WITH REQUIREMENTS OF IBC SECTION 1008.1.8 THRU 1008.1.9.• ALL FRAMES TO BE FIELD VERIFIED PRIOR TO FABRICATION BY WINDOW SUPPLIER.• ALL GLAZING IN HAZARDOUS IMPACT AREAS SHALL BE SAFETY GLAZING IN ACCORDANCE WITH SECTION 2406.• ALL HOLLOW METAL DOORS/FRAMES SHALL BE WELDED. NO KNOCK DOWN FRAMES PERMITTED.• ALL EXPOSED STEEL LINTELS TO BE PRIMED & PAINTED PER SPECIFICATION.• ALL EXTERIOR HOLLOW METAL EXIT DOORS TO HAVE LATCH GUARDS AND CLOSERS.• ALUMINUM ENTRANCE DOORS SHALL BE EQUIPPED WITH CYLINDER LOCK, INTERIOR TURN-LOCK, SURFACE MOUNTED SELF CLOSER AND DOOR STOP.• STANDARD ROUND PUSH/PULLS UNLESS NOTED OTHERWISE. FINISH TO MATCH DOORS.• ALL KEYING SHALL BE COORDINATED AND VERIFIED WITH OWNER AND/OR OWNER'S REPRESENTATIVE.• ALL INTERIOR ALUMINUM FRAMES SHALL HAVE A MAXIMUM 1/8" CAULK JOINT AROUND PERIMETER.6" MTL. STUDS @ 16" O.C.NOTE:ALL EXPOSED C.M.U. OUTSIDE CORNERS @ WALLS, OPENING JAMBS & UNFINISHED SILL SHALL HAVE SQUARE CORNERS, TYP.NOTE:ALL GYP. BOARD SHALL EXTEND TO FULL HEIGHT OF STUD WALL, OR TO BOT. OF GYP. BD. CLG.(REFER TO REFL. CLG. PLANS). ALL GYP. BD. SHALL EXTEND 6" ABOVE HIGHEST ADJACENT CEILING, UNLESS NOTED OTHERWISE. ALL STUDS SHALL BE ADEQUATELY SUPPORTED AS TO MAINTAIN A RIGID WALL ASSEMBLY.5/8"6"5/8"7 1/4"ASTUD & GYP. BD., FULL HT.5/8" QUIET ROCK, EACH SIDENOTE:MTL. STUD SIZES & GUAGES FOR INTERIOR NON-BRG. WALLS:3 5/8", 25 GA., 13'-6" HIGH @ 16" O.C., 11'-9" @ 24" O.C.3 5/8", 22 GA., 15'-3" HIGH @ 16" O.C., 13'-4" @ 24" O.C.3 5/8", 20 GA., 15'-11" HIGH @ 16" O.C., 13'-11" @ 24" O.C.6", 25 GA., 20'-0" HIGH @ 16" O.C., 17'-6" @ 24" O.C.6", 22 GA., 22'-9" HIGH @ 16" O.C., 19'-11" @ 24" O.C.3 5/8", 20 GA., 23'-9" HIGH @ 16" O.C., 20'-9" @ 24" O.C.(THESE STUD HEIGHTS ARE BASED ON HAVING (1) LAYER OF DRYWALL EACH FACE).NOTE:18 GA. STUDS @ DOOR JAMBS.Reproducing Is Prohibited. Return Upon Request.©Copyright. This Print/Computer FileGries Architectural Group, Inc.Use Only For Purpose Which Loaned. Copying OrIs The Exclusive Property Ofdate:job:d. by:rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 1:09:47 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-3.1ZTS05-06-202222-054A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA1/4" = 1'-0"DOOR ELEVATIONS1/4" = 1'-0"FRAME ELEVATIONSDOOR SCHEDULEDOORNO.FROMTOHANDDOORFRAMEHRD'W.GROUPFIRERATINGREMARKSOPENINGTYPEMAT'LFINISHTYPEMAT'LFINISHWIDTHHEIGHTFIRST FLOORA100 EXTERIOR INT. STORAGE LH 3' - 0" 7' - 0" A H.M. PAINT 1H.M. PAINT --A101 EXTERIOR INT. STORAGE OHD 22' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --A102 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --A103 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --A104 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --A105 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --A106 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --A107 EXTERIOR INT. STORAGE OHD 22' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --A108 EXTERIOR INT. STORAGE RH 3' - 0" 7' - 0" A H.M. PAINT 1H.M. PAINT --A109 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --A110 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --A111 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --A112 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --A113 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --A114 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --B100 EXTERIOR INT. STORAGE LH 3' - 0" 7' - 0" A H.M. PAINT 1H.M. PAINT --B101 EXTERIOR INT. STORAGE OHD 22' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --B102 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --B103 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --B104 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --B105 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --B106 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --B107 EXTERIOR INT. STORAGE OHD 22' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --B108 EXTERIOR INT. STORAGE RH 3' - 0" 7' - 0" A H.M. ANOD. 1H.M. PAINT --B109 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --B110 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --B111 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --B112 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --B113 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --B114 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --B115 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --B116 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --B117 EXTERIOR INT. STORAGE BL 8' - 0" 8' - 0" -- -- -- 3 ALUM. ANOD. --C100 EXTERIOR INT. STORAGE LH 3' - 0" 7' - 0" A H.M. PAINT 1H.M. PAINT --C101 EXTERIOR INT. STORAGE OHD 22' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --C102 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --C103 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --C104 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --C105 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --C106 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --C107 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --C108 EXTERIOR INT. STORAGE OHD 22' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --C109 EXTERIOR INT. STORAGE RH 3' - 0" 7' - 0" A H.M. PAINT 1H.M. PAINT --C110 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --C111 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --C112 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --C113 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --C114 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --C115 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --C116 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --D100 EXTERIOR INT. STORAGE LH 3' - 0" 7' - 0" A H.M. PAINT 1H.M. PAINT --D101 EXTERIOR INT. STORAGE OHD 22' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --D102 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --D103 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --D104 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --D105 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --D106 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --D107 EXTERIOR INT. STORAGE OHD 16' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --D108 EXTERIOR INT. STORAGE OHD 22' - 0" 16' - 0" B ALUM. ANOD. MFR. -- -- --D109 EXTERIOR INT. STORAGE RH 3' - 0" 7' - 0" A H.M. PAINT 1H.M. PAINT --D110 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --D111 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --D112 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --D113 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --D114 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --D115 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --D116 EXTERIOR INT. STORAGE BL 16' - 0" 4' - 0" -- -- -- 4 ALUM. ANOD. --D117 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --D118 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --D119 EXTERIOR INT. STORAGE BL 16' - 0" 8' - 0" -- -- -- 2 ALUM. ANOD. --1" = 1'-0"INTERIOR WALL TYPES282258 MP-1MP-2CMU-1MP-1MP-1MP-1MP-1MP-1MP-1MP-1MP-2MP-2MP-2MP-2MP-2MP-2CMU-1CMU-1CMU-1CMU-1CMU-1CMU-1CMU-1A107A106A105A108A104A103A102A101A10037'-9 3/4"D-1D-2D-2D-2D-2D-2D-2D-2D-1RF-120'-0"BRK-1MP-2CMU-1A109A110A111A112A113A114CW-1CW-1CW-1CW-1CW-1CW-14" 12"4" 12"RF-2RF-130'-0"20'-0"37'-9 3/4"BRK-1CMU-1MP-14" 12"4" 12"4" 12"4" 12"37'-9 3/4"RF-220'-0"30'-0"CMU-1MP-14" 12"4" 12"20'-0"37'-9 3/4"EXTERIOR FINISH KEY NOTESMP-1STONEFACED CMU:MFR: COUNTY MATERIALS CORPORATIONFINISH/COLOR: SPLITFACE/BUFFLOCATION: REFER TO EXTERIOR ELEVATIONSCMU-1MTL. WALL PANEL:MANUFACTURER: METL SPANMATERIAL: INSULATED METAL PANEL - CF ARCHITECTURAL VERTICAL - 30" WIDE, 2-1/2" THK.COLOR/FINISH: SANDSTONE WITH STUCCO FINISHLOCATION: REFER TO EXTERIOR ELEVATIONSMATERIAL SUMMARYKEY NOTEMATERIAL SUMMARYKEY NOTECURTAIN WALL:MFR: KAWNEER (BASIS OF DESIGN)STYLE: 1600 CURTAINWALL SYSTEM (MATCH EXIST.), THERMALLY BROKEN (REFER TO EXTERIOR ELEVATIONS & FRAME ELEVATIONS) REINFORCED MULLIONS AS REQUIRED, VERIFIED AND ENGINEERED BY CURTAINWALL MFR.GLAZING: 1" INSULATED, PPG, SOLARBAN 60, COLOR T.B.D.FINISH/COLOR: CLEAR ANODIZED (CLASS 1)CW-1MP-2BRICK:MFR: COUNTY MATERIALS CORPORATIONFINISH/COLOR: COFFEE BLENDLOCATION: REFER TO EXTERIOR ELEVATIONSBRK-1D-1DOOR:COLOR/FINISH: SANDSTONE OR COLOR TO MATCH OHDLOCATION: REFER TO EXTERIOR ELEVATIONSD-2OVERHEAD DOOR:MANUFACTURER: CHI OVERHEAD DOORSCOLOR/FINISH: SANDSTONELOCATION: REFER TO EXTERIOR ELEVATIONSMTL. WALL PANEL:MANUFACTURER: LONGBOARD INSPIRING FACADESMATERIAL: 6" V-GROOVE, TONGUE & GROOVE LAP SIDINGCOLOR/FINISH: DARK ACACIALOCATION: REFER TO EXTERIOR ELEVATIONSRF-2ROOFING:MANUFACTURER: METL SPANMATERIAL: CFR ROOF PANEL COLOR/FINISH: TERRACOTTALOCATION: REFER TO EXTERIOR ELEVATIONSRF-1ROOFING:MANUFACTURER: METL SPANMATERIAL: CFR ROOF PANEL COLOR/FINISH: MEDIUM BRONZELOCATION: REFER TO EXTERIOR ELEVATIONSReproducing Is Prohibited. Return Upon Request.©Copyright. This Print/Computer FileGries Architectural Group, Inc.Use Only For Purpose Which Loaned. Copying OrIs The Exclusive Property Ofdate:job:d. by:rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 1:09:48 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-4.1ZTS05-06-202222-054A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA1/16" = 1'-0"A-4.11BUILDING A - NORTH ELEVATION1/16" = 1'-0"A-4.12BUILDING A - SOUTH ELEVATION1/16" = 1'-0"A-4.13BUILDING A - EAST ELEVATION1/16" = 1'-0"A-4.14BUILDING A - WEST ELEVATIONOPENINGS = 49.5%MP-1= 28.5%MP-2= 16.8%CMU-1 = 5.2%BRK-1 = 17.5%MP-2= 23.8%SF-1 = 17.6%CMU-1 = 41.1%MP-1= 68.7%BRK-1= 23.6%CMU-1= 7.6%MP-1 = 89.5%CMU-1= 10.5%283259 EXTERIOR FINISH KEY NOTESMP-1STONEFACED CMU:MFR: COUNTY MATERIALS CORPORATIONFINISH/COLOR: SPLITFACE/BUFFLOCATION: REFER TO EXTERIOR ELEVATIONSCMU-1MTL. WALL PANEL:MANUFACTURER: METL SPANMATERIAL: INSULATED METAL PANEL - CF ARCHITECTURAL VERTICAL - 30" WIDE, 2-1/2" THK.COLOR/FINISH: SANDSTONE WITH STUCCO FINISHLOCATION: REFER TO EXTERIOR ELEVATIONSMATERIAL SUMMARYKEY NOTEMATERIAL SUMMARYKEY NOTECURTAIN WALL:MFR: KAWNEER (BASIS OF DESIGN)STYLE: 1600 CURTAINWALL SYSTEM (MATCH EXIST.), THERMALLY BROKEN (REFER TO EXTERIOR ELEVATIONS & FRAME ELEVATIONS) REINFORCED MULLIONS AS REQUIRED, VERIFIED AND ENGINEERED BY CURTAINWALL MFR.GLAZING: 1" INSULATED, PPG, SOLARBAN 60, COLOR T.B.D.FINISH/COLOR: CLEAR ANODIZED (CLASS 1)CW-1MP-2BRICK:MFR: COUNTY MATERIALS CORPORATIONFINISH/COLOR: COFFEE BLENDLOCATION: REFER TO EXTERIOR ELEVATIONSBRK-1D-1DOOR:COLOR/FINISH: SANDSTONE OR COLOR TO MATCH OHDLOCATION: REFER TO EXTERIOR ELEVATIONSD-2OVERHEAD DOOR:MANUFACTURER: CHI OVERHEAD DOORSCOLOR/FINISH: SANDSTONELOCATION: REFER TO EXTERIOR ELEVATIONSMTL. WALL PANEL:MANUFACTURER: LONGBOARD INSPIRING FACADESMATERIAL: 6" V-GROOVE, TONGUE & GROOVE LAP SIDINGCOLOR/FINISH: DARK ACACIALOCATION: REFER TO EXTERIOR ELEVATIONSRF-2ROOFING:MANUFACTURER: METL SPANMATERIAL: CFR ROOF PANEL COLOR/FINISH: TERRACOTTALOCATION: REFER TO EXTERIOR ELEVATIONSRF-1ROOFING:MANUFACTURER: METL SPANMATERIAL: CFR ROOF PANEL COLOR/FINISH: MEDIUM BRONZELOCATION: REFER TO EXTERIOR ELEVATIONSMP-1CMU-1MP-2MP-1MP-2MP-1MP-2MP-1MP-2MP-1MP-2MP-1MP-2MP-1MP-2CMU-1CMU-1CMU-1CMU-1CMU-1CMU-1CMU-1B108B107B106B105B104B103B102B101B10037'-9 3/4"D-2D-1D-1D-2D-2D-2D-2D-2D-2RF-120'-0"CMU-1MP-2BRK-1B109B110B111B112B113B114CW-1CW-1CW-1CW-1CW-1CW-14" 12"4" 12"RF-1RF-237'-9 3/4"20'-0"30'-0"MP-1CMU-14" 12"4" 12"37'-9 3/4"20'-0"CMU-1MP-2BRK-1B115B116B117CW-1CW-14" 12"4" 12"4" 12"4" 12"RF-220'-0"37'-9 3/4"30'-0"Reproducing Is Prohibited. Return Upon Request.©Copyright. This Print/Computer FileGries Architectural Group, Inc.Use Only For Purpose Which Loaned. Copying OrIs The Exclusive Property Ofdate:job:d. by:rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 1:09:50 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-4.2ZTS05-06-202222-054A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA1/16" = 1'-0"A-4.21BUILDING B - NORTH ELEVATION1/16" = 1'-0"A-4.22BUILDING B - SOUTH ELEVATION1/16" = 1'-0"A-4.23BUILDING B - EAST ELEVATION1/16" = 1'-0"A-4.24BUILDING B - WEST ELEVATIONOPENINGS = 49.7%MP-1= 27%MP-2= 16.2%CMU-1 = 7.1%BRK-1 = 17.5%MP-2= 23.8%SF-1 = 17.6%CMU-1 = 41.1%MP-1= 89.5%CMU-1= 10.5%BRK-1= 23.6%MP-1 = 35.2%SF-1= 10.4%CMU-1= 30.8%284260 MP-1C110C111C112C113C114C115C116CW-1CW-1CW-1CW-1CW-1CW-1CW-1RF-137'-9 3/4"20'-0"CMU-1MP-1MP-2MP-1MP-2CMU-1MP-1MP-2CMU-1MP-1MP-2CMU-1MP-1MP-2CMU-1MP-1MP-2CMU-1MP-1MP-2CMU-1MP-1MP-2CMU-1MP-1CMU-1C100C101C102C103C104C105C106C107C108C109D-1D-2D-2D-2D-2D-2D-2D-2D-2D-1RF-120'-0"37'-9 3/4"CMU-1MP-14" 12"4" 12"37'-9 3/4"20'-0"CMU-1MP-14" 12"4" 12"37'-9 3/4"20'-0"EXTERIOR FINISH KEY NOTESMP-1STONEFACED CMU:MFR: COUNTY MATERIALS CORPORATIONFINISH/COLOR: SPLITFACE/BUFFLOCATION: REFER TO EXTERIOR ELEVATIONSCMU-1MTL. WALL PANEL:MANUFACTURER: METL SPANMATERIAL: INSULATED METAL PANEL - CF ARCHITECTURAL VERTICAL - 30" WIDE, 2-1/2" THK.COLOR/FINISH: SANDSTONE WITH STUCCO FINISHLOCATION: REFER TO EXTERIOR ELEVATIONSMATERIAL SUMMARYKEY NOTEMATERIAL SUMMARYKEY NOTECURTAIN WALL:MFR: KAWNEER (BASIS OF DESIGN)STYLE: 1600 CURTAINWALL SYSTEM (MATCH EXIST.), THERMALLY BROKEN (REFER TO EXTERIOR ELEVATIONS & FRAME ELEVATIONS) REINFORCED MULLIONS AS REQUIRED, VERIFIED AND ENGINEERED BY CURTAINWALL MFR.GLAZING: 1" INSULATED, PPG, SOLARBAN 60, COLOR T.B.D.FINISH/COLOR: CLEAR ANODIZED (CLASS 1)CW-1MP-2BRICK:MFR: COUNTY MATERIALS CORPORATIONFINISH/COLOR: COFFEE BLENDLOCATION: REFER TO EXTERIOR ELEVATIONSBRK-1D-1DOOR:COLOR/FINISH: SANDSTONE OR COLOR TO MATCH OHDLOCATION: REFER TO EXTERIOR ELEVATIONSD-2OVERHEAD DOOR:MANUFACTURER: CHI OVERHEAD DOORSCOLOR/FINISH: SANDSTONELOCATION: REFER TO EXTERIOR ELEVATIONSMTL. WALL PANEL:MANUFACTURER: LONGBOARD INSPIRING FACADESMATERIAL: 6" V-GROOVE, TONGUE & GROOVE LAP SIDINGCOLOR/FINISH: DARK ACACIALOCATION: REFER TO EXTERIOR ELEVATIONSRF-2ROOFING:MANUFACTURER: METL SPANMATERIAL: CFR ROOF PANEL COLOR/FINISH: TERRACOTTALOCATION: REFER TO EXTERIOR ELEVATIONSRF-1ROOFING:MANUFACTURER: METL SPANMATERIAL: CFR ROOF PANEL COLOR/FINISH: MEDIUM BRONZELOCATION: REFER TO EXTERIOR ELEVATIONSReproducing Is Prohibited. Return Upon Request.©Copyright. This Print/Computer FileGries Architectural Group, Inc.Use Only For Purpose Which Loaned. Copying OrIs The Exclusive Property Ofdate:job:d. by:rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 1:09:51 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-4.3ZTS05-06-202222-054A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA1/16" = 1'-0"A-4.31BUILDING C - NORTH ELEVATION1/16" = 1'-0"A-4.32BUILDING C - SOUTH ELEVATION1/16" = 1'-0"A-4.33BUILDING C - EAST ELEVATION1/16" = 1'-0"A-4.34BUILDING C - WEST ELEVATIONOPENINGS = 20.1%MP-1= 27.4%MP-2= 17.4%CMU-1 = 5.1%MP-1= 90.2%SF-1 = 8.8%MP-1= 89.5%CMU-1= 10.5%MP-1 = 89.5%CMU-1= 10.5%285261 MP-1D110D111D112D113D114D115D116CW-1CW-1CW-1CW-1CW-1CW-1CW-1RF-137'-9 3/4"20'-0"MP-1MP-2CMU-1MP-1MP-1MP-1MP-1MP-1MP-1MP-1MP-2MP-2MP-2MP-2MP-2MP-2MP-2CMU-1CMU-1CMU-1CMU-1CMU-1CMU-1CMU-1CMU-1D101D102D103D104D105D106D107D108D100D109D-2D-1D-2D-2D-2D-2D-2D-2D-2D-1RF-120'-0"37'-9 3/4"MP-1CMU-14" 12"4" 12"20'-0"37'-9 3/4"MP-2CMU-1D117D118D119CW-1CW-14" 12"4" 12"20'-0"37'-9 3/4"EXTERIOR FINISH KEY NOTESMP-1STONEFACED CMU:MFR: COUNTY MATERIALS CORPORATIONFINISH/COLOR: SPLITFACE/BUFFLOCATION: REFER TO EXTERIOR ELEVATIONSCMU-1MTL. WALL PANEL:MANUFACTURER: METL SPANMATERIAL: INSULATED METAL PANEL - CF ARCHITECTURAL VERTICAL - 30" WIDE, 2-1/2" THK.COLOR/FINISH: SANDSTONE WITH STUCCO FINISHLOCATION: REFER TO EXTERIOR ELEVATIONSMATERIAL SUMMARYKEY NOTEMATERIAL SUMMARYKEY NOTECURTAIN WALL:MFR: KAWNEER (BASIS OF DESIGN)STYLE: 1600 CURTAINWALL SYSTEM (MATCH EXIST.), THERMALLY BROKEN (REFER TO EXTERIOR ELEVATIONS & FRAME ELEVATIONS) REINFORCED MULLIONS AS REQUIRED, VERIFIED AND ENGINEERED BY CURTAINWALL MFR.GLAZING: 1" INSULATED, PPG, SOLARBAN 60, COLOR T.B.D.FINISH/COLOR: CLEAR ANODIZED (CLASS 1)CW-1MP-2BRICK:MFR: COUNTY MATERIALS CORPORATIONFINISH/COLOR: COFFEE BLENDLOCATION: REFER TO EXTERIOR ELEVATIONSBRK-1D-1DOOR:COLOR/FINISH: SANDSTONE OR COLOR TO MATCH OHDLOCATION: REFER TO EXTERIOR ELEVATIONSD-2OVERHEAD DOOR:MANUFACTURER: CHI OVERHEAD DOORSCOLOR/FINISH: SANDSTONELOCATION: REFER TO EXTERIOR ELEVATIONSMTL. WALL PANEL:MANUFACTURER: LONGBOARD INSPIRING FACADESMATERIAL: 6" V-GROOVE, TONGUE & GROOVE LAP SIDINGCOLOR/FINISH: DARK ACACIALOCATION: REFER TO EXTERIOR ELEVATIONSRF-2ROOFING:MANUFACTURER: METL SPANMATERIAL: CFR ROOF PANEL COLOR/FINISH: TERRACOTTALOCATION: REFER TO EXTERIOR ELEVATIONSRF-1ROOFING:MANUFACTURER: METL SPANMATERIAL: CFR ROOF PANEL COLOR/FINISH: MEDIUM BRONZELOCATION: REFER TO EXTERIOR ELEVATIONSReproducing Is Prohibited. Return Upon Request.©Copyright. This Print/Computer FileGries Architectural Group, Inc.Use Only For Purpose Which Loaned. Copying OrIs The Exclusive Property Ofdate:job:d. by:rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 1:09:53 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-4.4ZTS05-06-202222-054A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA1/16" = 1'-0"A-4.41BUILDING D - NORTH ELEVATION1/16" = 1'-0"A-4.42BUILDING D - SOUTH ELEVATION1/16" = 1'-0"A-4.43BUILDING D - EAST ELEVATION1/16" = 1'-0"A-4.44BUILDING D - WEST ELEVATIONOPENINGS = 50.1%MP-1= 28%MP-2= 14.9%CMU-1 = 7%MP-2= 90.2%SF-1 = 9.8%MP-1= 89.5%CMU-1= 10.5%MP-2 = 41.1%SF-1= 12.5CMU-1= 46.4%286262 Reproducing Is Prohibited. Return Upon Request.©Copyright. This Print/Computer FileGries Architectural Group, Inc.Use Only For Purpose Which Loaned. Copying OrIs The Exclusive Property Ofdate:job:d. by:rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.gries.designCITY SUBMITTAL 05/06/20225/6/2022 1:09:54 PMZ:\2022\22-054 RSI Marine Storage\22-054 Revit\22-054_RSI Marine Storage.rvtA-11.1ZTS05-06-202222-054A NEW STORAGE FACILITY FOR:RSI MARINE STORAGECHANHASSEN, MINNESOTA287263 288264 289265 RSI MARINE Chanhassen, MN For RSI MARINE STORMWATER MANAGEMENT NARRATIVE & SUMMARY June, 1, 2022 I hereby certify that this plan and report were prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. __________________________ Joel G. Cooper P.E. License No. 18495 290266 EXISTING CONDITIONS The RSI site is located at the northeast corner of Flying Cloud Drive and Great Plains Blvd. The existing site was previously constructed with a building and parking lot for an animal daycare and overnight facility. The site has both hydrologic soil groups B and C on-site. The predominate soil group for the site is hydrologic group C. The site drains from north to south and drains to the Flying Cloud Drive ditch along the north side of the road and eventually drains to across the road and to Rice Lake. The site ranges in elevation from 798 on the north side to 726 on the south side. The property is currently sitting empty and not being utilized. The vegetation is a combination of grass and trees. PROPOSED CONDITIONS The site is being proposed to be developed into four (4) buildings of 20,000 square feet each with an access off of Flying Cloud Drive in the southeast corner of the property. The proposed development will collect storm water from the building and drive and direct the stormwater into a stormwater pond in the southwest corner of the property through an on-site storm sewer system. The proposed site has been modeled using HydroCAD with Atlas 14 stormwater events for the 1,2,10 and 100-year events. The proposed and existing stormwater run-off rates for the site are as follows: YEAR EXISTING PROPOSED The infiltration for the site will be provided with a filtration pond adjacent to the stormwater pond. The proposed site will have 2.99 acres or 130,220 square feet of impervious surface. The impervious surface is required to infiltrate the first one inch of stormwater runoff. The proposed infiltration required is 130,220 sq ft x 1 inch/12inch or 10,852 cubic feet. The infiltration volume provided is 16,921 cubic feet. WATER QUALITY We have modeled the site using P8 to determine the pre-development loading for the site and the post-development loading. The following is a summary of the model results: EXISTING PROPOSED TSS 429.2 lbs/yr 20.7 lbs/yr TP 1.8 lbs/yr 0.4 lbs/yr 1 YEAR 5.99 c.f.s. 5.03 c.f.s. 2 YEAR 8.37 c.f.s 6.60 c.f.s 10 YEAR 23.65 c.f.s. 9.75 c.f.s 100 YEAR 45.21 c.f.s. 16.53 c.f.s 291267 The TSS and TP for the proposed development is less than the existing site conditions and meets the requirements of the lower Minnesota River Watershed requirements. We have attached the HydroCAD and P8 model for your review. If you have any questions, please call. Sincerely, James R Hill, Inc. Joel G. Cooper P.E. President 292268 1S EX SUBCATCHMENT Routing Diagram for RSI Marine site Chanhassen,Mn 23953 Prepared by JRH INC, Printed 5/6/2022 HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Subcat Reach Pond Link 293269 EXISTING RSI Marine site Chanhassen,Mn 23953 Printed 5/6/2022Prepared by JRH INC Page 2HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 7.860 74 >75% Grass cover, Good, HSG C (1S) 0.410 98 Paved parking, HSG C (1S) 8.270 75 TOTAL AREA 294270 EXISTING RSI Marine site Chanhassen,Mn 23953 Printed 5/6/2022Prepared by JRH INC Page 3HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 0.000 HSG B 8.270 HSG C 1S 0.000 HSG D 0.000 Other 8.270 TOTAL AREA 295271 EXISTING MSE 24-hr 3 1 year Rainfall=2.50"RSI Marine site Chanhassen,Mn 23953 Printed 5/6/2022Prepared by JRH INC Page 4HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: EX SUBCATCHMENT Runoff = 5.99 cfs @ 12.28 hrs, Volume= 0.448 af, Depth= 0.65" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1 year Rainfall=2.50" Area (ac) CN Description 7.860 74 >75% Grass cover, Good, HSG C 0.410 98 Paved parking, HSG C 8.270 75 Weighted Average 7.860 95.04% Pervious Area 0.410 4.96% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.3 270 0.2000 0.34 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 2.7 290 0.0138 1.76 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.9 130 0.1080 2.30 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 16.9 690 Total Subcatchment 1S: EX SUBCATCHMENT Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)6 5 4 3 2 1 0 MSE 24-hr 3 1 year Rainfall=2.50" Runoff Area=8.270 ac Runoff Volume=0.448 af Runoff Depth=0.65" Flow Length=690' Tc=16.9 min CN=75 5.99 cfs 296272 EXISTING MSE 24-hr 3 2 year Rainfall=2.87"RSI Marine site Chanhassen,Mn 23953 Printed 5/6/2022Prepared by JRH INC Page 5HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: EX SUBCATCHMENT Runoff = 8.37 cfs @ 12.27 hrs, Volume= 0.604 af, Depth= 0.88" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2 year Rainfall=2.87" Area (ac) CN Description 7.860 74 >75% Grass cover, Good, HSG C 0.410 98 Paved parking, HSG C 8.270 75 Weighted Average 7.860 95.04% Pervious Area 0.410 4.96% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.3 270 0.2000 0.34 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 2.7 290 0.0138 1.76 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.9 130 0.1080 2.30 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 16.9 690 Total Subcatchment 1S: EX SUBCATCHMENT Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2 year Rainfall=2.87" Runoff Area=8.270 ac Runoff Volume=0.604 af Runoff Depth=0.88" Flow Length=690' Tc=16.9 min CN=75 8.37 cfs 297273 EXISTING MSE 24-hr 3 10 year Rainfall=4.87"RSI Marine site Chanhassen,Mn 23953 Printed 5/6/2022Prepared by JRH INC Page 6HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: EX SUBCATCHMENT Runoff = 23.65 cfs @ 12.26 hrs, Volume= 1.616 af, Depth= 2.34" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10 year Rainfall=4.87" Area (ac) CN Description 7.860 74 >75% Grass cover, Good, HSG C 0.410 98 Paved parking, HSG C 8.270 75 Weighted Average 7.860 95.04% Pervious Area 0.410 4.96% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.3 270 0.2000 0.34 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 2.7 290 0.0138 1.76 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.9 130 0.1080 2.30 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 16.9 690 Total Subcatchment 1S: EX SUBCATCHMENT Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10 year Rainfall=4.87" Runoff Area=8.270 ac Runoff Volume=1.616 af Runoff Depth=2.34" Flow Length=690' Tc=16.9 min CN=75 23.65 cfs 298274 EXISTING MSE 24-hr 3 100 year Rainfall=7.38"RSI Marine site Chanhassen,Mn 23953 Printed 5/6/2022Prepared by JRH INC Page 7HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: EX SUBCATCHMENT Runoff = 45.21 cfs @ 12.26 hrs, Volume= 3.092 af, Depth= 4.49" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100 year Rainfall=7.38" Area (ac) CN Description 7.860 74 >75% Grass cover, Good, HSG C 0.410 98 Paved parking, HSG C 8.270 75 Weighted Average 7.860 95.04% Pervious Area 0.410 4.96% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.3 270 0.2000 0.34 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 2.7 290 0.0138 1.76 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.9 130 0.1080 2.30 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 16.9 690 Total Subcatchment 1S: EX SUBCATCHMENT Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 100 year Rainfall=7.38" Runoff Area=8.270 ac Runoff Volume=3.092 af Runoff Depth=4.49" Flow Length=690' Tc=16.9 min CN=75 45.21 cfs 299275 1S Pond drainage 2S Direct runoff 1P Stormwater pond 3L offsite total Routing Diagram for Proposed RSI Marine site Chanhassen 23953 Prepared by JRH INC, Printed 5/6/2022 HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Subcat Reach Pond Link 300276 PROPOSED Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 2HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 5.470 74 >75% Grass cover, Good, HSG C (1S, 2S) 2.790 98 Paved parking, HSG C (1S, 2S) 8.260 82 TOTAL AREA 301277 PROPOSED Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 3HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 0.000 HSG B 8.260 HSG C 1S, 2S 0.000 HSG D 0.000 Other 8.260 TOTAL AREA 302278 PROPOSED MSE 24-hr 3 1 year Rainfall=2.50"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 4HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: Pond drainage Runoff = 9.54 cfs @ 12.25 hrs, Volume= 0.636 af, Depth= 1.06" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1 year Rainfall=2.50" Area (ac) CN Description 2.660 98 Paved parking, HSG C 4.570 74 >75% Grass cover, Good, HSG C 7.230 83 Weighted Average 4.570 63.21% Pervious Area 2.660 36.79% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.6 145 0.3300 0.37 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 0.9 115 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 7.9 100 0.1000 0.21 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 0.4 75 0.0300 3.52 Shallow Concentrated Flow, Paved Kv= 20.3 fps 15.8 435 Total Subcatchment 1S: Pond drainage Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 1 year Rainfall=2.50" Runoff Area=7.230 ac Runoff Volume=0.636 af Runoff Depth=1.06" Flow Length=435' Tc=15.8 min CN=83 9.54 cfs 303279 PROPOSED MSE 24-hr 3 1 year Rainfall=2.50"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 5HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: Direct runoff Runoff = 1.03 cfs @ 12.21 hrs, Volume= 0.064 af, Depth= 0.74" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 1 year Rainfall=2.50" Area (ac) CN Description 0.130 98 Paved parking, HSG C 0.900 74 >75% Grass cover, Good, HSG C 1.030 77 Weighted Average 0.900 87.38% Pervious Area 0.130 12.62% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.3 100 0.0200 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 1.9 50 0.3300 0.43 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 12.2 150 Total Subcatchment 2S: Direct runoff Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)1 0 MSE 24-hr 3 1 year Rainfall=2.50" Runoff Area=1.030 ac Runoff Volume=0.064 af Runoff Depth=0.74" Flow Length=150' Tc=12.2 min CN=77 1.03 cfs 304280 PROPOSED MSE 24-hr 3 1 year Rainfall=2.50"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 6HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Pond 1P: Stormwater pond Inflow Area = 7.230 ac, 36.79% Impervious, Inflow Depth = 1.06" for 1 year event Inflow = 9.54 cfs @ 12.25 hrs, Volume= 0.636 af Outflow = 4.61 cfs @ 12.49 hrs, Volume= 0.636 af, Atten= 52%, Lag= 14.4 min Primary = 4.61 cfs @ 12.49 hrs, Volume= 0.636 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 727.50' Surf.Area= 16,171 sf Storage= 16,922 cf Peak Elev= 728.01' @ 12.49 hrs Surf.Area= 16,921 sf Storage= 25,323 cf (8,402 cf above start) Plug-Flow detention time= 318.6 min calculated for 0.248 af (39% of inflow) Center-of-Mass det. time= 52.1 min ( 877.3 - 825.2 ) Volume Invert Avail.Storage Storage Description #1 726.00' 82,927 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 726.00 6,391 0 0 727.50 16,171 16,922 16,922 728.00 16,909 8,270 25,192 730.00 20,005 36,914 62,106 731.00 21,638 20,822 82,927 Device Routing Invert Outlet Devices #1 Primary 724.20'18.0" Round Culvert L= 29.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 724.20' / 723.95' S= 0.0086 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf #2 Device 1 727.50'4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) #3 Device 2 725.50'18.0" Round Culvert L= 30.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 725.50' / 725.50' S= 0.0000 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf #4 Device 1 730.50'48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=4.61 cfs @ 12.49 hrs HW=728.01' TW=0.00' (Dynamic Tailwater) 1=Culvert (Passes 4.61 cfs of 17.24 cfs potential flow) 2=Sharp-Crested Rectangular Weir (Weir Controls 4.61 cfs @ 2.33 fps) 3=Culvert (Passes 4.61 cfs of 5.35 cfs potential flow) 4=Orifice/Grate ( Controls 0.00 cfs) 305281 PROPOSED MSE 24-hr 3 1 year Rainfall=2.50"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 7HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Pond 1P: Stormwater pond Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)10 9 8 7 6 5 4 3 2 1 0 Inflow Area=7.230 ac Peak Elev=728.01' Storage=25,323 cf 9.54 cfs 4.61 cfs 306282 PROPOSED MSE 24-hr 3 1 year Rainfall=2.50"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 8HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Stormwater pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 726.00 6,391 0 726.05 6,717 328 726.10 7,043 672 726.15 7,369 1,032 726.20 7,695 1,409 726.25 8,021 1,802 726.30 8,347 2,211 726.35 8,673 2,636 726.40 8,999 3,078 726.45 9,325 3,536 726.50 9,651 4,011 726.55 9,977 4,501 726.60 10,303 5,008 726.65 10,629 5,531 726.70 10,955 6,071 726.75 11,281 6,627 726.80 11,607 7,199 726.85 11,933 7,788 726.90 12,259 8,392 726.95 12,585 9,014 727.00 12,911 9,651 727.05 13,237 10,305 727.10 13,563 10,975 727.15 13,889 11,661 727.20 14,215 12,364 727.25 14,541 13,083 727.30 14,867 13,818 727.35 15,193 14,569 727.40 15,519 15,337 727.45 15,845 16,121 727.50 16,171 16,922 727.55 16,245 17,732 727.60 16,319 18,546 727.65 16,392 19,364 727.70 16,466 20,185 727.75 16,540 21,010 727.80 16,614 21,839 727.85 16,688 22,672 727.90 16,761 23,508 727.95 16,835 24,348 728.00 16,909 25,192 728.05 16,986 26,039 728.10 17,064 26,890 728.15 17,141 27,745 728.20 17,219 28,604 728.25 17,296 29,467 728.30 17,373 30,334 728.35 17,451 31,204 728.40 17,528 32,079 728.45 17,606 32,957 728.50 17,683 33,840 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 728.55 17,760 34,726 728.60 17,838 35,616 728.65 17,915 36,509 728.70 17,993 37,407 728.75 18,070 38,309 728.80 18,147 39,214 728.85 18,225 40,123 728.90 18,302 41,037 728.95 18,380 41,954 729.00 18,457 42,875 729.05 18,534 43,799 729.10 18,612 44,728 729.15 18,689 45,660 729.20 18,767 46,597 729.25 18,844 47,537 729.30 18,921 48,481 729.35 18,999 49,429 729.40 19,076 50,381 729.45 19,154 51,337 729.50 19,231 52,297 729.55 19,308 53,260 729.60 19,386 54,227 729.65 19,463 55,199 729.70 19,541 56,174 729.75 19,618 57,153 729.80 19,695 58,135 729.85 19,773 59,122 729.90 19,850 60,113 729.95 19,928 61,107 730.00 20,005 62,106 730.05 20,087 63,108 730.10 20,168 64,114 730.15 20,250 65,125 730.20 20,332 66,139 730.25 20,413 67,158 730.30 20,495 68,180 730.35 20,577 69,207 730.40 20,658 70,238 730.45 20,740 71,273 730.50 20,822 72,312 730.55 20,903 73,355 730.60 20,985 74,402 730.65 21,066 75,454 730.70 21,148 76,509 730.75 21,230 77,569 730.80 21,311 78,632 730.85 21,393 79,700 730.90 21,475 80,771 730.95 21,556 81,847 731.00 21,638 82,927 307283 PROPOSED MSE 24-hr 3 1 year Rainfall=2.50"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 9HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Link 3L: offsite total Inflow Area = 8.260 ac, 33.78% Impervious, Inflow Depth = 1.02" for 1 year event Inflow = 5.03 cfs @ 12.46 hrs, Volume= 0.700 af Primary = 5.03 cfs @ 12.46 hrs, Volume= 0.700 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 3L: offsite total Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)5 4 3 2 1 0 Inflow Area=8.260 ac 5.03 cfs 5.03 cfs 308284 PROPOSED MSE 24-hr 3 2 year Rainfall=2.87"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 10HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: Pond drainage Runoff = 12.21 cfs @ 12.25 hrs, Volume= 0.809 af, Depth= 1.34" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2 year Rainfall=2.87" Area (ac) CN Description 2.660 98 Paved parking, HSG C 4.570 74 >75% Grass cover, Good, HSG C 7.230 83 Weighted Average 4.570 63.21% Pervious Area 2.660 36.79% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.6 145 0.3300 0.37 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 0.9 115 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 7.9 100 0.1000 0.21 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 0.4 75 0.0300 3.52 Shallow Concentrated Flow, Paved Kv= 20.3 fps 15.8 435 Total Subcatchment 1S: Pond drainage Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2 year Rainfall=2.87" Runoff Area=7.230 ac Runoff Volume=0.809 af Runoff Depth=1.34" Flow Length=435' Tc=15.8 min CN=83 12.21 cfs 309285 PROPOSED MSE 24-hr 3 2 year Rainfall=2.87"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 11HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: Direct runoff Runoff = 1.40 cfs @ 12.21 hrs, Volume= 0.084 af, Depth= 0.98" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2 year Rainfall=2.87" Area (ac) CN Description 0.130 98 Paved parking, HSG C 0.900 74 >75% Grass cover, Good, HSG C 1.030 77 Weighted Average 0.900 87.38% Pervious Area 0.130 12.62% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.3 100 0.0200 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 1.9 50 0.3300 0.43 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 12.2 150 Total Subcatchment 2S: Direct runoff Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)1 0 MSE 24-hr 3 2 year Rainfall=2.87" Runoff Area=1.030 ac Runoff Volume=0.084 af Runoff Depth=0.98" Flow Length=150' Tc=12.2 min CN=77 1.40 cfs 310286 PROPOSED MSE 24-hr 3 2 year Rainfall=2.87"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 12HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Pond 1P: Stormwater pond Inflow Area = 7.230 ac, 36.79% Impervious, Inflow Depth = 1.34" for 2 year event Inflow = 12.21 cfs @ 12.25 hrs, Volume= 0.809 af Outflow = 5.97 cfs @ 12.48 hrs, Volume= 0.809 af, Atten= 51%, Lag= 14.0 min Primary = 5.97 cfs @ 12.48 hrs, Volume= 0.809 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 727.50' Surf.Area= 16,171 sf Storage= 16,922 cf Peak Elev= 728.13' @ 12.48 hrs Surf.Area= 17,114 sf Storage= 27,448 cf (10,526 cf above start) Plug-Flow detention time= 241.6 min calculated for 0.420 af (52% of inflow) Center-of-Mass det. time= 47.9 min ( 868.1 - 820.1 ) Volume Invert Avail.Storage Storage Description #1 726.00' 82,927 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 726.00 6,391 0 0 727.50 16,171 16,922 16,922 728.00 16,909 8,270 25,192 730.00 20,005 36,914 62,106 731.00 21,638 20,822 82,927 Device Routing Invert Outlet Devices #1 Primary 724.20'18.0" Round Culvert L= 29.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 724.20' / 723.95' S= 0.0086 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf #2 Device 1 727.50'4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) #3 Device 2 725.50'18.0" Round Culvert L= 30.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 725.50' / 725.50' S= 0.0000 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf #4 Device 1 730.50'48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=5.97 cfs @ 12.48 hrs HW=728.13' TW=0.00' (Dynamic Tailwater) 1=Culvert (Passes 5.97 cfs of 17.66 cfs potential flow) 2=Sharp-Crested Rectangular Weir (Passes 5.97 cfs of 6.37 cfs potential flow) 3=Culvert (Inlet Controls 5.97 cfs @ 3.38 fps) 4=Orifice/Grate ( Controls 0.00 cfs) 311287 PROPOSED MSE 24-hr 3 2 year Rainfall=2.87"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 13HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Pond 1P: Stormwater pond Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=7.230 ac Peak Elev=728.13' Storage=27,448 cf 12.21 cfs 5.97 cfs 312288 PROPOSED MSE 24-hr 3 2 year Rainfall=2.87"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 14HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Stormwater pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 726.00 6,391 0 726.05 6,717 328 726.10 7,043 672 726.15 7,369 1,032 726.20 7,695 1,409 726.25 8,021 1,802 726.30 8,347 2,211 726.35 8,673 2,636 726.40 8,999 3,078 726.45 9,325 3,536 726.50 9,651 4,011 726.55 9,977 4,501 726.60 10,303 5,008 726.65 10,629 5,531 726.70 10,955 6,071 726.75 11,281 6,627 726.80 11,607 7,199 726.85 11,933 7,788 726.90 12,259 8,392 726.95 12,585 9,014 727.00 12,911 9,651 727.05 13,237 10,305 727.10 13,563 10,975 727.15 13,889 11,661 727.20 14,215 12,364 727.25 14,541 13,083 727.30 14,867 13,818 727.35 15,193 14,569 727.40 15,519 15,337 727.45 15,845 16,121 727.50 16,171 16,922 727.55 16,245 17,732 727.60 16,319 18,546 727.65 16,392 19,364 727.70 16,466 20,185 727.75 16,540 21,010 727.80 16,614 21,839 727.85 16,688 22,672 727.90 16,761 23,508 727.95 16,835 24,348 728.00 16,909 25,192 728.05 16,986 26,039 728.10 17,064 26,890 728.15 17,141 27,745 728.20 17,219 28,604 728.25 17,296 29,467 728.30 17,373 30,334 728.35 17,451 31,204 728.40 17,528 32,079 728.45 17,606 32,957 728.50 17,683 33,840 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 728.55 17,760 34,726 728.60 17,838 35,616 728.65 17,915 36,509 728.70 17,993 37,407 728.75 18,070 38,309 728.80 18,147 39,214 728.85 18,225 40,123 728.90 18,302 41,037 728.95 18,380 41,954 729.00 18,457 42,875 729.05 18,534 43,799 729.10 18,612 44,728 729.15 18,689 45,660 729.20 18,767 46,597 729.25 18,844 47,537 729.30 18,921 48,481 729.35 18,999 49,429 729.40 19,076 50,381 729.45 19,154 51,337 729.50 19,231 52,297 729.55 19,308 53,260 729.60 19,386 54,227 729.65 19,463 55,199 729.70 19,541 56,174 729.75 19,618 57,153 729.80 19,695 58,135 729.85 19,773 59,122 729.90 19,850 60,113 729.95 19,928 61,107 730.00 20,005 62,106 730.05 20,087 63,108 730.10 20,168 64,114 730.15 20,250 65,125 730.20 20,332 66,139 730.25 20,413 67,158 730.30 20,495 68,180 730.35 20,577 69,207 730.40 20,658 70,238 730.45 20,740 71,273 730.50 20,822 72,312 730.55 20,903 73,355 730.60 20,985 74,402 730.65 21,066 75,454 730.70 21,148 76,509 730.75 21,230 77,569 730.80 21,311 78,632 730.85 21,393 79,700 730.90 21,475 80,771 730.95 21,556 81,847 731.00 21,638 82,927 313289 PROPOSED MSE 24-hr 3 2 year Rainfall=2.87"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 15HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Link 3L: offsite total Inflow Area = 8.260 ac, 33.78% Impervious, Inflow Depth = 1.30" for 2 year event Inflow = 6.60 cfs @ 12.38 hrs, Volume= 0.893 af Primary = 6.60 cfs @ 12.38 hrs, Volume= 0.893 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 3L: offsite total Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)7 6 5 4 3 2 1 0 Inflow Area=8.260 ac 6.60 cfs 6.60 cfs 314290 PROPOSED MSE 24-hr 3 10 year Rainfall=4.27"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 16HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: Pond drainage Runoff = 22.99 cfs @ 12.24 hrs, Volume= 1.520 af, Depth= 2.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10 year Rainfall=4.27" Area (ac) CN Description 2.660 98 Paved parking, HSG C 4.570 74 >75% Grass cover, Good, HSG C 7.230 83 Weighted Average 4.570 63.21% Pervious Area 2.660 36.79% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.6 145 0.3300 0.37 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 0.9 115 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 7.9 100 0.1000 0.21 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 0.4 75 0.0300 3.52 Shallow Concentrated Flow, Paved Kv= 20.3 fps 15.8 435 Total Subcatchment 1S: Pond drainage Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10 year Rainfall=4.27" Runoff Area=7.230 ac Runoff Volume=1.520 af Runoff Depth=2.52" Flow Length=435' Tc=15.8 min CN=83 22.99 cfs 315291 PROPOSED MSE 24-hr 3 10 year Rainfall=4.27"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 17HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: Direct runoff Runoff = 2.97 cfs @ 12.21 hrs, Volume= 0.174 af, Depth= 2.03" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10 year Rainfall=4.27" Area (ac) CN Description 0.130 98 Paved parking, HSG C 0.900 74 >75% Grass cover, Good, HSG C 1.030 77 Weighted Average 0.900 87.38% Pervious Area 0.130 12.62% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.3 100 0.0200 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 1.9 50 0.3300 0.43 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 12.2 150 Total Subcatchment 2S: Direct runoff Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)3 2 1 0 MSE 24-hr 3 10 year Rainfall=4.27" Runoff Area=1.030 ac Runoff Volume=0.174 af Runoff Depth=2.03" Flow Length=150' Tc=12.2 min CN=77 2.97 cfs 316292 PROPOSED MSE 24-hr 3 10 year Rainfall=4.27"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 18HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Pond 1P: Stormwater pond Inflow Area = 7.230 ac, 36.79% Impervious, Inflow Depth = 2.52" for 10 year event Inflow = 22.99 cfs @ 12.24 hrs, Volume= 1.520 af Outflow = 8.53 cfs @ 12.54 hrs, Volume= 1.520 af, Atten= 63%, Lag= 18.1 min Primary = 8.53 cfs @ 12.54 hrs, Volume= 1.520 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 727.50' Surf.Area= 16,171 sf Storage= 16,922 cf Peak Elev= 728.79' @ 12.54 hrs Surf.Area= 18,131 sf Storage= 39,023 cf (22,102 cf above start) Plug-Flow detention time= 155.5 min calculated for 1.131 af (74% of inflow) Center-of-Mass det. time= 45.2 min ( 852.6 - 807.4 ) Volume Invert Avail.Storage Storage Description #1 726.00' 82,927 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 726.00 6,391 0 0 727.50 16,171 16,922 16,922 728.00 16,909 8,270 25,192 730.00 20,005 36,914 62,106 731.00 21,638 20,822 82,927 Device Routing Invert Outlet Devices #1 Primary 724.20'18.0" Round Culvert L= 29.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 724.20' / 723.95' S= 0.0086 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf #2 Device 1 727.50'4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) #3 Device 2 725.50'18.0" Round Culvert L= 30.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 725.50' / 725.50' S= 0.0000 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf #4 Device 1 730.50'48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=8.53 cfs @ 12.54 hrs HW=728.79' TW=0.00' (Dynamic Tailwater) 1=Culvert (Passes 8.53 cfs of 19.70 cfs potential flow) 2=Sharp-Crested Rectangular Weir (Passes 8.53 cfs of 17.92 cfs potential flow) 3=Culvert (Inlet Controls 8.53 cfs @ 4.82 fps) 4=Orifice/Grate ( Controls 0.00 cfs) 317293 PROPOSED MSE 24-hr 3 10 year Rainfall=4.27"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 19HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Pond 1P: Stormwater pond Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=7.230 ac Peak Elev=728.79' Storage=39,023 cf 22.99 cfs 8.53 cfs 318294 PROPOSED MSE 24-hr 3 10 year Rainfall=4.27"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 20HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Stormwater pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 726.00 6,391 0 726.05 6,717 328 726.10 7,043 672 726.15 7,369 1,032 726.20 7,695 1,409 726.25 8,021 1,802 726.30 8,347 2,211 726.35 8,673 2,636 726.40 8,999 3,078 726.45 9,325 3,536 726.50 9,651 4,011 726.55 9,977 4,501 726.60 10,303 5,008 726.65 10,629 5,531 726.70 10,955 6,071 726.75 11,281 6,627 726.80 11,607 7,199 726.85 11,933 7,788 726.90 12,259 8,392 726.95 12,585 9,014 727.00 12,911 9,651 727.05 13,237 10,305 727.10 13,563 10,975 727.15 13,889 11,661 727.20 14,215 12,364 727.25 14,541 13,083 727.30 14,867 13,818 727.35 15,193 14,569 727.40 15,519 15,337 727.45 15,845 16,121 727.50 16,171 16,922 727.55 16,245 17,732 727.60 16,319 18,546 727.65 16,392 19,364 727.70 16,466 20,185 727.75 16,540 21,010 727.80 16,614 21,839 727.85 16,688 22,672 727.90 16,761 23,508 727.95 16,835 24,348 728.00 16,909 25,192 728.05 16,986 26,039 728.10 17,064 26,890 728.15 17,141 27,745 728.20 17,219 28,604 728.25 17,296 29,467 728.30 17,373 30,334 728.35 17,451 31,204 728.40 17,528 32,079 728.45 17,606 32,957 728.50 17,683 33,840 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 728.55 17,760 34,726 728.60 17,838 35,616 728.65 17,915 36,509 728.70 17,993 37,407 728.75 18,070 38,309 728.80 18,147 39,214 728.85 18,225 40,123 728.90 18,302 41,037 728.95 18,380 41,954 729.00 18,457 42,875 729.05 18,534 43,799 729.10 18,612 44,728 729.15 18,689 45,660 729.20 18,767 46,597 729.25 18,844 47,537 729.30 18,921 48,481 729.35 18,999 49,429 729.40 19,076 50,381 729.45 19,154 51,337 729.50 19,231 52,297 729.55 19,308 53,260 729.60 19,386 54,227 729.65 19,463 55,199 729.70 19,541 56,174 729.75 19,618 57,153 729.80 19,695 58,135 729.85 19,773 59,122 729.90 19,850 60,113 729.95 19,928 61,107 730.00 20,005 62,106 730.05 20,087 63,108 730.10 20,168 64,114 730.15 20,250 65,125 730.20 20,332 66,139 730.25 20,413 67,158 730.30 20,495 68,180 730.35 20,577 69,207 730.40 20,658 70,238 730.45 20,740 71,273 730.50 20,822 72,312 730.55 20,903 73,355 730.60 20,985 74,402 730.65 21,066 75,454 730.70 21,148 76,509 730.75 21,230 77,569 730.80 21,311 78,632 730.85 21,393 79,700 730.90 21,475 80,771 730.95 21,556 81,847 731.00 21,638 82,927 319295 PROPOSED MSE 24-hr 3 10 year Rainfall=4.27"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 21HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Link 3L: offsite total Inflow Area = 8.260 ac, 33.78% Impervious, Inflow Depth = 2.46" for 10 year event Inflow = 9.75 cfs @ 12.29 hrs, Volume= 1.693 af Primary = 9.75 cfs @ 12.29 hrs, Volume= 1.693 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 3L: offsite total Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)10 9 8 7 6 5 4 3 2 1 0 Inflow Area=8.260 ac 9.75 cfs 9.75 cfs 320296 PROPOSED MSE 24-hr 3 100 year Rainfall=7.38"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 22HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: Pond drainage Runoff = 47.98 cfs @ 12.24 hrs, Volume= 3.246 af, Depth= 5.39" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100 year Rainfall=7.38" Area (ac) CN Description 2.660 98 Paved parking, HSG C 4.570 74 >75% Grass cover, Good, HSG C 7.230 83 Weighted Average 4.570 63.21% Pervious Area 2.660 36.79% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.6 145 0.3300 0.37 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 0.9 115 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 7.9 100 0.1000 0.21 Sheet Flow, Grass: Dense n= 0.240 P2= 2.87" 0.4 75 0.0300 3.52 Shallow Concentrated Flow, Paved Kv= 20.3 fps 15.8 435 Total Subcatchment 1S: Pond drainage Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100 year Rainfall=7.38" Runoff Area=7.230 ac Runoff Volume=3.246 af Runoff Depth=5.39" Flow Length=435' Tc=15.8 min CN=83 47.98 cfs 321297 PROPOSED MSE 24-hr 3 100 year Rainfall=7.38"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 23HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: Direct runoff Runoff = 6.84 cfs @ 12.20 hrs, Volume= 0.404 af, Depth= 4.71" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100 year Rainfall=7.38" Area (ac) CN Description 0.130 98 Paved parking, HSG C 0.900 74 >75% Grass cover, Good, HSG C 1.030 77 Weighted Average 0.900 87.38% Pervious Area 0.130 12.62% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.3 100 0.0200 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 1.9 50 0.3300 0.43 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 12.2 150 Total Subcatchment 2S: Direct runoff Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)7 6 5 4 3 2 1 0 MSE 24-hr 3 100 year Rainfall=7.38" Runoff Area=1.030 ac Runoff Volume=0.404 af Runoff Depth=4.71" Flow Length=150' Tc=12.2 min CN=77 6.84 cfs 322298 PROPOSED MSE 24-hr 3 100 year Rainfall=7.38"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 24HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Pond 1P: Stormwater pond Inflow Area = 7.230 ac, 36.79% Impervious, Inflow Depth = 5.39" for 100 year event Inflow = 47.98 cfs @ 12.24 hrs, Volume= 3.246 af Outflow = 12.87 cfs @ 12.62 hrs, Volume= 3.246 af, Atten= 73%, Lag= 22.9 min Primary = 12.87 cfs @ 12.62 hrs, Volume= 3.246 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 727.50' Surf.Area= 16,171 sf Storage= 16,922 cf Peak Elev= 730.44' @ 12.62 hrs Surf.Area= 20,720 sf Storage= 71,021 cf (54,099 cf above start) Plug-Flow detention time= 122.0 min calculated for 2.857 af (88% of inflow) Center-of-Mass det. time= 53.2 min ( 845.4 - 792.2 ) Volume Invert Avail.Storage Storage Description #1 726.00' 82,927 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 726.00 6,391 0 0 727.50 16,171 16,922 16,922 728.00 16,909 8,270 25,192 730.00 20,005 36,914 62,106 731.00 21,638 20,822 82,927 Device Routing Invert Outlet Devices #1 Primary 724.20'18.0" Round Culvert L= 29.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 724.20' / 723.95' S= 0.0086 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf #2 Device 1 727.50'4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) #3 Device 2 725.50'18.0" Round Culvert L= 30.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 725.50' / 725.50' S= 0.0000 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf #4 Device 1 730.50'48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=12.87 cfs @ 12.62 hrs HW=730.44' TW=0.00' (Dynamic Tailwater) 1=Culvert (Passes 12.87 cfs of 24.08 cfs potential flow) 2=Sharp-Crested Rectangular Weir (Passes 12.87 cfs of 56.19 cfs potential flow) 3=Culvert (Inlet Controls 12.87 cfs @ 7.28 fps) 4=Orifice/Grate ( Controls 0.00 cfs) 323299 PROPOSED MSE 24-hr 3 100 year Rainfall=7.38"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 25HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Pond 1P: Stormwater pond Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)50 45 40 35 30 25 20 15 10 5 0 Inflow Area=7.230 ac Peak Elev=730.44' Storage=71,021 cf 47.98 cfs 12.87 cfs 324300 PROPOSED MSE 24-hr 3 100 year Rainfall=7.38"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 26HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Stormwater pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 726.00 6,391 0 726.05 6,717 328 726.10 7,043 672 726.15 7,369 1,032 726.20 7,695 1,409 726.25 8,021 1,802 726.30 8,347 2,211 726.35 8,673 2,636 726.40 8,999 3,078 726.45 9,325 3,536 726.50 9,651 4,011 726.55 9,977 4,501 726.60 10,303 5,008 726.65 10,629 5,531 726.70 10,955 6,071 726.75 11,281 6,627 726.80 11,607 7,199 726.85 11,933 7,788 726.90 12,259 8,392 726.95 12,585 9,014 727.00 12,911 9,651 727.05 13,237 10,305 727.10 13,563 10,975 727.15 13,889 11,661 727.20 14,215 12,364 727.25 14,541 13,083 727.30 14,867 13,818 727.35 15,193 14,569 727.40 15,519 15,337 727.45 15,845 16,121 727.50 16,171 16,922 727.55 16,245 17,732 727.60 16,319 18,546 727.65 16,392 19,364 727.70 16,466 20,185 727.75 16,540 21,010 727.80 16,614 21,839 727.85 16,688 22,672 727.90 16,761 23,508 727.95 16,835 24,348 728.00 16,909 25,192 728.05 16,986 26,039 728.10 17,064 26,890 728.15 17,141 27,745 728.20 17,219 28,604 728.25 17,296 29,467 728.30 17,373 30,334 728.35 17,451 31,204 728.40 17,528 32,079 728.45 17,606 32,957 728.50 17,683 33,840 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 728.55 17,760 34,726 728.60 17,838 35,616 728.65 17,915 36,509 728.70 17,993 37,407 728.75 18,070 38,309 728.80 18,147 39,214 728.85 18,225 40,123 728.90 18,302 41,037 728.95 18,380 41,954 729.00 18,457 42,875 729.05 18,534 43,799 729.10 18,612 44,728 729.15 18,689 45,660 729.20 18,767 46,597 729.25 18,844 47,537 729.30 18,921 48,481 729.35 18,999 49,429 729.40 19,076 50,381 729.45 19,154 51,337 729.50 19,231 52,297 729.55 19,308 53,260 729.60 19,386 54,227 729.65 19,463 55,199 729.70 19,541 56,174 729.75 19,618 57,153 729.80 19,695 58,135 729.85 19,773 59,122 729.90 19,850 60,113 729.95 19,928 61,107 730.00 20,005 62,106 730.05 20,087 63,108 730.10 20,168 64,114 730.15 20,250 65,125 730.20 20,332 66,139 730.25 20,413 67,158 730.30 20,495 68,180 730.35 20,577 69,207 730.40 20,658 70,238 730.45 20,740 71,273 730.50 20,822 72,312 730.55 20,903 73,355 730.60 20,985 74,402 730.65 21,066 75,454 730.70 21,148 76,509 730.75 21,230 77,569 730.80 21,311 78,632 730.85 21,393 79,700 730.90 21,475 80,771 730.95 21,556 81,847 731.00 21,638 82,927 325301 PROPOSED MSE 24-hr 3 100 year Rainfall=7.38"Proposed RSI Marine site Chanhassen 23953 Printed 5/6/2022Prepared by JRH INC Page 27HydroCAD® 10.00-25 s/n 00744 © 2019 HydroCAD Software Solutions LLC Summary for Link 3L: offsite total Inflow Area = 8.260 ac, 33.78% Impervious, Inflow Depth = 5.30" for 100 year event Inflow = 16.53 cfs @ 12.24 hrs, Volume= 3.650 af Primary = 16.53 cfs @ 12.24 hrs, Volume= 3.650 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 3L: offsite total Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow (cfs)18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=8.260 ac 16.53 cfs 16.53 cfs 326302 P8 Urban Catchment Model, Version 3.5 Case RSI_EX.p8c Title Startup Case PrecFile MSP4918.pcp PartFile nurp50.p8p Case Title Startup Case Case Data File RSI_EX.p8c Path G:\MSOFFICE\AA Docs\RSI Marine\p8\ Case Notes: Storm Data File MSP4918.pcp Particle File nurp50.p8p Air Temp File File MSP4918.tem Time Steps Per Hour 4 Minimum Inter-Event Time (hrs) 10 Maximum Continuity Error % 2 Rainfall Breakpoint (inches) 0.8 Precipitation Scale Factor 1 Air Temp Offset (deg-F) 0 Loops Thru Storm File 1 Simulation Dates Start 6/1/1970 Keep 1/1/1971 Stop 12/31/1972 Max Snowfall Temperature (deg-f) 32.0 SnowMelt Temperature (deg-f) 32.0 Snowmelt Coef (in/degF-Day) 0.06 Soil Freeze Temp (deg-F) 32.0 Snowmelt Abstraction Factor 1.00 Evapo-Trans. Calibration Factor 1.00 Growing Season Start Month 5 Growing Season End Month 10 5-Day Antecedent Rainfall + Runoff (inches) CN Antecedent Moisture Condition AMC-II AMC-III Growing Season 1.40 2.10 NonGrowing Season 0.50 1.10 Watershed Data Watershed Name Existing Site Runoff to Device Outflow Infiltration to Device Watershed Area 8.27 SCS Curve Number (Pervious) 74 Scale Factor for Pervious Runoff Load 1 Indirectly Connected Imperv Fraction 0 UnSwept Impervious Fraction 0.05 UnSwept Depression Storage (inches) 0.02 UnSwept Imperv. Runoff Coefficient 1 UnSwept Scale Factor for Particle Loads 1 Swept Impervious Fraction 0 Swept Depression Storage (inches) 0.02 Swept Imperv. Runoff Coefficient 1 Swept Scale Factor for Particle Loads 1 Sweeping Frequency 0 Sweeping Efficiency 1 Sweeping Start Date (MMDD) 101 Sweeping Stop Date (MMDD) 1231 327303 Device Data Device Name Outflow Device Type PIPE Infiltration Outlet Normal Outlet Spillway Outlet Particle Removal Scale Factor Bottom Elevation (ft) Bottom Area (acres) Permanent Pool Area (acres) Permanent Pool Volume (ac-ft) Perm Pool Infilt Rate (in/hr) Flood Pool Area (acres) Flood Pool Volume (ac-ft) Flood Pool Infilt Rate (in/hr) Infilt Basin Void Fraction (%) Detention Pond Outlet Parameters Outlet Type Outlet Orifice Diameter (in) Orifice Discharge Coef Outlet Weir Length (ft) Weir Discharge Coef Perforated Riser Height (ft) Number of Holes in Riser Holes Diameter Flood Pool Drain Time (hrs) Swale Parameters Length of Flow Path (ft) Slope of Flow Path % Bottom Width (ft) Side Slope (ft-v/ft-h) Maximum Depth of Flow (ft) Mannings n Constant Hydraulic Model Pipe, Splitter, Aquifer Parameter Hydraulic Res. Time (hrs) 0 Particle Data Particle File nurp50.p8p Particle Class P0% P10% P30% P50% P80% Filtration Efficiency (%) 90 100 100 100 100 Settling Velocity (ft/hr) 0 0.03 0.3 1.5 15 First Order Decay Rate (1/day) 0 0 0 0 0 2nd Order Decay (1/day-ppm) 0 0 0 0 0 Impervious Runoff Conc (ppm) 1 0 0 0 0 Pervious Runoff Conc (ppm) 1 100 100 100 200 Pervious Conc Exponent 0 1 1 1 1 Accum. Rate (lbs-ac-day) 0 1.75 1.75 1.75 3.5 Particle Removal Rate (1/day) 0 0.25 0.25 0.25 0.25 Washoff Coefficient 0 20 20 20 20 Washoff Exponent 0 2 2 2 2 Sweeper Efficiency 0 0 0 5 15 Water Quality Component Data Component Name TSS TP TKN CU PB ZN Water Quality Criteria (ppm) Level 1 5 0.025 2 2 0.02 5 Level 2 10 0.05 1 0.0048 0.014 0.0362 Level 3 20 0.1 0.5 0.02 0.15 0.38 Content Scale Factor 1 1 1 1 1 1 Particle Composition (mg/kg) P0% 0 99000 600000 13600 2000 64000 P10% 1000000 3850 15000 340 180 1600 P30% 1000000 3850 15000 340 180 1600 P50% 1000000 3850 15000 340 180 1600 P80% 1000000 0 0 340 180 0 328304 P8 Urban Catchment Model, Version 3.5 Run Date 05/26/22 Case RSI_PROP.p8c FirstDate 01/01/71 Precip(in) 50.4 Title Startup Case LastDate 12/31/72 Rain(in) 40.76 PrecFile MSP4918.pcp Events 134 Snow(in) 9.67 PartFile nurp50.p8p TotalHrs 16440 TotalYrs 1.88 Case Title Startup Case Case Data File RSI_PROP.p8c Path G:\MSOFFICE\AA Docs\RSI Marine\p8\ Case Notes: Storm Data File MSP4918.pcp Particle File nurp50.p8p Air Temp File File MSP4918.tem Time Steps Per Hour 10 Minimum Inter-Event Time (hrs) 10 Maximum Continuity Error % 2 Rainfall Breakpoint (inches) 0.8 Precipitation Scale Factor 1 Air Temp Offset (deg-F) 0 Loops Thru Storm File 1 Simulation Dates Start 6/1/1970 Keep 1/1/1971 Stop 12/31/1972 Max Snowfall Temperature (deg-f) 32.0 SnowMelt Temperature (deg-f) 32.0 Snowmelt Coef (in/degF-Day) 0.06 Soil Freeze Temp (deg-F) 32.0 Snowmelt Abstraction Factor 1.00 Evapo-Trans. Calibration Factor 1.00 Growing Season Start Month 5 Growing Season End Month 10 5-Day Antecedent Rainfall + Runoff (inches) CN Antecedent Moisture Condition AMC-II AMC-III Growing Season 1.40 2.10 NonGrowing Season 0.50 1.10 Watershed Data Watershed Name 1S 2S Runoff to Device POND 1P POND 1P Infiltration to Device Watershed Area 7.23 1.03 SCS Curve Number (Pervious) 74 74 Scale Factor for Pervious Runoff Load 1 1 Indirectly Connected Imperv Fraction 0 0.126 UnSwept Impervious Fraction 0.368 0 UnSwept Depression Storage (inches) 0.02 0.02 UnSwept Imperv. Runoff Coefficient 1 1 UnSwept Scale Factor for Particle Loads 1 1 Swept Impervious Fraction 0 0 Swept Depression Storage (inches) 0.02 0.02 Swept Imperv. Runoff Coefficient 1 1 Swept Scale Factor for Particle Loads 1 1 Sweeping Frequency 0 0 Sweeping Efficiency 1 1 Sweeping Start Date (MMDD) 101 101 Sweeping Stop Date (MMDD) 1231 1231 329305 Device Data Device Name POND 1PPOND 1P - FILTRATION BENCHOUTFLOW Device Type POND INF_BASIN PIPE Infiltration Outlet OUTFLOW Normal Outlet POND 1P - FILTRATION BENCH Spillway Outlet OUTFLOW OUTFLOW Particle Removal Scale Factor 1 1 Bottom Elevation (ft) 722 726 Bottom Area (acres) 0.03 0.15 Permanent Pool Area (acres) 0.11 Permanent Pool Volume (ac-ft) 0.34 Perm Pool Infilt Rate (in/hr) 0 Flood Pool Area (acres) 0.23 0.18 Flood Pool Volume (ac-ft) 0.68 0.25 Flood Pool Infilt Rate (in/hr) 0 1 Infilt Basin Void Fraction (%) 100 Detention Pond Outlet Parameters Outlet Type WEIR Outlet Orifice Diameter (in) Orifice Discharge Coef Outlet Weir Length (ft) 115 Weir Discharge Coef 3 Perforated Riser Height (ft) Number of Holes in Riser Holes Diameter Flood Pool Drain Time (hrs) Swale Parameters Length of Flow Path (ft) Slope of Flow Path % Bottom Width (ft) Side Slope (ft-v/ft-h) Maximum Depth of Flow (ft) Mannings n Constant Hydraulic Model Pipe, Splitter, Aquifer Parameter Hydraulic Res. Time (hrs) 0 Particle Data Particle File nurp50.p8p Particle Class P0% P10% P30% P50% P80% Filtration Efficiency (%) 90 100 100 100 100 Settling Velocity (ft/hr) 0 0.03 0.3 1.5 15 First Order Decay Rate (1/day) 0 0 0 0 0 2nd Order Decay (1/day-ppm) 0 0 0 0 0 Impervious Runoff Conc (ppm) 1 0 0 0 0 Pervious Runoff Conc (ppm) 1 100 100 100 200 Pervious Conc Exponent 0 1 1 1 1 Accum. Rate (lbs-ac-day) 0 1.75 1.75 1.75 3.5 Particle Removal Rate (1/day) 0 0.25 0.25 0.25 0.25 Washoff Coefficient 0 20 20 20 20 Washoff Exponent 0 2 2 2 2 Sweeper Efficiency 0 0 0 5 15 Water Quality Component Data Component Name TSS TP TKN CU PB ZN HC Water Quality Criteria (ppm) Level 1 5 0.025 2 2 0.02 5 0.1 Level 2 10 0.05 1 0.0048 0.014 0.0362 0.5 Level 3 20 0.1 0.5 0.02 0.15 0.38 1 Content Scale Factor 1 1 1 1 1 1 1 Particle Composition (mg/kg) P0% 0 99000 600000 13600 2000 64000 250000 P10% 1000000 3850 15000 340 180 1600 22500 P30% 1000000 3850 15000 340 180 1600 22500 P50% 1000000 3850 15000 340 180 1600 22500 P80% 1000000 0 0 340 180 0 22500 330306 STORM SEWER DESIGN COMPUTATION SHEETSheet 1 of 1Project: RSI MARINEJob No.: 23953 James R. Hill, Inc.Location: CHANHASSEN, MNPrepared by: VUN PLANNERS / ENGINEERS / SURVEYORSDescription: Storm Sewer Comps for 10-Year Rain EventDate: 5/31/2022 2999 West County Road 42, Suite 100 Burnsville, MN 55306Pipe Type: RCP/PVC 952 / 890-6044 fax 952 / 890-6244Manning's n : 0.013 Structure No.A C C x A Σ tiQ dUPSTREAM DOWNSTREAM Length Slope Dia. Q-full MH Vel.-full t- travelFrom To acres coef. C x A min. intens. c.f.s. Rim Inv. Bld Rim Inv. Depth ft. ft./ft. in. c.f.s. size ft./sec. min.Remarks1 CB-105 CBMH-104 1.40 0.50 0.70 0.70 10.0 6.1 4.29 741.30 737.803.50741.30 737.214.091180.50% 15 4.57 3.72 0.53 OK 12 CBMH-104 CBMH-103 0.44 0.70 0.31 1.01 10.5 6.0 6.03 741.30 737.214.09741.20 735.945.261261.01% 15 6.48 5.29 0.40 OK 23 CBMH-103 CBMH-102 0.53 0.70 0.37 2.13 10.9 6.0 12.75 741.20 735.745.46741.20 733.877.331261.48% 18 12.79 7.24 0.29 OK 34 CBMH-102 CBMH-101 0.71 0.70 0.50 2.63 11.2 5.8 15.34 741.20 733.677.53741.30 732.548.761131.00% 21 15.84 6.59 0.29 OK 45 CBMH-101 FES-100 0.00 0.70 0.00 3.08 11.5 5.7 17.58 741.30 727.8513.45727.50 727.500.00670.52% 27 22.38 5.63 0.20 OK 567 CB-106 CBMH-103 1.50 0.50 0.75 0.75 10.0 6.1 4.60 752.92 742.0010.92741.20 737.004.201623.09% 12 6.26 7.97 0.34 OK 189 CB-107 CBMH-101 0.90 0.50 0.45 0.45 10.0 6.1 2.76 742.86 738.864.00741.30 738.233.07631.00% 12 3.56 4.54 0.23 OK 1 331307 332308 Variance Request 3 of 3 – Landscape Peninsulas REQUEST FOR VARIANCE 3 of 3 – Landscape Peninsulas Variance is requested for reduced required vehicle use area landscaping requirements per Sec. 20-1181. a. Overview • The proposed development does not require parking stalls as all traffic just comes to load and unload then leaves the site. We are providing minimal drive aisle width to access the building and load buildings with trailers; therefore, we do not have space for landscape islands per the code. The landscape islands would negatively impact vehicular circulation and trailer movements onsite. b. Practical Difficulties • Typically, landscape islands are used to end cap or break up long expanses of vehicular parking stalls. Since we do not require parking stalls interior to this development all landscape islands would need to be in the drive lane which poses a practical and safety issue with the site. c. Denied Substantial Rights. • Denial of the variation would impact the ability for safe and effective truck and trailer circulation in the main drive aisle. d. Essential Elements of the Area. • The variance would not result in a use or development on the subject lot in regards to the following: 1) The acceptance of the variation will not be materially detrimental to the public welfare or materially injurious to the enjoyment, use, development, or value of property or improvements permitted in the vicinity. 2) Acceptance of the variance would not alter the essential character of the locality 3) The acceptance of the variance would not impair an adequate supply of light and air to the properties and improvements in the vicinity. 4) Acceptance of the variance would not cause any increase to congestion in the public streets or have any impact on street traffic. 5) There will be no increase danger to flood or fire. 333309 Variance Request 3 of 3 – Landscape Peninsulas 6) Acceptance would not unduly tax public utilities and facilities in the area 7) Acceptance will not endanger the public health or safety. 334310 Memorandum To:MacKenzie Young-Walters, Associate Planner From:Erik Henricksen, Project Engineer Joe Seidl, Water Resources Engineer CC: Charles Howley, Public Works Director/City Engineer George Bender, Assistant City Engineer Joe Seidl, Water Resources Engineer Charlie Burke, Public Works Operations Manager Date:8/4/2022 Re:10500 and 10520 Great Plains Boulevard PUD and Site Plan Review – Planning Case No. 2022-04A EASEMENTS The preliminary plat provided dated 12/4/2018 and produced by James R. Hill, Inc., illustrates typical 10-foot public drainage and utility easements (DUE) along all property lines. Additional public DUEs were also provided over public utilities (only watermain at this phase) extending into the property. The location of the additional DUEs over the public water main are subject to change upon addressing the conditions associated with the public water main as discussed under the “Sanitary Sewer and Watermain” section of this report Any and all existing easements must be vacated prior to recording of the final plat. Based on Carver County property information there appears to be two parcels abutting the preliminary plat’s eastern property lines that are listed as “Parcel ID: Gap”. It is unclear if these parcels are being considered in the lot combination of the PUD, or if they are being considered a part of the adjacent lot to the west (PID #250361300). Clarification regarding the status of “Parcel ID: Gap” in conjunction with the proposed plat will be required prior to recording of the final plat from either the County or the applicant. 335311 The preliminary plat abuts and gains access from Carver County right-of-way. Thus, the applicant must coordinate with Carver County regarding any additional considerations and potential conditions associated with easements for the property as well as any requirements associated with ingress/egress and construction activities such as during grading and hauling operations. EXISTING CONDITIONS SURVEY The original existing condition survey, dated 1/28/2022 and produced by James R. Hill, Inc., required updates, including: Topographic data 100 feet beyond the property boundary Illustration of existing features that would impact the site’s ingress/egress (e.g. the full extents of Flying Cloud Drive which includes the median near the site’s entrance) Utilities on or adjacent to the property, including location, size and invert elevation of storm sewers, catch basins and manholes; location and size of water mains (including casings) and hydrants; location of gas mains, high pressure lines, fire hydrants, electric and telephone lines, and street lights. The direction, distance to, and size of such facilities shall be indicated. Wetlands Bluff impact zones Sewage treatment systems and associated conveyance systems Existing easements and associated recording document numbers Property information within 150 feet of the property’s boundary Retaining wall elevations The resubmitted existing condition survey, dated 5/6/2022, was updated to include these requirements and is in general conformance with City Ordinance. WETLANDS A study completed by Kjolhaug Environmental Services in 2021 shows there are no wetlands within the project site. City records show there is a wetland/wetditch just south of the project site located in the drainage ditch along County Road 101 (Great Plains Blvd). This wetland has been classified as a manage type 2 wetland in the City’s Surface Water Management Plan. A 1992 delineation report indicates the source of water as surface water runoff and the route of outflow is a culvert to the Minnesota River. The preliminary plans submitted show grading in close proximity to the wetland which is near the proposed access to the site. Article VI, Chapter 20 of City Code describes buffer strip and setback requirements. For example a 10 to 30 foot buffer strip with an average of 20 foot width for 336312 manage type 2 wetlands. There is also a 30-foot setback from the buffer strip so the building setback should be from 40 to 60 feet averaging 50 feet away from the edge of a manage type 2 wetland. The wetland buffer and wetland setback should be shown on the grading plan and staked in the field prior to construction. The preliminary plans appear meet the wetland setback requirements, however the buffer area should be staked with permanent markers and planted with native vegetation as outlined in city code. BLUFFS There is a steep slope located on the west side of the property; the bottom generally follows the 750 contour of the property and the top of the follows the 772 -774 contours. The steep area is called out in the preliminary plans as a bluff, however because this area was created from grading completed as part of a development project in 1996 it is not a natural slope and therefore does not meet the City's definition of a bluff. The Lower Minnesota River Watershed District (LMRWD) also regulates steep slopes within their jurisdiction. The applicant will need to coordinate with the watershed district to confirm if the project triggers any regulations as defined in Rule F – Steep Slopes. RETAINING WALLS Preliminary plans provided indicate that retaining walls may be required for the development. These walls are shown around the northern and eastern portions of the property. Portions of the retaining walls illustrated are shown to be located within public drainage and utility easements along the eastern property lines. An encroachment agreement would be required for any retaining walls located within public easements. Portions of the retaining walls are illustrated to be either close to or directly over the eastern property line. Due to the proximity to the property line, the construction of these walls would require construction activities to occur on the abutting property. The construction of any improvements that impact or require access to abutting properties must have the appropriate right-of-entry agreements and/or temporary construction easements prior to construction operations commencing. Retaining walls over 4 feet in height shall be constructed in accordance with plans prepared by a registered engineer and shall be constructed of a durable material (smooth face concrete, masonry/mortared, railroad ties and timber are prohibited). It should be noted that the height of any retaining wall is measured from the top of the wall to the bottom of the footing (not to the top of grade adjacent to the bottom of the wall). ACCESS 337313 Access to the site is currently had from Flying Cloud Drive (CSAH 61) and is located near the eastern property line. The preliminary plans indicate that the current access will remain and no additional accesses to the surrounding Carver County rights-of-way are proposed. The development will be required to construct a commercial driveway access in accordance with City Standards. Any comments or conditions by Carver County associated with impacts to their rights-of-way must be adhered to and all permits required must be obtained prior to construction activities commencing. In accordance with Section 20-1122 of City Code a turnaround is required when access is had from a state highway, county road or collector roadway. As access is being had from CSAH 61 a turnaround will be required that can adequately facilitate the turning movement of the largest anticipated design vehicle for the site or the City’s largest fire truck, whichever is greater. GRADING AND DRAINAGE The existing conditions plansheet and drainage maps included in the submittal show an existing building near the center of the property with access to Great Plains Boulevard provided by an asphalt parking area and gravel driveway. Stormwater runoff generally flows from north to south down the slope of the site where it enters a drainage swale along Flying Cloud Drive. The drainage swale conveys stormwater from west to east. Stormwater leaves the site by way of an existing 48” culvert under Flying Cloud Drive which conveys the stormwater to the South through stormwater pond Bluff Creek 9-2-1 and into Bluff Creek before ultimately outleting to the Minnesota River. The preliminary plans provided with the submittal show a significant amount of grading. The design steepens the hill on the northeast side of the site to create a flat area conducive for the four proposed buildings with access and parking. The proposed design uses a combination of drainage swales and stormwater infrastructure to collect and convey stormwater into a Best Management Practice (BMP) located on the southwest corner of the property. The design shows stormwater being conveyed from the proposed BMP to the existing swale along Flying Cloud Blvd through an outlet control structure. Any impacts to Carver County’s right-of-way must be approved and permitted by the County prior to construction activities. The overall design of the stormwater infrastructure mimics the flow path of the existing condition and acts to convey stormwater runoff from impervious surfaces through water quality BMPs. The Hydrologic and Hydraulic HydroCAD models show the site is decreasing rates leaving the site for the 2-, 10- and 100-year storm events. EROSION PREVENTION AND SEDIMENT CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction 338314 Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a preliminary Surface Water Pollution Prevention Plan (SWPPP) which generally appears feasible. The SWPPP is a required submittal element for preliminary plan review. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in the permit. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub- contractors are identified, and as other conditions change. SANITARY SEWER AND WATERMAIN Currently, municipal sanitary sewer and potable water services are not available to the site. During the build-out of the Highway 101 Realignment project, which was substantially completed in 2021, public sanitary sewer mains and water mains were extended along the corridor. However, these newly extended utilities are not fully active nor ready for operation to service properties, as such the site does not have adequate public sanitary and water to fully serve the development’s needs. In 2014, a Highway 61 corridor study was conducted in response to several near and long-term infrastructure projects at the time (e.g. Highway 101 Realignment, CSAH 61 reconstruction, flood mitigation projects, etc.) which prompted the City to investigate the feasibility of extending public utilities to the southern portion of the City. The study, known as “County Road 61 Corridor Plan”, conducted by SRF in association with Hoisington Koegler Group, Inc., determined that utility extensions were feasible within the study area. The image below, taken from Figure 3.1 of the City’s 2040 Comprehensive Plan, depicts the City’s existing and planned sanitary sewer in this area (planned water system build-out generally adheres to the same areas and alignments). 339315 The proposed development falls within the southcentral region of sanitary subdistrict LB-1 (the Lower Bluff Creek District). The 2014 study estimated costs and fee revenue associated with extending City utilities to the study area, along with estimated utility assessments per acre, which are shown in Tables 1 and 2. 340316 With a lack of adequate city utilities in the area, the development will be required to provide private utility services (sanitary sewer and potable water) to adequately meet the needs of the development. The City has agreed to allow the development to tap into the public watermain which was extended with the Highway 101 Realignment project, but only to service the development’s fire suppression needs. At this time there is not sufficient demand along the extended watermain to supply water to the quality standards that the City requires for consumption. This is important to note because the preliminary plans provided indicate the existing well on-site is proposed to be abandoned. If the site will have any fixtures requiring the use of water other than for fire suppression needs, a private source of water supply must be used for those fixtures. The preliminary plans indicate a sanitary sewer main to be installed within the development that then connects to the public main extended within the CSAH 61 right-of-way. This connection is not approved as the public sanitary sewer is not active nor ready for operation to service properties. If the applicant desires to construct sanitary sewer services and/or mains to service the future needs of the development, the applicant will be required to concurrently extend the public sanitary sewer main along CSAH 61 right-of-way to the eastern property line and cap the service line to the development. The preliminary plans indicate tapping of the existing public watermain for fire suppression needs at the southwest corner of the property. As shown on the preliminary plans this would be infeasible as the watermain was housed in a casing at the location, and would be required to be extended further east to facilitate the connection. Regardless, the development will be required to extend the 12” C900 PVC public watermain to the eastern property line along CSAH 61 right-of- way. The extension into the site must be along or near the improved private access to allow for reasonable access for future repair and maintenance and of adequate diameter to service the needs of the development. Adequate public drainage and utility easements will be required over the public main as it extends into the site. Private fire laterals can then be tapped from the public main as necessary. The applicant and their Engineer shall work with City staff in amending the construction plans, dated May 6, 2022 prepared by Joel G. Cooper, PE with James R. Hill, Inc. to fully satisfy staff concerns. Final construction plans will be subject to review and approval by 341317 staff to ensure adherence to the most recent edition of the City’s Standard Specifications and Detail Plates and City Ordinances. The property and potential future properties associated with this developable area will be specially assessed for the extension of the public sanitary sewer when they connect. When the property and potential future properties connect to municipal services they will also be required to pay the utility hook-up fees at the rate in effect at the time of hook-up. Lastly, prior to commencement of any utility work, a copy of all required permits from the appropriate regulatory agencies shall be provided to the city which shall include but is not limited to the Minnesota Department of Health, Carver County, etc. STORM WATER MANAGEMENT The project site is located within the Lower Minnesota River Watershed District (LMRWD). The proposed development will exceed the one (1) acre of new impervious area and will therefore require permanent stormwater BMPs to be constructed as part of this project and maintained by the owner. The project will be subject to stormwater regulations outlined under LMRWD Rule D including rate, volume, and water quality. Based on the LMRWD’s website, a portion of the site includes Steep Slopes as defined by the LMRWD and will be required to meet LMRWD Rule F. The City of Chanhassen also regulates the design, construction, and maintenance of stormwater infrastructure. Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP), and runoff rate control for the 2, 10, and 100-year storm events. A stormwater maintenance agreement and associated operations and maintenance plan is required for all private stormwater BMPs. The LMRWD requires volume control equal to one inch of runoff from impervious surfaces. The site is proposing 2.99 acres of impervious which requires 10,852 cubic feet of volume control. The filtration bench provides 16,921 cubic feet of volume control below the outlet meeting the volume control requirement. The design of the BMP is highly dependent on soil types and infiltration rates of the underlying soils. Soil borings, infiltration testing and an associated geotechnical report will be needed to confirm the design of the stormwater BMP. No geotechnical report was included as part of the reviewed submittal. If the soil borings show onsite soils are conducive to infiltration, the BMP will need to be redesigned to allow for 342318 infiltration in line with LMRWD rules. If the soil borings support the current filtration bench design, because the site is providing more volume control than is required, the project will be meeting the water quality rules. A number of comments pertaining to the P8 modeling of the site have been provided to the applicant which should be addressed to confirm the water quality treatment being provided. The Stormwater Narrative and supporting Hydrologic and Hydraulic HydroCAD models were reviewed and found to have a few inconsistencies from the plans provided such as a different amount of proposed impervious, not properly modeling the proposed filtration bench, and not including the overflow from the pond. The current modeling shows the site meets rate control requirements showing a decrease in discharge rates leaving the site from the existing condition to the proposed condition in the 2-, 10- and 100-year storm event. The applicant shall update Hydrologic and Hydraulic models based on comments from City staff and provide satisfactory models, and rate analysis confirming compliance with requirements prior to recording the final plat. As noted in Appendix H of the City’s Surface Water Management Plan dated August 2006, the City requires at least 3 feet of freeboard between a building elevation and adjacent ponding features. The site is currently meeting this freeboard requirement with respect to the proposed BMP HWL elevation of 730.44. Once the HydroCAD models have been updated, it should be confirmed the site is still in compliance with the City’s 3-foot freeboard requirement between HWL and adjacent buildings. The grading plan shows there is only 0.4 feet of vertical separation between the intermediate EOFs within the driving area and the adjacent buildings proposed first floor elevation. The grading plan should be updated to provide a minimum 1.0 feet of separation between these EOFs and the adjacent buildings as outlined in Chapter 19 of City Code. The City’s water resources engineer reviewed the preliminary plans provided with the submittal. Specific comments regarding the design of stormwater infrastructure and BMPs were provided to the applicant. STORM WATER MANAGEMENT FEES In 2005 a Stipulation of Settlement (Court File No. 10-CV-05-48) between PCH Development, LLC and the City of Chanhassen was agreed to regarding the park dedication fees and surface water management fees surrounding the subdivision of the “Paws Claws and Hooves Addition” subdivision (PC #2003-04 and the property of this Conceptual PUD). The surface water management fee was reduced to $9,900.00 and was paid on 7/25/2005. The settlement agreement states, “If all or any part of the property is changed to a different principal use or further subdivided, the property shall be subject to payment of additional park dedication and surface water management fees based upon the rates in effect at that time applicable to the 343319 proposed use and type of municipal approval requested.” However, as the stipulation was between the property owner and the City and was not required to be memorialized against the property, if the property owner changes from PCH Development, LLC no stormwater fees will be required. If the property is subdivided in the future, stormwater fees will be collected at the rate in affect at the time of platting, minus the $9,900.00 already paid. RECOMMENDATIONS: Engineering: 1. Adequate public drainage and utility easements are required over any publicly owned and maintained water mains and will be subject to review and approval by staff prior to the recording of the final plat. 2. Any existing easements within the final plat area must be vacated prior to recording of the final plat. 3. The two parcels along the development’s eastern property lines listed with Carver County’s property information as “Parcel ID: Gap” will need to be identified appropriately prior to recording of the final plat. 4. Encroachment agreements are required of any proposed improvements within public drainage and utility easements after review and approval by the City Engineer. 5. The construction of any improvements that require access to adjacent properties shall receive a temporary construction easement or right-of-entry prior to issuance of any building permits. 6. Retaining walls over 4 feet in height shall be constructed in accordance with plans prepared by a registered engineer and shall be privately owned and maintained. 7. The development shall construct a commercial driveway access in accordance with the most recent edition of the City’s Standard Specifications and Detail Plates. 8. Any private utility needs to service the development, including sanitary sewer and potable water, will be required to be provided by the developer as the property is not serviced by adequate city utilities. 9. The proposed connection to the public sanitary sewer main is not approved. 10. The proposed water main tap to the public main shall only be used for fire suppression needs for the development. 11. The developer shall extend the 12” C900 PVC public watermain to the eastern property line along CSAH 61. 12. The water extension into the site must be along or near the improved private access to allow for reasonable access for future repair and maintenance. 13. The applicant and their Engineer shall work with City staff in amending the construction plans, dated May 6, 2022 prepared by Joel G. Cooper, PE to fully satisfy all plan review comments. Final construction plans will be subject to review and approval by staff. 344320 14. The property and potential future properties associated with the final plat will be specially assessed for the extension of the public sanitary sewer when they connect. 15. The property and potential future properties associated with the final plat will be required to pay utility hook-up charges at the rate in effect at the time of connection to municipal services. 16. All required permits from the appropriate regulatory agencies including but not limited to the Minnesota Department of Health, Carver County Public, etc. shall be provided to the city prior to issuance of building permits. Water Resources: 1. The applicant shall provide a copy of an approved permit from the LMRWD as part of the building permit submittal to the City. 2. The applicant must submit soil borings and a geotechnical report with the building permit submittal to the City. Any modifications to the current design based on the geotechnical findings will be reviewed with future submittals to confirm compliance with the City’s requirements. 3. The applicant must update the Hydrologic and Hydraulic models per City comments and submit updated computations and models in their native forms with the building permit submittal to the City. 4. The applicant shall update P8 water quality modeling and resubmit the models in their native form to confirm the City’s water quality rule is met with the building permit submittal to the City. 5. The applicant shall update plans to provide the required freeboard from the proposed buildings and the EOF. 6. The applicant shall update plans to show wetland buffer markers and native vegetation in the wetland buffer area. 7. The applicant shall enter into an Operations and Maintenance Agreement for any proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. 8. If the property is subdivided in the future, stormwater fees will be collected at the rate in affect at the time of platting, minus the $9,900.00 already paid. 345321 Carver County Public Works 11360 Highway 212, Suite 1 Cologne, MN 55322 Office (952) 466-5200 | Fax (952) 466-5223 | www.co.carver.mn.us CARVER COUNTY Review comments from the July 2022 Planned Unit Development Site Plan submittal are made in blue italic font. Comments updated August 3, 2022. March 1, 2022 City of Chanhassen c/o MacKenzie Young-Walters, AICP Associate Planner 952-227-1132 mwalters@ci.chanhassen.mn.us Re: Development / Access Review Comments: 10500 and 10520 Great Plains Boulevard Conceptual Planned Unit Development (PUD) located at PID#s 256010010 and 256010020 adjacent to County State Aid Highway (CSAH) 101 (Great Plains Blvd.) and CSAH 61 (Flying Cloud Dr.) Thank you for the opportunity to review the subject development in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, and other official controls of the County, the following are comments and recommended conditions of approval and as potential requirements for any necessary permits to be issued for the project. 1. Regarding access to the County highway a. The proposed driveway access onto CSAH 61 was built with the County’s Flying Cloud Dr. project and the proposed driveway location appears consistent with the access that was constructed. i. Information b. Provide an estimate of the maximum number of vehicles that may make a left turn into the site during an hour to evaluate the potential operational and safety risk of vehicles and any towed trailers obstructing eastbound CSAH 61 traffic. Additional improvements may be needed to mitigate any operational or safety risks that are identified. i. Applicant to provide this information c. Update: The median on CSAH 61 (Flying Cloud Dr.) is to be shifted west 60 feet to accommodate a truck and trailer to pull out of the way of traffic when making left turns into the subject site. Applicant can coordinate with Carver County Public Works with design specifics. See attachment of this change. A plan set shall be developed and signed by a licensed Engineer. This improvement shall be made at the expense of the applicant and an excavation permit will be required. 2. Regarding County highway right of way a. The property boundaries shall match the existing County highway right of way. The proposed boundary appears to match the highway right of way as modified by CR RW Plat No. 29. 346322 i. Information 3. Regarding grading adjacent to the County highway a. County requests drainage calculations and data for the proposed development. Revision is likely needed regarding the outlet for the proposed stormwater treatment ponds, which is not in a good location due to the flow outlet being up gradient from the trail which is below. Drainage should be carried and directed further to the east into the roadside ditch that currently exists instead of to the west side of the development on the steep slopes and directly pointed at the trail embankment. i. Condition applies b. Confirm the proposed drainage will not create an adverse impact to the County right of way. i. Condition applies c. Proposed grading shall tie-in and be compatible with the existing ground in the County right of way. i. Condition applies d. Update: The outlet apron needs to be stabilized per design guidance from MnDOT to minimize the erosion risk. e. Update: A meeting should be set up by the applicant’s engineer with Carver County Public Works to confirm the stormwater calculations. There are questions on the calculations for the culvert along CSAH 61. 4. Regarding final approvals and required permits - a. The County will need to review and approve the final grading plans for properties adjacent to CSAH 101 and CSAH 61. A grading permit will be required for grading work within the highway right of way. i. Condition applies b. An access permit will be required for access to CSAH 61 due to this change in use and connection of the site improvements to CSAH 61. i. Condition applies. A deposit will be required to ensure work within the right of way for required median change project is to County standards. c. The technical details of any final plat, its boundaries and form(s) will need to be reviewed and approved by the County Surveyor. i. Condition applies d. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain a Utility, Access, or Excavating/Filling/Grading Permit(s) from Carver County Public Works: (www.co.carver.mn.us/departments/public-works/quick-links/permits). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. i. Condition applies 347323 e. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to remedied or updated at development expense, including costs incurred by the County. i. Information These are the County’s comments at this time. If you have any questions or need further assistance, please contact staff noted below: Jack Johansen Transportation Planner Carver County Public Works 952.466.5283 jjohansen@co.carver.mn.us Angie Stenson AICP Sr. Transportation Planner Carver County Public Works 952.466.5273 astenson@co.carver.mn.us Dan McCormick, P.E. PTOE Traffic Services Supervisor Carver County Public Works 952.466.5208 dmccormick@co.carver.mn.us 348324 ? ? X=560000 X=560000 11 1075 80 85 75 80 85 155160 SURFACE FINISHED TOP OF GROUND EXISTING VPI +86.86EL. 738.27+1.00%VPI +20.30EL. 735.29-1 .75%VPI +14.84EL. 726.64-1 .75%+0.80% 200.00’ V.C. K = 78 ex = 0.64’VPC +14.84 EL. 728.39VPT +14.84 EL. 727.44729.52727.85ROUNDABOUT PROFILE SEE E-CID GRADING GRADE EXCAVATION-MUCK SELECT GRANULAR MODIFIED GRANULAR SELECT ELEV. 727.19 STA 84+52.09 LOW POINT 1.5:1727.32VPI +91.24EL. 728.85+0.80%-0.67% 200.00’ V.C. K = 136 SSD = 835’VPC +91.24 EL. 728.05VPT +91.24 EL. 728.18728.55STA. 86+81.36END PROJECT728.41STA. 86+36.34END PERMANENT CONST.75 80 85730.91729.94728.66726.68725.66724.82723.73721.89720.41719.14718.32718.25718.38718.61721.37723.43722.75723.56724.91726.95726.34726.67727.41728.00728.41728.79728.91728.97728.94728.74728.54734.40734.90735.40735.90736.40736.90737.40737.90738.10737.47736.83736.19735.55734.77733.90733.02732.15731.27730.40729.52728.65727.85727.36727.19727.33727.72728.12728.52728.9285 86 87 8885 IRON IRON 5/19/20143:51:57 PMS:\AE\C\Carvr\124268\5-final-dsgn\50-final-dsgn\40-TransHwy\plnshts\124268_cp.dgnDRAWN BY: DESIGNER: DESIGN TEAM CHECKED BY: REVISIONSNO.BY DATE ST. PAUL, MN 55110 3535 VADNAIS CENTER DR. PHONE: (651)490-2000119938_cp7 236 FILE NO. Lic. No. Date: CARVR 124268 CARVER COUNTY,MN. Engineer under the laws of the State of Minnesota. my direct supervision and that I am a duly Licensed Professional I hereby certify that this plan was prepared by me or under Certified By: Printed Name: Licensed Professional Engineer 5/19/2014 OF 43475 CSAH 101 & CSAH 61 JASON E. OWENS CIF JEO JEO S.A.P. 194-020-010, S.A.P. 194-020-011 S.A.P. 070-701-009, S.P. 1009-24, S.A.P. 010-661-002, S.A.P. 010-701-002, 710 720 730 740 710 720 730 740 CP10 { E-CID MATCH LINE - EB STA 73+00CONSTRUCTION PLAN & PROFILE CP7 RETAINING WALL A { TRAIL RETAINING WALL A 32’18’23’32’30’18’23’32’14’14’16’16’10’ TRAIL +40 +50 3 3 3 3 1 1 1 1 +97 +19 1:10 16’14’ 14’12’ 1:15 +93 +76 8’ SHLD 10’ TRAIL 12’ 12’ 12’ 8’ SHLD +69 +73 1:151:10 6’ MED. +16 +26 +40 +50 SHEET ID5 INTERSECTION DETAIL FOR INFORMATION SEE CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS (FLYING CLOUD DR) { WB CSAH 61 (FLYING CLOUD DR) { EB CSAH 61 EB CSAH 61 STA 73+00 - 89+00 { SB CSAH 101 { NB CSAH 101 STA. 86+81.36 { EB CSAH 61 END S.A.P. 010-661-002 CONSTRUCION END PERMANENT STA. 86+36.34 EB CSAH 61 CULVERT EXISTING BR. NO. 10549 22’17’ 15’17’15’22’EX R/W TE TE TE EX R/W EX R/W D&U EASE D&U EASETE TE EX R/WPROP R/W +14 +74 +16 +26C&G B624 C&G S524 C&G B624 C&G S524 (**) 2-1/c#12 (TRACERS) F&I (**) 2-1 1/4" CONDUITS (**) 2-1/c#12 (TRACERS) F&I (**) 2-1 1/4" CONDUITS HANDHOLE (URBAN) F&I (**) FIBER OPTIC SEE SHEET CP4 MATCH LINE (FIBER OPTIC)SEE SHEET CP4 MATCH LINE (FIBER OPTIC) FROM B624 TO S524. 3 10’ TRANSITION CURB AND GUTTER (PAID FOR AS 6" CONCRETE WALK). PER MNDOT STD. PL. 7113. 1 CONSTRUCT CONCRETE APROACH NOSE SPECIFIC NOTES: END GUARDRAIL EB STA. 75+15 11010’ TRAI L10’ TRAIL =10’R14’=104’R 700 700 C&G B624 C&G B624 C&G B424 1 JEO 5/19/2014 COUNTY’S PROPOSED PROFILE CHANGED THE END OF PROJECT PROFILE TO MATCH HENNEPIN EB CSAH 61 100’ SCALE IN FEET 349325 Landscaping and Tree Preservation 10500/10520 Great Plains Blvd Existing vegetation on the site consists of many pioneer tree species. These types of trees that are the first to populate a site, often after a disturbance. Common species on the site include box elder, Siberian elm, green ash, cottonwood, and hackberry. The applicant is able to save the existing trees along the north property line adjacent to the regional trail corridor which is a mix of hackberry, elm and box elder. While the elm and box elder may not be highly desirable trees they do provide nesting and habitat for birds and pollinators. Preserving these trees also helps to meet bufferyard requirements for the north property line. The applicant is proposing a native prairie seed mix along the north property line. This location is ideal for a dry prairie seed mix and will work to provide habitat on site, provided that the proper establishment of the seed is followed. Staff recommends that the applicant provide a 3- year prairie management contract to ensure the establishment of the native plants. The applicant is proposing a diverse mix of tree and shrub species but needs to incorporate 2 additional understory genera in order to meet minimum diversity as required by ordinance so that no genus has more than 10 trees in quantity. Bufferyard plantings are required along the property lines. The landscape plan shows the following proposed landscaping for the site. Required plantings Proposed plantings Bufferyard A –North prop. line, Regional Trail, 780’ 7 overstory trees 14 Understory trees 21 Shrubs 19 overstory trees - existing 0 Understory trees 46 Shrubs Bufferyard B –South prop. Line, Hwy 61, 700’ 14 overstory trees 28 understory trees 42 shrubs 11 overstory trees 23 understory trees 25 shrubs Bufferyard B –west prop. line, Hwy 101 Great Plains Blvd, 500’ 10 Overstory trees 20 Understory trees 30 Shrubs 5 Overstory trees 8 Understory trees 20 Shrubs Bufferyard A -East property line, 460’ 4 Overstory trees 9 Understory trees 13 Shrubs 4 Overstory trees 8 Understory trees 12 Shrubs 350326 The applicant does not meet minimum requirements for bufferyard plantings on the south, west and east sides of the site. Staff recommends that the minimum requirements for bufferyards in these areas. The vehicular use area is required by code to have landscaping that includes islands or peninsulas for every 6,000 sq. ft. of use area as well as landscaped areas and trees in and around the parking area in order to reduce the overall heat island effect of pavement and improve aesthetics of the site. Minimum requirements for landscaping for the parking lot include 3090 sq. ft. of landscaped area around the parking lot, 5 landscape islands or peninsulas, and 12 trees for the parking lot. The applicant’s proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 3,090 sq. ft.0 sq. ft. Trees/parking lot 12 trees 0 trees Landscape islands or peninsulas/parking lot 5 islands/peninsulas 0 islands/peninsulas The applicant is not proposing any parking stalls and the paved areas will be used for truck and trailer movements. Landscape islands would impede safe traffic movement in the site and therefore staff supports the variance request to not install landscape islands in the vehicular use area. Staff recommends that when the use of the site changes and parking is included, then all required landscape islands and/or peninsulas be installed. Recommendations: -The applicant shall meet minimum requirements for buffer yards. A revised landscape plan shall be submitted to the city. -The applicant shall provide a 3-year prairie establishment and management plan for the native seed area specified on the landscape plan. -When the use of the site changes and parking is included, then all required landscape islands and/or peninsulas be installed. -Incorporate 2 additional tree understory genera to Plant Schedule in order to meet minimum diversity as required by ordinance so that no genus has more than 10 trees in quantity. - 351327 352328 353329 354330 355331 City Council Item October 30, 2023 Item Approve Extension of Variance 2022-04A for RSI Marine to September 12, 2024 File No.Variance 2022-04A Item No: C.9 Agenda Section CONSENT AGENDA Prepared By Rachel Arsenault, Associate Planner Reviewed By Eric Maass SUGGESTED ACTION "The Chanhassen City Council approves an extension to Variance 2022-04A for RSI Marine to September 12, 2024." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY This extension of a variance approval is for RSI Marine, located at 10500 and 10520 Great Plains Boulevard. The variance is from the required vehicular use landscape standards with the stipulation that when the use of the site changes and parking is included, then all required landscaped islands and/or peninsulas shall be installed. Variance 2022-04A expired September 12, 2023. Substantial completion of the project construction has not been completed as stated in the variance, and therefore, the variance has lapsed. Staff has continued to work with RSI Marine on the construction of the project and is supportive of the proposed variance extension. BACKGROUND 332 DISCUSSION BUDGET RECOMMENDATION Approve an extension to Vriance 2022-04A to September 12, 2024. ATTACHMENTS Variance 2022-04A Extension 333 1 CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA EXTENSION OF VARIANCE 2022-04A 1. Permit. As authorized by Section 20-57(c)(2) of the Chanhassen City Code, the City Council approves the extension of the termination date of Variance 2022-04A, from September 12, 2023, until September 12, 2024. 2. Property. The variance extension is for a property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as: Lot 1, Block 1, Paws Claws and Hooves Addition, Carver County, Minnesota, Excepting Parcel lC and Parcel 1D as shown on Carver County Right of Way Plat No. 29, Carver County, Minnesota. And Lot 2, Block l, Paws Claws and Hooves Addition, Carver County, Minnesota, Excepting Parcel 1A and Parcel 1B as shown on Carver County Right of Way Plat No. 29, Carver County, Minnesota. 334 2 Dated: October 30th, 2023 CITY OF CHANHASSEN BY: (SEAL)Elise Ryan, Mayor AND: Laurie Hokkanen, City Manager STATE OF MINNESOTA ) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 2023 by Elise Ryan, Mayor, and Laurie Hokkanen, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 G:\PLAN\2022 Planning Cases\22-04 10500 and 10520 Great Plains Blvd REZ and SPA - RSI Marine\22-04A 10500 and 10520 Great Plains Blvd\2022-04A Variance\Extension Request 2023 335 City Council Item October 30, 2023 Item Approve Maintenance Agreement with Riley Purgatory Bluff Creek Watershed District for public storm sewer installation related to the Xcel Service Center Site Plan Project File No.City Planning Case 2023-01 - Xcel Service Center Site Plan Item No: C.10 Agenda Section CONSENT AGENDA Prepared By Joe Seidl, Water Resources Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves entering into a Maintenance Agreement with Riley Purgatory Bluff Creek Watershed District for public storm sewer installation related to the Xcel Service Center Site Plan Project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Consider approving the Maintenance Agreement with Riley Purgatory Bluff Creek Watershed District (RPBCWD) as part of the Xcel Service Center Site Plan Project. The developer is constructing public storm sewer improvements as a part of the project. A signed Maintenance Agreement is required by the Watershed District for the developer to obtain necessary construction permits. BACKGROUND The Maintenance Agreement acts to ensure that the public storm sewer system installed on the site is properly maintained. The City of Chanhassen is required to maintain its own stormwater infrastructure as part of the MS4 permit requirements it has with the MPCA. The City of Chanhassen already has a program to maintain stormwater infrastructure throughout the city therefore, this agreement does not 336 impact the city's standard operation procedures. DISCUSSION BUDGET N/A RECOMMENDATION Staff recommends approving the Maintenance Agreement with Riley Purgatory Bluff Creek Watershed District. ATTACHMENTS Maintenance Agreement with RPBCWD for Xcel Service Center Site Plan Exhibit B - Stormwater BMP Exhibit 337 1 MAINTENANCE AGREEMENT Between the Riley Purgatory Bluff Creek Watershed District and The City of Chanhassen This Maintenance Agreement (Agreement) is made by and between the Riley Purgatory Bluff Creek Watershed District, a watershed district with purposes and powers set forth at Minnesota Statutes chapters 103B and 103D (RPBCWD), and the City of Chanhassen a statutory city and body corporate and politic of the State of Minnesota (City). Recitals and Statement of Purpose WHEREAS pursuant to Minnesota Statutes section 103D.345, the RPBCWD has adopted and implements the Wetland and Creek Buffers Rule, the Waterbody Crossings and Structures Rule and the Stormwater Management Rule; WHEREAS, under the Waterbody Crossings and Structures Rule, certain land development activity requires the landowner to record a declaration establishing the landowner’s perpetual obligation to inspect and maintain waterbody crossings and structures in accordance with approved plans; WHEREAS in each case, a public landowner, as an alternative to a recorded instrument, may meet the maintenance requirement by documenting its obligations in an unrecorded written agreement with the RPBCWD; WHEREAS in accordance with the RPBCWD rules and as a condition of permit no. 2022-074, the City’s perpetual obligation to maintain the waterbody crossing must be memorialized in a maintenance agreement specifying requirements and restrictions; WHEREAS City and the RPBCWD execute this Agreement to fulfill the condition of permit no. 2022-074 and concur that it is binding and rests on mutual valuable consideration; THEREFORE City and RPBCWD agree as follows that City, at its cost, will inspect and maintain the waterbody crossing as shown in the site plan attached to and incorporated into this Agreement as Exhibit B in perpetuity as follows: 338 2 1. WATERBODY CROSSINGS & STRUCTURES a. Crossings and structures in contact with the bed or bank of a waterbody will be inspected at least once a year and maintained in good repair in perpetuity to ensure adequate hydraulic and navigational capacity is retained in accordance with approved plans; to ensure no net increase in the flood stage beyond that achieved by the approved plans; to prevent adverse effects to water quality, changes to the existing flowline/gradient and increased scour, erosion or sedimentation; and minimizing the potential for obstruction of the waterbody. 2. Reporting. City will submit to the RPBCWD annually a brief written report that describes stormwater facility maintenance activities performed under this declaration, including dates, locations of inspections and the maintenance activities performed. 3. Property Transfer. If City conveys into private ownership a fee interest in the property that is the subject of this Agreement, it shall require as a condition of sale, and enforce: (a) that the purchaser record a declaration on the property incorporating the maintenance requirements of this Agreement; and (b) that recordation occur either before any other encumbrance is recorded on the property or, if after, only as accompanied by a subordination and consent executed by the encumbrance holder ensuring that the declaration will run with the land in perpetuity. If City conveys into public ownership a fee interest in any property that has become subject to this Agreement, it shall require as a condition of the purchase and sale agreement that the purchaser accept an assignment of all obligations vested under this Agreement. 4. This Agreement may be amended only in a writing signed by the parties. 5. The recitals are incorporated as a part of this Agreement. 339 3 IN WITNESS WHEREOF, the parties hereto have executed this Agreement. RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT By ___________________________________ Date: President, Board of Managers City of City By: _______________________________ Date: Its Mayor By: _______________________________ Date: Its Administrator 340 EXHIBIT B341 City Council Item October 30, 2023 Item Authorize Execution of Stormwater Maintenance Agreement with Trouvaille Property LLC File No.Planning Case # 2012-15 Beehive Home Site Plan Item No: C.11 Agenda Section CONSENT AGENDA Prepared By Joe Seidl, Water Resources Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council authorizes execution of a Stormwater Maintenance Agreement with Trouvaille Property LLC, for the purposes of perpetual obligation to maintain the private stormwater best management practices (BMP) system on the property." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY BACKGROUND The approval of the Beehive Home site plan created the need to install a privately-owned and operated stormwater best management practice (BMP) system. The BMP system includes several individual BMPs, including a wet basin and biofiltration basins connected with private storm sewer infrastructure. The BMP system was required in order to meet city and Minnehaha Creek Watershed District requirements. Properly designed, installed, and maintained private stormwater systems have the capacity to allow for stormwater detention and/or infiltration. When not properly designed, installed, and/or maintained, these systems could fail to facilitate the required detention and/or infiltration of stormwater as designed. It is important to ensure that an operations and maintenance agreement is in place with the subject property owner to ensure that private stormwater infrastructure is owned and 342 maintained. DISCUSSION The attached Stormwater Maintenance Agreement was developed by city staff, the City Attorney, and Trouvaille Property LLC as part of the conditions of the site plan approval. Trouvaille Property LLC has reviewed and approved this agreement. BUDGET N/A RECOMMENDATION Staff recommends approving the Stormwater Maintenance Agreement with Trouvaille Property LLC, for the purposes of perpetual obligation to maintain the private stormwater best management practice (BMP) systems on the property. ATTACHMENTS Stormwater Operations and Maintenance Agreement 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 City Council Item October 30, 2023 Item Authorize Execution of Stormwater Maintenance Agreement with the Northern States Power Company. File No.Planning Case # 2023-01 Xcel Service Center Site Plan Item No: C.12 Agenda Section CONSENT AGENDA Prepared By Joe Seidl, Water Resources Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council authorizes execution of a Stormwater Maintenance Agreement with Northern States Power Company, for the purposes of perpetual obligation to maintain the private stormwater best management practices (BMP) system on the property." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY BACKGROUND The approval of the Xcel Service Center Site Plan created the need to install a privately-owned and operated stormwater best management practice (BMP) system. The BMP system includes several individual BMPs, including surface basins and stormwater reuse and irrigation connected with private storm sewer infrastructure. The BMP system was required in order to meet city and Riley Purgatory Bluff Creek Watershed District requirements. Properly designed, installed, and maintained private stormwater systems have the capacity to allow for stormwater detention and/or infiltration. When not properly designed, installed, and/or maintained, these systems could fail to facilitate the required detention and/or infiltration of stormwater as designed. It is important to ensure that an operations and maintenance agreement is in place with the subject property owner to ensure that private stormwater 364 infrastructure is owned and maintained. DISCUSSION The attached Stormwater Maintenance Agreement was developed by city staff, the City Attorney, and Northern States Power Company as part of the conditions of the site plan approval. Northern States Power Company has reviewed and approved this agreement. BUDGET N/A RECOMMENDATION Staff recommends approving the Stormwater Maintenance Agreement with Northern States Power Company, for the purposes of perpetual obligation to maintain the private stormwater best management practice (BMP) system on the property. ATTACHMENTS Stormwater Operations and Maintenance Agreement Exhibits to Stormwater Operations and Maintenance Agreement 365 1 226988v4 STORMWATER MAINTENANCE AGREEMENT/ BEST MANAGEMENT PRACTICE FACILITIES (Chanhassen Service Center) THIS AGREEMENT is made and entered into as of the ___ day of ____________, 2023, by and between NORTHERN STATES POWER COMPANY, a Minnesota corporation, hereinafter referred to as the “Owner” and the CITY OF CHANHASSEN, a Minnesota municipal corporation, hereinafter referred to as the “City”. RECITALS A. The Owner is the owner of certain real property located in Carver County, Minnesota, legally described as follows: That part of the Northwest Quarter of the Northeast Quarter of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northwest corner of said Northwest Quarter of the Northeast Quarter; thence North 89 degrees 28 minutes 31 seconds East, assumed basis for bearings, 315.34 feet, along the North line of said Northwest Quarter of the Northeast Quarter, to the actual point of beginning; thence South 02 degrees 29 minutes 16 seconds East 398.42 feet; thence South 70 degrees 59 minutes 16 seconds East 125.00 feet; thence South 20 degrees 59 minutes 16 seconds East 510.00 feet; thence South 21 degrees 00 minutes 44 seconds West 323.46 feet; thence Easterly 386.37 feet along a non-tangential curve, concave to the North, having a radius of 1637.00 feet, a central angle of 13 degrees 31 minutes 23 seconds, and a chord bearing of North 89 degrees 32 minutes 56 seconds East; thence North 82 degrees 47 minutes 14 seconds East 364.21 feet; thence Easterly 100.88 feet along a tangential curve, concave to the South, having a radius of 1637.00 feet, and a central angle of 03 degrees 31 minutes 52 seconds, to the East line of said Northwest Quarter of the Northeast Quarter; thence North 02 degrees 08 minutes 32 seconds West 1168.57 feet, along said East line, to the North line of said Northwest Quarter of the Northeast Quarter; thence South 89 degrees 28 minutes 31 seconds West, along said North line to the point of beginning. EXCEPTING THEREFROM, that part contained within Parcel 215D on Minnesota Department of Transportation Right of Way Plat Numbered 10-09. Carver County, Minnesota. (“Property”); and B. The Owner is proposing construction and implementation of a wet basin reuse system stormwater (Best Management Practice) BMP system within the Property; and C. The submitted permit application, hereinafter called the “Plans”, which are expressly made a part hereof, as approved by the City, provides for filtration/infiltration of stormwater within the confines of the Property via a wet basin reuse system; and 366 2 226988v4 D. The City and the Owner agree that the health, safety, and welfare of the residents of the City of Chanhassen, Minnesota, require that on-site stormwater management/BMP facilities be constructed and maintained on the Property; and E. The City requires that on-site wet basin reuse (“Stormwater Facilities”) as shown on the Plans be constructed and adequately maintained by the Owner as a condition of the Site Plan Agreement; and F. The Owner is required to enter into this Agreement as a condition of the Site Plan Agreement and grant to the City a license to enter the Property to inspect and, if necessary, complete work required under the terms of this Agreement. NOW, THEREFORE, in consideration of mutual covenants of the parties set forth herein and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Construction of Stormwater Improvements. Owner shall construct the Stormwater Facilities in accordance with the plans and specifications identified in the Plan. 2. Maintenance of Stormwater Improvements. A. The Owner shall adequately maintain the Stormwater Facilities in accordance with the City engineering standards for stormwater treatment facilities attached hereto as Exhibit A. This includes all pavement, pipes, channels, and other conveyances built to convey stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these Stormwater Facilities are performing their design functions. B. The Owner will perform the work necessary to keep these Stormwater Facilities in good working order as appropriate. In the event a maintenance schedule for the Stormwater Facilities (including sediment removal) is outlined in Exhibit A, the schedule will be followed and comply with all applicable federal, state, and local regulations relating to the disposal of material, such as sediment. 3. Inspection and Reporting. The Owner shall inspect the Stormwater Facilities and submit an inspection report annually and shall be responsible for the payment of any associated costs. The purpose of the inspection is to assure safe and proper functioning of the facilities. The inspection shall cover the entire facilities. Deficiencies shall be noted in the inspection report set forth in Exhibit A. 4. City Access and Maintenance Rights. A. The Owner hereby grants a license to the City, its authorized agents and employees, to enter upon the Property to inspect the Stormwater Facilities whenever the City deems necessary as shown on Exhibit B, and to complete any maintenance, if necessary subject and pursuant to the terms of subparagraph B, below. The City shall provide written notice to the Owner fourteen (14) days prior to entry and at the Owner’s discretion the Owner may require City, its agents, contractors, invitees, or 367 3 226988v4 employees to be escorted when accessing any portion of the Property behind a fence or gate. The City shall provide the Owner, copies of the inspection findings and a directive to commence with the repairs if necessary (“Inspection Report”). B. In the event the Owner fails to maintain the Stormwater Facilities in good working condition acceptable to the City and such failure continues for 60 days after the City gives the Owner written notice of such failure, the City may enter upon the Property and take whatever steps necessary, including excavation and the storage of materials and equipment, to correct deficiencies identified in the Inspection Report. The City's notice shall specifically state which maintenance tasks are to be performed. The City may charge the costs, including assessing the City’s costs to the Owner’s property taxes, to the Owner. This provision shall not be construed to allow the City to erect any structure of permanent nature outside of the area of the Stormwater Facilities. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Stormwater Facilities, and in no event shall this Agreement be construed to impose any such obligation on the City. In addition, Owner agrees that it is, and will be, solely responsible to address complaints and legal claims brought by any third party with regard to the maintenance and operation and the consequences there from the Stormwater Facilities. The Owner shall defend and hold the City harmless from any such third-party claim, except to the extent of the City’s or its agents’, contractors’ or employees’ negligence or willful misconduct. 5. Reimbursement of Costs. The Owner shall reimburse the City for all costs reasonably incurred by the City in the enforcement of this Agreement, or any portion thereof, including court costs and reasonable attorneys' fees. 6. Indemnification. This Agreement imposes no liability of any kind whatsoever on the City. The Owner shall indemnify and hold harmless the City and its agents and employees against any and all claims, demands, losses, damages, and expenses (including reasonable attorneys' fees) arising out of or resulting from the Owner or the Owner’s agents’ or employees’ negligent or intentional acts, or any violation of any safety law, regulation or code in the performance of this Agreement, without regard to any inspection or review made or not made by the City, its agents or employees or failure by the City, its agents or employees to take any other prudent precautions, except to the extent of the City’s or its agents’, contractors’ or employees’ negligence or willful misconduct. In the event the City, upon the failure of the Owner to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement, the Owner shall indemnify and hold harmless the City, its employees, agents and representatives from any cost, damage or harm, except to the extent resulting from the City’s or its agents’, or employees’ negligent acts or willful misconduct in the performance of the Owner’s required work under this Agreement. Failure to perform any of the Owner’s required work shall not be considered negligence by the City, its employees, agents or representatives. 7. Notice. All notices required under this Agreement shall either be personally delivered or be sent by certified or registered mail and addressed as follows: To the Owner: Northern States Power Company c/o Xcel Energy Attention: Real Estate Services 414 Nicollet Mall Minneapolis, Minnesota 55401 368 4 226988v4 To the City: City of Chanhassen Attention: Water Resources Engineer 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 All notices given hereunder shall be deemed given when personally delivered or two business days after being placed in the mail properly addressed as provided herein. 8. Successors/Covenants Run With the Property. The terms and conditions of this Agreement shall run with the Property. All duties and obligations of Owner under this Agreement shall be duties and obligations of Owner’s successors and assigns, jointly and severally. 9. Covenants Run with Property. The terms and conditions of this Agreement shall run with the Property and shall be binding upon future owners of the Property. [Remainder of page intentionally left blank. Signature page follows.] 369 5 226988v4 OWNER: NORTHERN STATES POWER COMPANY, a Minnesota corporation By: Matthew Boehlke, Sr. Director, Aviation and Property Services, Xcel Energy Services Inc., as agent for Northern States Power Company STATE OF MINNESOTA ) )ss. COUNTY OF ___________ ) The foregoing instrument was acknowledged before me this _______ day of _______________, 2023, by Matthew Boehlke, Sr. Director, Aviation and Property Services, Xcel Energy Services Inc., as agent for Northern States Power Company, on behalf of the entity. ___________________________________ Notary Public 370 6 226988v4 CITY: CITY OF CHANHASSEN By: ____________________________________ Elise Ryan, Mayor By: ____________________________________ Laurie Hokkanen, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this _____ day of ___________, 2023, by Elise Ryan and Laurie Hokkanen, respectively, the Mayor and 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 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 371 7 226988v4 EXHIBIT A TO STORMWATER MAINTENANCE AGREEMENT Stormwater Facility Operation and Maintenance Plan and Inspection Checklist The Owner, shall be vested with and shall be responsible for conducting an annual inspection of the stormwater facility as depicted and attached hereto, utilizing the stormwater facility maintenance inspection checklist, attached hereto, and shall make any repairs to the stormwater facility necessary for its intended design and function, as determined by the City’s Water Resources Engineer for the remaining life of the Stormwater Facility. 372 8 226988v4 (attach inspection checklist here ) 373 9 226988v4 EXHIBIT B TO STORMWATER MAINTENANCE AGREEMENT STORMWATER BMP EXHIBIT 374 226988v4226988v2 MORTGAGE HOLDER CONSENT TO STORMWATER MAINTENANCE AGREEMENT ______________________________________ a ____________________________, which holds a Mortgage on all or part of the Property more particularly described in the foregoing Stormwater Maintenance Agreement, which Mortgage is dated _________________ and recorded __________________ as Document No. ____________ with the offices of the Carver County Recorder/Registrar of Titles, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Stormwater Maintenance Agreement. _______________________________________ By: ______________________________________ ___________________________ [print name] Its _________________________ [title] STATE OF MINNESOTA ) ( ss. COUNTY OF ___________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 2023 by ___________________________, the _____________________________ of ______________________________________ a ____________________________, on behalf of said entity. _____________________________________ Notary Public DRAFTED BY: CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/mew 375 EXHIBIT A 376 377 EXHIBIT B378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 EXHIBIT B406 Xcel - Chanhassen Page 1 1.System Operation General Design & Operation Sequence The irrigation system is designed to utilize a pump station to draw storm water From wet well to provide irrigation to the site when the pond has an adequate supply to draw from. Pressure transduces will monitor water levels, set by proper authorities, and draw down to that level. Irrigation from pond source will be filtered with automatic self-flushing filter and UV filtering before entering the irrigation system. If it is determined that the water level in the wet well is insufficient, the pump station will retire and automatically switch to potable water source until such time that there is sufficient water to resume draw from pond source. Water Metering 1. Water from pond source will be totalized in the pump station control panel. 2. Potable water will be metered with a typical municipal water meter. 3. ALL water usage will be monitored in the BaseManager Irrigation control and monitoring system as specified. 4. The irrigation control system is capable of producing water use reports based on several built-in intervals as well as custom intervals to meet requirements. 5. The irrigation control system is also capable of water budgeting as required. Irrigation Design The irrigation design and specifications are intended to utilize efficient irrigation practices and equipment. 1. Hunter MP nozzles to maximize efficiency and reduce run-off. 2. Drip irrigation in planting areas to maximize efficiency. Irrigation Control System – Baseline 3200 1. Moisture Sensors are placed in landscape/turf to monitor soil moisture and provide precise control over the entire irrigation systems. 2. Water level monitoring 3. Cycle & Soak capabilities 4. Water Budgeting 5. Flow Optimization & monitoring 6. Rain/Freeze shut off. 7. Automatic shut down for high flow, low flow, unexpected flow. Minimizing any damage to landscape and excess water loss. EXHIBIT C 407 Xcel - Chanhassen Page 1 1.Standard Irrigation System Maintenance and Repair Protocols General It is the intent of this document to provide a consistent framework for irrigation system maintenance and repair, so that all activities performed consistently support the following goals: 1. Irrigation systems will properly support healthy landscape plants and turf. 2. Irrigation systems will employ current water-saving componentry to make responsible, efficient use of natural and financial resources. 3. Irrigation systems will be designed and maintained to limit polluted runoff into the storm water system. 4. Irrigation systems will be regularly audited to identify needed repairs and opportunities for greater efficiency. The standards are organized into the following sections: 1. System Startup 2. In-season system inspections in addition to Start-up in April and Winterization in October. 3. Winterizations 4. Standard componentry 1. System Startup Procedures A. Contractor will ensure backflow devices have been inspected if required by local code and communicate nonconformance to management. B. Contractor to follow all pump manufacture recommendations for spring startup including UV filter components. C. Contractors will review controller programming and update or change programs as necessary. Programming must conform to local watering restrictions. Contractor is liable for fines associated with watering during restricted times. D. Contractor will confirm proper function of sensors and proper communication between sensors and controllers. E. Contractor will gradually introduce water into the system in accordance with industry best practices to avoid system damage. F. Contractor will run every zone and adjust heads when necessary to achieve proper performance. G. Contractor will identify damaged system components and make repairs as necessary. H. Contractor will communicate results of system inspection to Owner within 36 hours of completion. 408 Xcel - Chanhassen Page 2 2. In-Season Inspection Procedures A. Contractor will assess general health of turf and irrigated plantings to determine areas requiring repair, adjustment, or programming changes. B. Contractor will review controller programming and update or change programs as necessary. Programming must conform to local watering restrictions. Contractor is liable for fines associated with watering during restricted times. C. Contractor will confirm proper function of sensors and proper communication between sensors and controllers. D. Contractor will run every zone and adjust heads when necessary to achieve proper performance. E. Contractor will identify damaged system components and make repairs as necessary. F. Contractor will communicate results of system inspection to Owner within 36 hours of completion. G. Ideally Contractor will ensure inspections are performed every 30 days. 3. Winterization A. Contractor will turn off water supply to the irrigation system and clearly mark supply valves as winterized. B. Pump Station: Follow all maintenance and winterization procedures as outlined by pump station supplier. C. Externally installed RPZ and city meters are removed, labeled, and stored in a heated location. D. Contractor will employ properly sized equipment to ensure all water is evacuated from the system. E. Contractor will run each zone independently under air pressure and visually verify proper evacuation of all water from the zone before moving to the next zone. F. Contractor will report to Owner that winterization has been completed within 36 hours. G. Contractor will guarantee winterization process and is responsible to repair, at no cost to Owner, any damage due to freezing of water in the irrigation system. 4. Standard componentry As components are identified as needing replacement or upgrade, the following componentry is to be installed (before replacement verify with Owner on any new standards) Controller: Baseline 3200X 409 Xcel - Chanhassen Page 3 Rain Sensors: Hunter Solar Sync, wireless Valves: Valves sized as appropriate to the application Hunter ICV series Rotary Heads: Hunter PRS40 6” turf, 12” plantings with MP Rotator nozzles Spray Bodies with Rotary Nozzles: (Special case only) Drip Irrigation: Use in all perennial beds, pressure regulated emitters, pressure regulated basket filters, buried 4” to 6” in planting medium and stapled every 4 feet and every change of direction. Drip Control Valve – Rain Bird XCZ-PRB-100-COM Rain Bird XF Series drip line Irrigation Notes Timeliness of extra service requests (24-48 hrs.) depending on urgency. Keep color coded zone maps updated for each site by controller, with electronic copies provided to owner. Experience and training in programming of Baseline controller and BaseManager control system and sensors. Notes 410 EXHIBIT D 411 This is a general manual; Be sure to see project site specifics Table of Contents  :$51,1*6 &+$37(5 29(59,(: 6<67(063(&,),&$7,216 6<67(0'5$:,1*6$1''(7$,/6 6(48(1&(2)23(5$7,216 352&(66$1',167580(17',$*5$0 &+$37(5 .(<,167$//$7,217,36$1'5(48,5(0(176 7<3,&$/5$,1:$7(5$%29(*5$'(,167$//',$*5$0 7<3,&$/5$,1:$7(5%(/2:*5$'(,167$//',$*5$0 7<3,&$/*5(<:$7(5$%29(*5$'(,167$//',$*5$0 7<3,&$/*5(<:$7(5%(/2:*5$'(,167$//',$*5$0 35(/,0,1$5<,167$//$7,21 (/(&75,&$/32,1762)&211(&7,21 02'%86,1)250$7,21 6<67(067$5783 '()$8/76(732,176 &+$37(5 6<67(0352*5$00,1*23(5$7,21 &21752/ $/$506$1'7528%/(6+227,1* 0$,17(1$1&($1'5(3/$&(0(1763$576 :$55$17< $33(1',&(6 :,5,1*',$*5$06$ '(/,9(5<5(&,5&8/$7,213803% 896<67(0 6 & )/2:0(7(5' 35(6685(75$160,77(5( ',))(5(17,$/35(6685(75$160,77(5) 68%0(56,%/(/(9(/75$16'8&(5* 35(),/7(5 6 + 6,7(63(&,),&',$*5$06 ,)$33/,&$%/( , 237,21$/%$&1(7*$7(:$<-  412 1 | Page This is a general manual; Be sure to see project site specifics WARNINGS 1.CAUTION: RISK OF ELECTRICAL SHOCK AND ARC FLASH: System control panel, transformer, ozone generator, UV ballasts, chemical pumps, delivery pumps, motorized valves, and other ancillary equipment may utilize HIGH VOLTAGE electricity. Exercise EXTREME CAUTION when servicing this equipment. High voltage connections must only by made by a licensed electrician. System power supply must be DIS-ENGAGED (turned OFF) prior to any maintenance work on electrical components. Proper protective. 2.CAUTION: Non-Potable Water. Water from this water reclamation system has not been tested or certified to potable water standards. This is NON-POTABLE WATER. Do not drink and do not make connection to any potable water systems without code-compliant backflow prevention. 3.CAUTION: UV EXPOSURE RISK: RW-UV systems by Water Control utilize UVC light spectrum for disinfection of reclaimed water. UVC light is DANGEROUS TO EYES AND SKIN. Exercise caution when servicing UV reactors (lamps). System must be powered down prior to opening of any lamp housings. Do not expose eyes or skin to direct UV light. 4.CAUTION: Oxidizer: RW systems by Water Control often incorporate ozone gas or chemical disinfection (sodium hypochlorite) pumps. Take all necessary precaution to protect eyes, lungs and skin whenever handling chemical disinfectants or ozone. 5.CAUTION: Moisture detection sensor. This system includes a moisture detection device (sensor). The sensor is designed to protect mechanical room and equipment from water inundation. In order to function properly, this sensor must be located as follows: electrodes-down, on the mechanical room floor as close to water reclaim system as possible. Once properly located, do NOT move this sensor, tether if possible. 6.CAUTION: Non-pressurized holding tanks. This system is designed and warranted only for use with non- pressurized holding tanks. Standard systems are rated for 100 PSI maximum operating pressure. 7.CAUTION: Piping Materials. Verify compatibility of all new/existing piping materials in facility, prior to installing RW system. Disinfectants, including sodium hypochlorite and ozone, may be detrimental to certain piping materials. **Contact Water Control Corporation for more information. 413 2 | Page This is a general manual; Be sure to see project site specifics WARNINGS CAUTION: Suction Lift Applications: Whenever a centrifugal pump, such as those utilized on Water Control RW systems, is used to clean/distribute water from a buried tank, installer must take proper precautions to insure pump suction line prime is maintained. Precautions may include check valves and the limiting of piping run/fittings/etc. In most cases, a submersible pump is required to ensure suction line prime. Wye strainer provided by WCC must be installed upstream of treatment skid pump. Please contact Water Control for more information. Damage to pump/system due to loss of suction line prime is NOT covered under system warranty. **Contact Water Control Corporation for more information. 8.CAUTION: Pre-filtration of debris. Reclaimed water storage tanks must be protected from the introduction of gross (large) particulates such as grass, leaves, insects, trash, etc. This debris can make storage tank treatment impossible. Debris can cause damage to pumps, filters, piping, etc. Common pre-filtration devices include vortex downspout separators and sieving separators. Initial tank cleaning may be required prior to system startup. Damage to systems caused by introduction of gross particulates is NOT covered under system warranty. **Contact Water Control Corporation for more information. 9. CAUTION: Pit or Vault Installations. Installing a Water Control RW water reclamation system in a pit or vault is NOT RECOMMENDED. If pit/vault installation is unavoidable, installer is responsible for ensuring protection from moisture infiltration and pit/vault flooding (whether due to mechanical failure or weather). Consideration must be made for power outages when designing flood protection system. **Contact Water Control Corporation for more information. 10.NOTE: Water Control RW-UV systems are not suitable for the treatment of water reclaimed from vegetated roofing surfaces (“green roofs”).Elevated levels of organics will render UV disinfection systems useless. Consider chemical or ozone treatment for water from vegetated roofing surfaces. **Contact Water Control Corporation for more information. 11.NOTE: System must be installed in accordance to local plumbing codes and regulations. **Contact Water Control Corporation for more information. 414 3 | Page This is a general manual; Be sure to see project site specifics Overview Water Reclamation Whether one knows it as water reclamation, recycling, or harvesting, the recovery and reuse of non- septic wastewater sources is a popular activity in the plumbing/mechanical world. Reasons for recycling water may include environmental concerns, dry climate concerns, reduction in water/sewer fees, governmental subsidies, or meeting green construction code requirements. Common sources for reclaimed water include rainwater, cooling system condensate, groundwater, RO concentrate, graywater from showers and handwashing lavatories, industrial water, and more. Note that the reuse of water contaminated with human, food, or animal waste is not recommended. Common applications for reclaimed water reuse include toilet/urinal flushing, irrigation, cooling tower make-up, water features, and more. Note that these are NON-POTABLE reuse applications. Never drink or consume reclaimed water. How it’s done Reclaiming water properly means ensuring that water delivered is safe and sanitized and ensuring that there is a steady backup supply of water available during periods of system maintenance or low/dry tank. In order to accomplish these 2 goals, Water Control has designed a robust series of skid-mounted, pre-packaged water reclaim systems. We incorporate all necessary pumps, filters, disinfection equipment (UV, ozone, or chemical injection), sensors, motorized valves, check valves, and controls to create seamless capabilities to carry out the following operations: 1)Maintain tank sanitation levels (reduce microbiological growth and odors). 2)Ensure adequate sanitation of water delivered out to facilities. Chapter 1 415 4 | Page This is a general manual; Be sure to see project site specifics Overview 3)Properly pressurize water delivered out to facilities. 4)Provide backup water supplies in the case of low/empty tank. 5)Monitor the following variables, providing alarm outputs and backup water supplies (as appropriate) for: a.Low disinfection rates b.High and Low tank levels c.Leak detection d.High &Low system pressure e.Pump failure f.Blocked/plugged filters g.Disinfection system failure UV Disinfection This particular water reclamation system utilizes ultraviolet light (of the UVC 254nm light spectrum) to destroy microorganisms and prevent their replication. UVC light exposure causes DNA chain degradation and cellular degradation, effectively deactivating most microorganisms, assuming a proper dosage is given. Through automatic valves and controls, this disinfection is provided in 2 different ways: 1) Via tank recirculation, typically during low-use periods 2) Via “final-pass” UV treatment, as water is being discharged out to the facility. The system automatically oscillates between these 2 modes of disinfection, based on system demand, tank volume, and programmable timer set points. Because UV disinfection is dependent on the light being able to penetrate the water as it passes through the lamps, pre-filtration and occasional tank cleaning/pumping is required. The system will notify the end user if UV disinfection is not adequate (which could be an indication of water that is simply too dirty/discolored). It will also notify the user when lamp maintenance (typically annual bulb replacement) is required. ***Always exercise caution when maintaining UV equipment. Direct exposure to skin can cause cellular damage, similar to extreme sunburn. ***Direct exposure to eyes can lead to temporary or permanent blindness. Always refer to this owners’ manual when performing UV maintenance. Contact Water Control with any questions or concerns. 416 5 | Page This is a general manual; Be sure to see project site specifics Overview Things to consider Code requirements can vary drastically from jurisdiction to jurisdiction. Always confirm with local and state officials before designing or installing a water reclamation system. It is critical that your water reclaim system be installed correctly, per the site-specific diagrams and instructions provided in this manual. This includes the installation of any external vortex downspout (or other debris) filters, as well as tank suction strainers, wye strainers, and suction line check valves (supplied with the system, in the accessories boxes). Failure to do so may void warranty. If you have any questions regarding system installation or operation, please contact Water Control at 1-866-405-1268. This system requires a factory startup by a Water Control staff member or a factory- authorized Service Agent. Failure to do so will void warranty. Please contact Water Control, or your local representative, to arrange. From everyone at Water Control Corporation, we thank you for your business. We look forward to working with you on this, and future, projects. We strongly encourage you to contact us with any questions or concerns at 1-866-405-1268. 417 6 | Page This is a general manual; Be sure to see project site specifics System Specifications WCCͲRWͲUVSeriesSystemSpecifications ModelNumberInput Power Full Load Amps Delivery/RecirculationPumpPlumbing ConnectionsHPFlowMaxPressure WCCͲRWͲUVͲ20460Volt/3 Phase 4.5320gpm100psi1Ͳ1/4"Flanged WCCͲRWͲUVͲ40460Volt/3 Phase 7540gpm100psi1Ͳ1/2"Flanged WCCͲRWͲUVͲ80460Volt/3 Phase 12.51080gpm100psi2"Flanged WCCͲRWͲUVͲ120460Volt/3 Phase 1915120gpm100psi3"Flanged WCCͲRWͲUVͲ160460Volt/3 Phase 1915160gpm100psi3"Flanged ModelNumberBladder Tank (ASME) UVsystemSkidWeight (Estimated)FlowRate (30mJ/cm2) Quantity WCCͲRWͲUVͲ206gallon221BluePowderCoated Aluminum 600 WCCͲRWͲUVͲ4013gallon451BluePowderCoated Aluminum 800 WCCͲRWͲUVͲ8040gallon801BluePowderCoated Aluminum 1,050 WCCͲRWͲUVͲ12040gallon80(each)2BluePowderCoated Aluminum 1,600 WCCͲRWͲUVͲ16040gallon80(each)2BluePowderCoated Aluminum(2Skids) 1,800 418 7 | Page This is a general manual; Be sure to see project site specifics System Drawings and Details 419 8 | Page This is a general manual; Be sure to see project site specifics System Drawings and Details Note:Pressure relief to be piped to drain in floor or code –acceptable drainage basin 420 9 | Page This is a general manual; Be sure to see project site specifics 421 10 | Page This is a general manual; Be sure to see project site specifics System Drawings and Details – Dimensions WCC-RW-UV-20 to RW-UV-120 – 1 Skid WCC- RW- UV -160 – 2 Skids SystemDimensions ModelNumber(A)ͲLength Skid1(in) (B)–Length Skid2(in) (C)ͲWidth(in)(D)ͲHeight(in) WCCͲRWͲUV/OZ/CLͲ2074N/A2476 WCCͲRWͲUV/OZ/CLͲ4074N/A2476 WCCͲRWͲUV/OZ/CLͲ8084N/A2976 WCCͲRWͲUV/OZ/CLͲ12096N/A3280 WCCͲRWͲUV/OZ/CLͲ18096663482 *CHEMICAL TANKS/DRUMS FOR “CL” SYSTEMS TO BE LOCATED ADJACENT TO SYSTEM SKIDS. ADEQUATE SPACE MUST BE PROVIDED. 422 11 | Page This is a general manual; Be sure to see project site specifics Sequence of Operations – WCC-RW-UV Series Systems WaterControl’sRWͲUVSeriesWaterReclamationSystemsaredesignedtoprovideverifiablyclean/safe, reclaimedwatertononͲpotablesystemsandfixtures. UVTreatmentandDeliverySystem: ThetreatmentanddeliverysystemconsistsofadualͲpurposedelivery/recirculationpump,abagfilter array(orautocleanfilter(s)withupgrade),UVreactor(s),pressuresensor,bladdertank,and3 motorizedvalvesforDelivery,Recirculation,andFreshWater. Withthe“FreshWaterValve”controlinthe“Auto”position,apressuretransducershallmonitorthe systemdischargepressure.Whenthedischargepressuredropsbelowthe“demandstart”pressure,the pumpisactivatedandwatershallbepumpedfromthestoragetank,through10and5micronbag filters(orautocleanfilter(s)withtheACFupgrade),througha254nmUVClightreactorandrecirculate backtostoragetank.Onceflowhasbeendetected,viatheonͲboardflowsensor,theUVlamp(s)is/are activated.OncethelowUVintensitysetpointisrealizedthesystemshallclosetherecirculationvalve andopenthedeliveryvalveandsupplywaterouttothefacilityattheuserdefineddischargepressure setpoint.Whenthepressuretransducerhassatisfiedthe“Target/Stop”dischargepressure,andno flowisrealized,thepumpshalldeactivate,andUVlampshallremainonuntildelayhasbeensatisfied. Withthe“RecirculationValve”controlswitchinthe“Continuous”position,thedeliveryvalveisclosed andtherecirculationvalveisopenedanytimethedemandpressureissatisfied,thepumpandUV lamp(s)remainontocontinuouslyrecirculatethestoragetank.Inthisway,thestoragevesselis constantlyfilteredanddisinfectedtomaintainsanitationlevels.Ifthesystemoutletpressuredrops belowthe“demandstart”pressure,(andUVintensityissatisfactory)therecirculationvalveimmediately closes,theDeliveryvalveimmediatelyopens,andwaterisonceagaindeliveredtothefacilityorusedto rechargethebladdertank.Whenthe“Target/Stop”pressurereached,thesystemrevertsbackto recirculatingthetank. IflessͲfrequentrecirculationisdesired,theUVControlcanbeswitchedtothe“Timer”position.Inthis position,tankrecirculationwillonlyoccurduringspecifiedintervals,whichareprogrammedonthePLC controller,perendͲuserpreferences.Thetimerinterval(s)shallbeproportionallyreducedbasedonthe currentvolume(bypercentage)ofthetanksfullvolume.Onceagain,ifrecirculationisoccurringdueto anactivetimerinterval,andoutletpressuredropsbelowthedemandstartpressure,therecirculation valvewillbeimmediatelyclose,thedeliveryvalveimmediatelyopens,andwaterisdeliveredtothe facilityorthebladdertankuntilthedemandstoppressureisreached,andnoflowisrealized.Afterthis, recirculationcancontinue. EachindividualUVlampismonitoredforUVlightintensitylevels,displayedonthecontrolpanelas actualmJ/cm2,basedonratedsystemflow.IfUVintensitydropsbelowaprogrammable“LOW”UVset point,systemshallinitiatefreshwaterbyͲpass.AsystemhourmeterlocatedonthePLCtracksUVlamp “ON”hours.Bagfilterarray(ifsystemincludesautocleanfilter(s)upgraderefertoautocleanfilter descriptionbelow)ismonitoredforpressurelossviainlet/outletpressuresensors,preͲsettogenerate 423 12 | Page This is a general manual; Be sure to see project site specifics analarmconditionatthe“HighDiffPSI”setpoint(adjustable,preͲsetto10psid).Waterlevelinthe storagetankismonitoredatalltimesviaasubmersibleleveltransmitteranddisplayedonunitinfeet andpercentage. AutoCleanFilters:(Availableasanupgradeinplaceofthestandardbagfilters,Ifyoursystemincludes theAutoCleanFilterpackageinplaceofthestandardbagfiltration,thenusethefollowingsequence ofoperation) Onceadifferentialpressure(adjustable,preͲsetat10psid)isrealizedfromtheinlettotheoutletsideof thefilterarray,foraminimumperiodoftime(adjustable),thefilter(s)willpurge.Priortofilterpurging thefreshwatervalvewillopen,therecirculationvalvewillopen,andthedeliveryvalvewillclose.The autocleanfiltersincludefourvalves;filterinlet,filteroutlet,purgeinlet,purgeoutlet.Duringthepurge cyclethefilterinletandoutletvalveswillclose,thepurgeinletandoutletvalveswillopen,andthe filterswillpurgeforaperiodoftime(adjustable,preͲsetat10seconds).Oncethepurgecycleis completethepurgevalveswillclose,theinletandoutletvalveswillopen,andthesystemwillrecirculate 10secondsandverifythedifferentialpressurethroughthefilterspriortoreturningtoservice.Ifthe differentialpressureisnotbelowthedifferentialpressuresetpointthesystemwillrepeatthepurge cycle.Ifthemaximumnumberofpurgecycles(adjustable)hasbeenreachedthesystemwillgointo alarm.Thefilterswillneedtobemanuallycleanedinordertoresetthisalarm.Throughoutthepurge cycle(s)thepumpwillremainrunningattherecirculationspeed(adjustable). FreshWaterBypass: WhentheFreshWatercontrolisinthe“Auto”position,thefollowingsituationswillresultinthefresh watervalveopeningandtheDeliveryvalveclosing;lowtanklevel,theUVIntensityonanyindividualUV lampreading“LowLimit,”pumpalarm,filtersclogged,orlowoutletwaterpressure.The recirculation/UVtreatmentsystemcontinuestofunctionandtreatremainingwaterinthetank,except inthecasesofrecircpumpalarm,filtersclogged,orwaterleakdetected.Theseindividualalarmsareall displayedonthePLCaftertheirrespectivetimedelays.Alarmsduetolowtank,and/orUV“LowLimit,” automaticallyresetwhenthealarmconditionclears.Allotheralarmsmustbeclearedmanuallyby acknowledgingthealarmonthePLC. AllFlowStopped: Whenaleakhasbeendetectedbythemoisturesensor,pumpshallbedeactivated,sourceoutletshall beintheclosedposition,recirculationoutletshallbeintheclosedposition,andfreshwatervalveshall beintheclosedposition.Systemalarmshallbeinitiated,andmustbeacknowledgedonPLCforreset. 424 13 | Page This is a general manual; Be sure to see project site specifics Process and Instrument Diagram – WCC-RW Series 425 14 | Page This is a general manual; Be sure to see project site specifics Process and Instrument Diagram – WCC-RW with ACF Series 426 15 | Page Key Installation Tips and Requirements Pre-Filtration The use of vortex downspout separators, sieving filters, or other forms of gross mechanical filtration is required on any reclaimed water supply, prior to entry into system storage tank. Self-cleaning filters are highly recommended. Failure to install may result in system failure, additional maintenance, poor water quality, and/or voidance of warranty. Storage Tank Installation Storage tank installation must be performed according to manufacturer’s instructions. System Suction Strainer Water Control typically provides an in-tank suction strainer, to be installed by contractor in order to prevent the induction of large debris into system pump. In certain cases, a wye strainer may be provided in lieu of in-tank suction strainer, due to site/tank specific conditions. Always install provided suction line strainer. Failure to do so may result in system damage, poor performance, and/or voidance of warranty. Suction Line Check Valve Water Control provides a suction line check valve. Contractor is required to install this check valve on tank suction outlet, downstream of suction line strainer (prior to pump inlet) to help maintain system suction line prime. For the above grade tanks (flooded suction) locate the check valve as close to the tank as possible (downstream of strainer). For buried tanks (suction lift) check valve should be located in tank, as close to suction strainer or submersible pump outlet as possible. Failure to install suction line check valve may result in poor system performance and voidance of warranty. Submersible Pump For buried tank/suction lift applications, a submersible pump is usually required to ensure suction line prime. Install submersible pump per manufacturer instructions. Recirculation Return Line Tank recirculation return line must be installed according to site-specific instructions/diagrams. Whenever possible, recirculation return line should terminate on opposite side of tank from suction line. This ensures proper recirculation flow through storage tank. Water Control assumes no responsibility for poor tank recirculation/sanitation due to poor placement of return line. Ensure material compatibility of recirculation return line piping (for example, no copper return lines if ozone or chemical disinfection is utilized). Chapter 2 427 16 | Page Key Installation Tips and Requirements Tank Overflow and Vent All storage tanks must have a properly sized overflow and atmospheric vent. Engineer and end user are responsible for determining location, size, and installation of overflow and vent. Overflow must discharge to code compliant location. End user assumes responsibility for proper disposal of any water expelled through tank discharge, regardless of flow rate. If ozone is used as disinfectant, tank must be sealed, with water trap seal on overflow, and vent run to exterior of building. Tank Level Sensor Water Control provides a tank level pressure sensor to ensure proper system operation and protect system from dry running. Contractor is responsible for installation of tank level sensors, per site-specific instructions provided. Tank Sanitation Periodic pumping and cleaning of storage tank may be necessary, particularly prior to system startup. Water Control is not responsible for system damage or poor performance due to inadequate tank sanitation. Protect From Elements Install system indoors, with protection from freezing, overheating, and elements. Failure to do so will void warranty. Housekeeping Pad To reduce cleaning and maintenance requirements, it is recommended that system be installed on concrete housekeeping pad. Pit/Vault Installations Installing the system in a pit or vault is highly discouraged. If vault installation is unavoidable, end user assumes full responsibility to protect vault from flooding due to weather/mechanical failure/overflows via appropriate drainage/pumping will full emergency backup power supplies. End user is also fully responsible for providing safe and code-compliant electrical supply and disconnects, as well as protecting system from moisture and elements. Seismic Protection End user assumes full responsibility for proper anchoring and support in seismic zones. In certain cases, Water Control may provide anchor points, tethering, and seismic calculations, if requested in-advance. End user is fully responsible for verifying compliance with local authority having jurisdiction. Water Control will not assume any costs or liability for additional seismic requirements, requested after installation. 428 17 | Page Key Installation Tips and Requirements Piping Materials End user is responsible for ensuring that reclaimed water piping materials are code compliant and compatible with Water Control RW system disinfection methods. Plastic/poly piping is preferred in most cases, due to oxidation potential from ozone and chemical disinfectants, as well as low rainwater pH levels. Please consult Water Control with materials compatibility questions. Protection of Potable Water Fresh (City) water supply line into Water Control Water Reclamation system must be protected, per code, from backflow. Proper backflow prevention should consist of Reduced Pressure Zone Backflow Assembly and/or airgap assembly. End user is responsible for ensuring proper backflow protection, per local codes and statutes. Cross Connections Never connect a pipe conveying reclaimed water to a potable water pipe or fixture, unless protected by a code-compliant backflow prevention method. Always test piping system for cross-connections prior to system startup, and ongoing, per local code. End user is responsible for cross connection testing and protection. Flood Detector To help prevent catastrophic flood damage due to system malfunction and/or damage, Water Control includes a moisture/leak detection sensor. In order to provide protection, this sensor must be located on mechanical room floor, next to system. We strongly recommend affixing or tethering this sensor in-place to prevent tampering. Water Control assumes no liability for flood/moisture damage that might occur due to poor placement of flood detector. Electrical Supplies End user is responsible for providing appropriate, code-compliant electrical supply and disconnects, per local code and per Water Control Water Reclamation system specifications. Dedicated power supply wires, ground wiring, conduit, and circuit breakers are required to prevent electrical line noise. 429 18 | Page Typical Rainwater Above-Grade Install Diagram (Flooded Suction) 430 19 | Page Typical Rainwater Below-Grade Install Diagram (Suction Lift) 431 20 | Page Typical Greywater Above-Grade Install Diagram (Flooded Suction) 432 21 | Page Typical Greywater Below-Grade Install Diagram (Suction Lift) 433 22 | Page Preliminary Installation PRELIMINARY INSTALLATION LOCATION MOUNTING ENSURE PUMP MOTOR CONTROLS ARE PROTECTED OPERATING TEMPERATURE PROTECT FROM THE ELEMENTS FIRM FOOTING ONLY BE SURE IT IS HIGH ENOUGH FOROVERFLOW MINIMUM IS 35ʃF MAXIMUM IS 100ʃF OPTIMAL IS 50ʃF TO 75ʃF BASE MOUNTING USE CONCRETE SLAB OR BLOCK INCLUDES: RAIN SNOW, DIRECT SUNLIGHT, FREEZING 434 23 | Page Electrical Points of Connection &211(&7,217<3(7(50,1$/6 0$,132:(56833/<93+$%& 5(027((1$%/(',6$%/(',*,7$/,1387 &20021$/$50'5<&217$&7 12   &20021$/$50'5<&217$&7 12   3803)$,/85(,1',&$725'5<&217$&7 1&   38035811,1*,1',&$725'5<&217$&7 12   /2:(5:$7(5/(9(/ ,1',&$725 '5<&217$&7 12   /($.'(7(&7(',1',&$725'5<&217$&7 12   )/2:0(7(55($',1* *30 $1$/2*287387 0$   '(/,9(5<02'(,1',&$725'5<&217$&7 12   )5(6+:$7(502'( ,1',&$725 '5<&217$&7 12   $8;&+(0,&$/67$576723'5<&217$&7 12   $8;&+(0,&$/7$1./(9(/ /2: '5<&217$&7 12   ,1'225$,548$/,7< 021,725 '5<&217$&7 12   02'%86578 6(5,$/ 5- 0-7(50,1$/6  %$&.2)3$1(/'225 ,13/&  02'%867&3,3(7+(51(7,16,'(3$1(/&302'8/( 435 24 | Page Modbus Map WCC-RW Series 436 25 | Page Modbus Map WCC-RW Series 437 26 | Page Modbus Map WCC-RW Series 438 27 | Page Modbus Map WCC-RW Series 439 28 | Page Modbus Map WCC-RW Series 440 29 | Page WCC-RW-UV-Series On-Site Startup procedure (to be performed by authorized factory agent) 1.Confirmallwiresinpanelaresecure____________ 2.Activatepowertosystem____________ 3.Setsystemtime/dateinPLCmenuscreen____________ 4.Set/Verifyallsystemdefaultvalues(persystemchart)____________ 5.Establishsystempressuresetpoints(recordbelow)____________ a.Target/StopPSI____________ b.Demandstart(typically5Ͳ6PSIbelowtarget)____________ c.Demandstop(typically3PSIabovetarget)____________ d.Hydrotankaircharge____________ (Shouldbe3PSIbelowtarget/stopwithdrytank) 6.Allswitchesto“Auto”position;Verifydelivery/filtrationsystemoperation____________ a.Bleedairfrombleedportsonpump,filterhousing(s),andUVhousing(s) usinghandmodeonpumpmenuscreen____________  b.Verifythatapressurechangeengages/disengagespump____________ c.VerifyUVintensityadequate,alllampswork,low/oksetpointsfunction (systemshouldbeinfreshwaterbypassuntilUVintensitymeets  minimumsetpoint,thendeliveryvalvecanopen) ____________ d.Verifywaterfilteredanddischargedcorrectlyfromsystem____________ (Deliveryvalvefunctionality) e.Setrecircswitchto“continuous”.Verifymodulationbetweendeliveryandrecirculation modes,basedonpressureandflow(deliveryuntilNOFLOWanddemandtarget/stopset pointmet,thenswitchtorecirculation;whenpressuredropstodemandstartsetpoint, systemreturnstodeliverymode). ____________ f.Setrecircswitchto“timed”.Programrecirculationtimes.Verifymodulationbetween delivery/recirculationmodes,basedonsystempressure.____________ 441 30 | Page WCC-RW-UV-Series On-Site Startup procedure (to be performed by authorized factory agent) g.Verifycorrectsubmersiblepumpactuation____________ i.“SumppumpON”=terminalscircuitCLOSED. Verifythatsumppumpactuallyrunning(ifinstalled). ____________ ii.Test“PumpFail”protection=terminalscircuit OPENwhen“PumpFail”alarmactive. ____________ (Verifythatsumppumpactuallystops(ifinstalled)). 7.Testfreshwaterbypass“ON”mode(togglesystembuttonto“ON”position).____________ a.Freshwatervalveshouldopen,deliverypumpdeactivated, UVlamp(s)deactivatedafter“UVshutdowntimer”expires. ____________ 8.Allswitchesto“Auto”position.Openanydownstreamvalvesto initiatewaterdischargefromsystemdeliveryoutlet. ____________ a.Withwaterflowing,simulatesuddenlowtank.____________ (Verifyalarm,freshwaterbypass) b.Confirmtankrecirculationstillworksinlowtanksituation____________ c.Restorewaterlevel.Verifysystemreturnstonormaloperation.  ____________ d.Withwaterflowing,simulatelowUV.Verifyalarm,freshwaterbypass.____________ e.VerifythattankrecirculationstillworksinlowUVsituation.____________ f.RestoreUVlevels.Confirmalarmclearsandnormaloperationresumes.____________ g.Simulateleakdetected.Verifyalarm,freshwaterclosed,pumpsdisabled.____________ h.SimulatehighfilterdP.Verifyalarm,freshwaterbypass,pumpdisabled.____________ i.ResethighdP.Confirmsystemreturnstonormaloperation.____________ j.Verify“Hand”positiononrecircpumpswitchoperatescorrectly (pumpshouldoperateatornear“Recirc/Handtarget%). ____________ 442 31 | Page k.VerifyalarmrelaycircuitsCLOSEwheninanyalarmsituations.  ____________ l.Verifythatremoteenable/disableworksviajumperto terminalsonpanel.Alarmshoulddisplayonpanel,and pump/UVsystemshouldshutdown.Freshwatervalveshouldopen. ____________ m.Verify120VpowersupplyAuxTankisactivatedwhensystem isindeliverymodeͲandactivatedwhennot ____________ n.Simulate“LowAuxiliaryTank”alarm(Terminals150Ͳ106), alarmshoulddisplayonpanel.Nootheractions. ____________                 443 32 | Page WCC-RW-UV Default Setpoints SETPOINT ID LOCATION DEFAULT SETTING DEFAULT DELAY High Level Main Menu--Setpoints Match to tank height 5 seconds Low Level Main Menu--Setpoints 6” above suction line height from floor 5 seconds UV Intensity Low Main Menu--Setpoints 20 mj/cm2 1 second Low Flow Main Menu--Setpoints 5 GPM 10 seconds High Filter dP Main Menu--Setpoints 10 psid 10 seconds High System PSI Main Menu--Setpoints 80 PSI 10 seconds Demand Start Main Menu--Setpoints 39 PSI 1 second Low System PSI Main Menu--Setpoints 10 PSI 60 seconds High Recirc PSI Main Menu--Setpoints 45 PSI 20 seconds Low Recirc PSI Main Menu--Setpoints 10 PSI 20 seconds Target/Stop Setpoint Main Menu--Pump 45 PSI N/A Hand Off Auto Main Menu--Pump Auto N/A Hand/Recirc Speed Main Menu--Pump 50% N/A Power Restart Main Menu--Pump 30 seconds N/A Call-No-Run Fail Delay Main Menu--Pump 15 seconds 15 seconds Hand-Off-Auto Main Menu--UV Filter Detail Auto N/A Initiate/Enable Recirculation Main Menu--UV Filter Detail 12:00 AM (all)--Only one interval active N/A Recirculation Continuous/Timed Main Menu--UV Filter Detail Timed N/A 444 ` 33 | Page This is a general manual; Be sure to see project site specifics WCC-RW-UV Default Setpoints SETPOINT ID LOCATION DEFAULT SETTING DEFAULT DELAY Low Flow UV Filter Off Delay Main Menu--UV Filter Detail 2 minutes 2 minutes Total Hours Main Menu—UV Filter Runtime 0 (zero) hours N/A UV 1-3 Maintenance Interval Main Menu--UV Filter Runtime 10,000 hours N/A Hand-Off-Auto Main Menu--Recirc and Delivery Valves Auto N/A Fresh Water Valve Main Menu--Fresh Water Valve Auto N/A Tank Height Main Menu--PLC Status--IO-- Tank--Display EU Max Match to tank height N/A VFD Max Limitation Percentage Main Menu--PLC Status--PID-- CV Upper Clamp 70% or 22,400 (value to enter =desired % X 32000) N/A Operator Password Security--Security Configuration--Operator Enter New Password 1234 N/A Supervisor Password Security--Security Configuration--Supervisor Enter New Password 5555 N/A Auto Log Off Enable Security—Security Configuration—Auto Log Off Enable 30 minutes N/A PLC Time Main Menu—PLC Status –PLC Time Set to current time N/A PLC Date Main Menu—PLC Status –PLC Date Set to current date N/A System Type Main Menu—PLC Status -- System Type UV1, UV2 or UV3 depending on number N/A 445 ` 34 | Page This is a general manual; Be sure to see project site specifics ACF Y/N Main Menu—PLC Status -- System Type Standard N/A ACF Filter dP Main Menu—Setpoint 10 psid 10 seconds Max Purge Main Menu—Setpoint 4 Cycles N/A 446 ` 35 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL Navigating the Assure IQ Control: (For ACF filtration control, See supplement at end of this section) 447 ` 36 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL LOGIN-BUTTON Enter passwords and make system adjustments Change operator and supervisor passwords Enable/Disable Auto Log-Off Manually Log-Off 2SHUDWRU /RJLQ DOORZV XVHU WR YLHZ DOO GDWD DQG VHW SRLQWV DQGHQDEOH IUHVK ZDWHU E\SDVV 6XSHUYLVRU/RJLQDOORZVXVHUWRYLHZFKDQJHDOOGDWDDQGVHWSRLQWVDQGHQDEOHIUHVK ZDWHUE\SDVVSXPSGLVLQIHFWLRQHTXLSPHQWYDOYHVHWF  Operator Log-In Supervisor Log-In 448 ` 37 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL SYSTEM OVERVIEW-BUTTON Opens “HOME” screen with animated system display Provides basic system operating information [important set points & actual values] Touching icons results in shortcuts to corresponding ‘Main Menu’ screens. Colored icons display system status: Gray = Offline Green = Online/Functioning Properly Yellow = Online/Functioning/Warning [system maintenance needed soon] Red = Offline/Not Functioning/Maintenance is required.   449 ` 38 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL 7KLVEXWWRQDOORZVXVHUWRYLHZDQ\DFWLYHDODUPV7RXFKLQJWKLVEXWWRQRSHQV DFWLYHDODUPGHWDLOV3UHVVLQJWKH³UHVHWV´EXWWRQRSHQVWKH³IUHVKZDWHUYDOYH´ VFUHHQ$ODUPUHVHWVDUHRQWKHULJKWVLGHRIVFUHHQ1RWH6RPHDODUPUHVHWV DUHRQO\DFFHVVLEOHYLDDODUPVHWXSVFUHHQVLQPDLQPHQX MAIN MENU BUTTON Opens ‘Main Menu’ screen 450 ` 39 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL  0DWFKWKHVHWSRLQWWRDFWXDOWDQNKHLJKWRUWRRZQHUSUHIHUHQFH )RUGHIDXOWVHWSRLQWVVHHWDEOHLQSUHYLRXVVHFWLRQ 7KLV JHQHUDO DODUP LV DFWLYDWHG ZKHQ WKH VWRUDJH WDQN OHYHO LVWRR KLJK 1RWH7KLVGRHVQRWGHDFWLYDWHV\VWHPQRUFDXVHIUHVKZDWHUE\SDVV7KLVLV LQIRUPDWLRQRQO\DQGVKRXOGWULJJHUJHQHUDODODUPFRQWDFWDFWLYDWLRQ  6HWSRLQWPXVWEHVHWWRDWOHDVW´DERYHWKHSXPSVXFWLRQOLQHWRDYRLGYRUWH[LQJ RIWDQNSXPSFDYLWDWLRQ )RUGHIDXOWVHWSRLQWVVHHWDEOHLQSUHYLRXVVHFWLRQ 8VHGWRGHWHUPLQHZKHQWKHVWRUDJHWDQNLVHVVHQWLDOO\³HPSW\´DQGWKHV\VWHP QHHGV WR DXWRPDWLFDOO\ VZLWFK WR IUHVKZDWHU E\SDVV PRGH >FLW\ ZDWHU SURYLGHG@ 1RWH  5HFLUFXODWLRQWUHDWPHQW RI UHPDLQLQJ ZDWHU LQ WDQN ZLOO FRQWLQXH DV SURJUDPPHG 451 ` 40 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL 0DWFKVHWSRLQWLVWKHPLQLPXP89LQWHQVLW\OHYHOWKDWPXVWEHUHDFKHGLQRUGHUIRU WKH³6RXUFH9DOYH´WRRSHQ>DQGUHFODLPHGZDWHUWREHGHOLYHUHG@ )RUGHIDXOWVHWSRLQWVVHHWDEOHLQSUHYLRXVVHFWLRQ 8QWLO WKLV OHYHO LVUHDFKHG WKHIUHVKZDWHU E\SDVV YDOYH ZLOOEHRSHQ >FLW\ZDWHU GHOLYHUHG@ 1RWH16)FODVV%UHTXLUHPHQWRI0-&0ðIRUUHFODLPHGZDWHURU16)FODVV$ UHTXLUHPHQWRI0-&0ðIRUSRWDEOHZDWHU  /RZIORZLVWKHPLQLPXPIORZUDWH *30 IRUWKHSXPSWRUXQLQGHOLYHU\ VRXUFH  PRGH )RUGHIDXOWVHWSRLQWVVHHWDEOHLQSUHYLRXVVHFWLRQ ,I WKH IORZ UDWH GURSV EHORZ WKLV VHW SRLQW IRU LQWHUYDOV ORQJHU WKDQ WKH SUH SURJUDPPHGGHOD\SHULRG GHIDXOWVHFRQGV WKHGHOLYHU\SXPSZLOOSUHVVXUHXS WRWKHµGHPDQGVWRS¶36,OHYHO>W\SLFDOO\36,RYHUWDUJHW36,VHWSRLQW@DQGWKHQ VWRSRUFRQWLQXHUXQQLQJLQUHFLUFXODWLRQPRGH>ZLWKYDOYHVDGMXVWLQJDFFRUGLQJO\@ 1RWH7KHSXPSZLOOEHJLQUXQQLQJLQGHOLYHU\PRGHDJDLQZKHQWKHV\VWHP36, GURSVEHORZWKHµGHPDQGVWDUW¶VHWSRLQW>GHIDXOW36,EHORZWDUJHW36,VHWSRLQW@  7KH +LJK G3LV WKH PD[LPXPSUHVVXUHGLIIHUHQWLDODOORZHG EHIRUH WKHSXPSLV GHDFWLYDWHGWKHIUHVK FLW\ ZDWHUE\SDVVLVLQLWLDWHGDQGWKHDODUPLVDFWLYDWHG )RUGHIDXOWset pointsVHHWDEOHLQSUHYLRXVVHFWLRQ $ODUP)LOWHUKRXVLQJRQV\VWHPRYHUYLHZVFUHHQZLOOIODVKUHG 1RWH6WRUDJHWDQNLVQRWUHFLUFXODWHGLQDKLJKILOWHUG3VLWXDWLRQ&KDQJHEDJ ILOWHUVDQGUHVHWDODUPWRSXWV\VWHPEDFNLQWRVHUYLFH  7KH +LJK 6\VWHP 36, LV XVHG WR SUHYHQW D µUXQDZD\ SXPS¶ VLWXDWLRQ >DQG WKH UHVXOWLQJRYHUSUHVVXUL]DWLRQRIWKHV\VWHP@ )RUGHIDXOWVHWSRLQWVVHHWDEOHLQSUHYLRXVVHFWLRQ ,IWKHKLJKV\VWHP36,VHWSRLQWLVUHDFKHGIRUORQJHUWKDQWKHGHOD\SHULRGWKH SXPSLVGHDFWLYDWHGDQGWKHIUHVKZDWHUYDOYHLVRSHQHG VXSSO\LQJFLW\ZDWHUWR V\VWHP  452 ` 41 | Page This is a general manual; 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Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL MAIN MENU BUTTON (continued)  3UHVVLQJWKLVEXWWRQUHWXUQVWKHXVHUWRWKH³+20(´VFUHHQ ³6\VWHP2YHUYLHZ´ VFUHHQ   3UHVVLQJWKLVEXWWRQEULQJVXVHUWR3XPS'HWDLOVFUHHQ)URPWKLVVFUHHQUXQ VWDUWVDQGUXQWLPHGDWDDUHYLHZDEOH$GGLWLRQDOO\9)'FDOOYV9)6DFWXDO DUHYLHZDEOH3XPS³KDQGRIIDXWR´FRQWUROVDQGRWKHUVHWSRLQWVPD\DOVREH DGMXVWHG   8VH ³+DQG´ PRGH WR PDQXDOO\ UXQ SXPS DW SURJUDPPHG ³+DQG5HFLUFXODWLRQ6SHHG´ IRUWHVWLQJDLUEOHHGHWF8VH³$XWR´PRGH IRU QRUPDO FRQWUROOHG RSHUDWLRQ  8VH ³2II´ PRGH WR GHDFWLYDWH SXPS FRPSOHWHO\ )RUGHIDXOWVHWSRLQWVVHHWDEOHLQSUHYLRXVVHFWLRQ 454 ` 43 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL 7KLVLVWKHWDUJHWV\VWHPSUHVVXUHZKHQSXPSLVUXQQLQJDQGGHOLYHULQJZDWHUWR IDFLOLW\6HWWRXVHUSUHIHUHQFHRQVLWH$GMXVWGHPDQGVWDUWWR36,ORZHU )RUGHIDXOWVHWSRLQWVVHHWDEOHLQSUHYLRXVVHFWLRQ  6HWVSHHGIRUSXPSWRUXQZKHQV\VWHPLVLQUHFLUFXODWLRQPRGHRUSXPSLQ ³KDQG´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³RQ´E\WKHFRQWUROOHUD³SXPSIDLO´ DODUPZLOOEHDFWLYDWHGDIWHUWKLVGHOD\SHULRG)UHVKZDWHUYDOYHZLOOEHRSHQHGWR VXSSO\FLW\ZDWHU7RUHVHWWKLVDODUPSXPSPXVWEHWRJJOHGIURP³$XWR´WR³2II´WR ³$XWR´DJDLQ )RUGHIDXOWVHWSRLQWVVHHWDEOHLQSUHYLRXVVHFWLRQ  7KLV EXWWRQ GLVSOD\V .LOR JDOORQV RI UHFODLPHG ZDWHU WKDW KDYH EHHQ ERWK UHFLUFXODWHGWUHDWHGDQGGHOLYHUHGWRWKHIDFLOLW\'DWDGLVSOD\HGE\FXUUHQWGD\ \HVWHUGD\FXUUHQWPRQWKDQGSUHYLRXVPRQWK$OO7LPHWRWDOVDUHDOVRGLVSOD\HG 7RWDOVFDQEHUHVHWE\SUHVVLQJ7RWDOYDOYHDQGVHWWLQJYDOXHWR]HUR   .LOR JDOORQ JDOORQV  455 ` 44 | Page This is a general manual; 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Be sure to see project site specifics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³$XWR´EXWWRQLVLOOXPLQDWHGLQJUHHQYDOYHVZLOORSHUDWHRQDQRUPDO  FRQWUROOHGEDVLV )RUGHIDXOWVHWSRLQWVVHHWDEOHLQSUHYLRXVVHFWLRQ 890DLQW ,QWHUYDO 'LVSOD\VWRWDOKRXUVRIXVDJHIRUFXUUHQWEXOE3UHVVEXWWRQDQGUHVHWWR]HUR  ZKHQHYHU EXOELVUHSODFHG 'LVSOD\VWRWDOQXPEHURIWLPHVWKHFXUUHQWEXOEKDVEHHQVWDUWHG 'LVSOD\VWRWDOKRXUVRIXVDJHIRUFXUUHQWEXOE3UHVVEXWWRQDQGUHVHWWR]HUR   ZKHQHYHUEXOELVUHSODFHG 'LVSOD\VWRWDOQXPEHURIWLPHVWKHFXUUHQWEXOEKDVEHHQVWDUWHG 458 ` 47 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL 7KLVEXWWRQDOORZVXVHU V WRPDQXDOO\RSHQIUHVKZDWHUYDOYHIRUV\VWHPVHUYLFLQJRU LQFDVHRIHPHUJHQF\ 1RWH$FWLYDWLQJWKHIUHVKZDWHUE\SDVVGHDFWLYDWHVWKHSXPSFORVHVWKHGHOLYHU\ YDOYHDQGRSHQVWKHUHFLUFXODWLRQYDOYH )RUGHIDXOWVHWSRLQWVVHHWDEOHLQSUHYLRXVVHFWLRQ 7KHVH EXWWRQV DOORZ XVHU V  WR YLHZ SULPDU\ DODUP VWDWXV JUH\ QR DODUP UHG DODUPDFWLYDWHG $ODUPVFDQEHUHVHWE\SUHVVLQJWKHUHGLQGLFDWRUEXWWRQ QRWHRULJLQDOFDXVHRIDODUPPXVWEHDGGUHVVHG  $ODUPVDFFHVVLEOH ¾6\VWHP36,/RZ ¾6\VWHP36,+LJK ¾'LIIHUHQWLDO3UHVVXUH+LJK ¾/HDN'HWHFWHG ¾5HFLUF36,/RZ ¾5HFLUF36,+LJK ¾/RZ)ORZ 7RDFFHVVDGGLWLRQDODODUPVXVHUPXVWHQWHUWKH$ODUP6HWXS0HQXV $ODUP5HVHWV 459 ` 48 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL $FFHVVVDPHVFUHHQDVLogin Button (enter password to login to system and change password settings). 9LHZFRPSOHWHORJRIDOOFXUUHQWDQGSDVWDFWLYHDODUPV 5HG 1RW$FNQRZOHGJHG%OXH $FNQRZOHGJHG $ODUPVPD\DOVREHFOHDUHGIURPWKHUHFRUGE\SUHVVLQJ&/5RU&/5$OO 9LHZ(QDEOH'LVDEOH 5HVHWDOOV\VWHPDODUPV *UHHQ (QDEOHG*UH\ 'LVDEOHG5HG $FWLYH 7RUHVHWDODUPGLVDEOHDQGWKHQUHHQDEOH 1RWH $ODUPV VKRXOG RQO\ EH GLVDEOHG IRU V\VWHP VHWXS PDLQWHQDQFH RU WURXEOHVKRRWLQJ)DLOXUHWRHQDEOHDOODODUPVSULRUWRUHDFWLYDWLQJV\VWHPPD\FDXVH V\VWHPIDFLOLW\GDPDJHDQGYRLGWKHZDUUDQW\ 460 ` 49 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL 7KLVEXWWRQLVRQO\DFFHVVLEOHE\6XSHUYLVRURU:&&DXWKRUL]HGVHUYLFHDJHQW7KLVLV XVHGWRSURJUDPDOODQDORJGLJLWDOLQSXWVRXWSXWVVHWVWRUDJHWDQNKHLJKWOLPLW9)'PD[ RSHUDWLRQDGMXVWFRQWUROVSHHGVHQVLWLYLW\VHWFXUUHQWGDWH WLPHDQGPRUH $FFHVVZLWKFDUH &RQWDFW:DWHU&RQWURO&RUSRUDWLRQIRUPRUHGHWDLOV 461 ` 50 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL +LVWRULFDOGDWDRQWDQNZDWHUOHYHO LQJUDSKLFDOIRUPDW  +LVWRULFDOGDWDRQUHFLUFXODWLRQ36, LQJUDSKLFDOIRUPDW  +LVWRULFDOGDWDRQV\VWHPRXWOHWIORZUDWHV LQJUDSKLFDOIRUPDW  +LVWRULFDOGDWDRQV\VWHPRXWOHW36, LQJUDSKLFDOIRUPDW  +LVWRULFDOGDWDRQ89LQWHQVLW\OHYHOVEDVHGRQUDWHGV\VWHP*30IORZ UDWH` LQJUDSKLFDOIRUPDW 462 ` 51 | Page This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL /HIW$UURZ%XWWRQ WRJJOHEDFNZDUGVWKURXJKGLIIHUHQWPDLQPHQXVFUHHQV 5LJKW$UURZ%XWWRQ WRJJOHIRUZDUGVWKURXJKGLIIHUHQWPDLQPHQXVFUHHQV /RFN%XWWRQ PDQXDOO\ORJVRXWFXUUHQWXVHU1RV\VWHPVHWSRLQWFKDQJHVFDQEH PDGHXQWLOXVHUORJVEDFNLQDVRSHUDWRURUVXSHUYLVRU 463 5 | P age This is a general manual; Be sure to see project site specifics SYSTEM PROGRAMMING, OPERATION, & CONTROL ACF BAG FILTER OPTION Bag Filter Purge Button = The purge button brings us to the filter purge screen as shown below: 464 5 | P age This is a general manual; Be sure to see project site specifics Purge Reset Button = This button can be used to reset the Purge Attempts and start the filter purge cycle over again; After the maximum amount of purge attempts has been reached, the Purge Attempts locks out the system, this button is used to reset the cycle.,. Purge Attempts Button = The number shown on the button indicates the maximum number of purge attempts the system will try before going into alarm and switching to fresh water bypass. The owner can set the maximum attempt number. Purge Time Button = The purge time button shows the amount of time set for the system to backwash the filters. : High Differential Pressure Button = The pressure setpoint, when reached, will send the system into alarm, inhibits the purge option, and initiates the freshwater bypass. : Purge Filter PSI Button = The pressure setpoint at which the purge option initiates: 465 5 | P age This is a general manual; Be sure to see project site specifics Inlet Valve Open Delay = This indicates the built in time delay to allow transition and prohibit unfiltered water from getting into the system. It also helps to prevent water hammer in the system. : Inlet Valve Close Delay = This indicates the time delay built into the Purge option to ensure proper valve actuation during the purge cycle and allow for valve efficiency.: : Purge Valve Open Delay = This purge button brings us the time delay built into the Purge option on the outlet side to open the valve prior to the Purge cycle beginning, it allows for an easy transition from standard operation to the purge cycle. : Purge Valve Close Delay = This indicates the time delay built into the Purge option on the outlet side to close the valve off after the purge cycle ends, it ensures proper valve actuation and prohibits unfiltered water from getting into the system. . 466 ` 52 | Page This is a general manual; Be sure to see project site specifics System Alarms Result & Location ALARM RESULT ASSOCIATED SENSOR SENSOR LOCATION Storage tank level LOW Delivery prevented, fresh water bypass open, recirculation still possible Submersible level Transmitter Bottom of storage tank Storage tank level HIGH General alarm activated. No other actions Submersible level sensor Bottom of Storage tank System PSI LOW Delivery prevented, fresh water bypass open, no recirculation possible, general alarm activated Pressure transducer System piping System PSI HIGH Delivery prevented, fresh water bypass open, recirculation still possible, general alarm activated Pressure transducer System piping Recirc PSI HIGH Delivery prevented, fresh water bypass open, recirculation not possible, general alarm activated Pressure transducer System piping Recirc PSI LOW Delivery prevented, fresh water bypass open, recirculation not possible, general alarm activated Pressure transducer System piping Low Flow Delivery stopped after Demand Stop PSI achieved, system in standby or recirculation mode Flow Meter System piping Differential Pressure HIGH Delivery prevented, fresh water bypass open, recirculation not possible, general alarm activated Filter pressure transducers Filter housings Leak Detected Delivery prevented, fresh water bypass closed, recirculation not possible, general alarm activated Leak sensor On skid base, adjacent to pump Pump Delivery and recirculation not possible, fresh water bypass Pump % run Pump terminals Call-No-Run Fault open, general alarm activated analog output 467 ` 53 | Page This is a general manual; Be sure to see project site specifics System Alarms Result & Location ALARM RESULT ASSOCIATED SENSOR SENSOR LOCATION Emergency Stop Delivery stopped, recirculation/ injection stopped, Fresh Water Bypass opened, general alarm activated Emergency Stop button Front of system panel Remote Disable Delivery prevented, fresh water bypass open, recirculation not possible, general alarm activated Remote enable/disable signal into panel Terminals inside panel (see wiring diagram) Low UV Intensity (1- 3) Delivery prevented, fresh water bypass open, recirculation still possible UV light sensors (1-3) UV Lamp housing(s)/Controller UV Fault (1-3) Delivery prevented, fresh water bypass open, recirculation possible, general alarm activated UV light control module(s) UV light control module(s) UV Maintenance Required (1-3) General alarm activated. No other actions needed. Programmable timer System controller Micro SD Card 90% Full General alarm activated. No other actions Micro SD card Control panel: Back of PLC Controller Remote I/O Failure Delivery stopped, recirculation/injection stopped, Fresh Water Bypass opened, general alarm activated Any sensor on system Wiring connection in panel or at sensor Auxiliary Tank Low General alarm activated. No other actions. Auxiliary dye/chemical tank float Auxiliary dye/chemical tank 468 ` 54 | Page This is a general manual; Be sure to see project site specifics System Alarms &Troubleshooting ALARM POSSIBLE ISSUE HOW TO RESET Storage Tank Level LOW (Nearly) empty tank Automatically resets when tank fills to adequate level Storage Tank Level HIGH Blocked tank overflow Automatically resets when tank level drops below high limit System PSI LOW Loss of pump prime, air in system, or break in piping downstream of skid Manually reset after issue resolved (alarm detail screen, fresh water valve screen, or alarm setup 1 screen) System PSI HIGH Closed or stuck valve Manually reset (alarm detail screen, fresh water valve screen, or alarm setup 1 screen) Recirc PSI HIGH Closed or stuck valve (check recirculation throttling valve position first) Manually reset after issue resolved (alarm detail screen, fresh water valve screen or alarm setup 1 screen) Recirc PSI LOW Throttling globe valve open too far (not adjusted properly) Must be manually reset after issue resolved (alarm detail screen, fresh water valve screen or alarm setup 1 screen) Low Flow Possible closed or stuck Delivery (or other) valve Automatically resets when flow resumes Differential Pressure HIGH Filter(s) in need of change Manually reset after filters replaced (alarm detail screen, fresh water valve screen, or alarm setup 2 screen) Leak Detected Leak in system or other source of moisture on floor Manually reset after sensor dries (alarm detail screen, fresh water valve screen, or alarm setup 3 screen) Pump Call-No-Run Fault Loose pump enable/disable wire in panel or in pump. Possible pump VFD failure Verify pump enable/disable wiring (in both panel and pump). If necessary replace VFD. Must be manually reset after problem is resolved. (alarm detail screen or alarm setup 2 screen) 469 ` 55 | Page This is a general manual; Be sure to see project site specifics System Alarms &Troubleshooting ALARM POSSIBLE ISSUE HOW TO RESET Emergency Stop Emergency stop button on front of panel has been depressed Turn emergency stop knob and pull out (back to “ON” position) Remote Disable Disable signal from BAS, enable/disable circuit in panel CLOSED (jumpered) Deactivate remote disable signal or remove wire jumper in panel Low UV Intensity (1-3) UV lamp warming up Automatically resets when lamps warm up UV Fault (1-3) UV lamp unable to light/function properly due to electrical problem or bad bulb Automatically resets when problem resolved (adequate UV intensity detected) UV Maintenance Required (1-3) System is informing user that UV bulbs may need replacement (based on hours of usage - - typically 10,000 hours) Manually reset in UV filter runtime screen (main menu) by resetting total hours to 0 (zero) Micro SD Card 90% Full Micro SD card full or defective Contact WCC (Water Control Corp) for resolution. Must be manually reset (alarm setup 4 screen) Remote I/O Failure Wiring to a system sensor is loose (at sensor, or in panel) or sensor is defective Verify all system wiring. Contact WCC (Water Control Corp) for resolution. Must be manually reset (alarm setup 4 screen) Auxiliary Tank Level Low Auxiliary chemical or dye tank level is low Add more chemical or dye. Alarm resets automatically ACF Alarm Unable to purge filter after it reaches max purge cycle settings Requires physical cleaning of basket housing inside ACF filter 470  | P age Rainwat er Maintenance Chart System Equipment Purpose Maintenance Requirements All RW Delivery Pump Pumps water through the recirculation and delivery lines Daily: Verify output pressure is in the normal range. Monthly: Inspect pump seal for leaks or abnormal noise during operation and replace seal kit as needed All RW (except RC) Bladder Tank Minimizes pump cycling, preventing frequent starts and stops to protect the pump. Monthly: Check the air pre-charge (with a dry tank) and verify it is set correctly and adjust air pressure as needed. All RW (except ACF) Sediment Filters Remove sediment/debris from water Daily: Verify filter differential pressure is in the normal range, typically less than 10 psid, and replace filters as needed ACF Only Auto Clean Filters Automatic cleaning filter housings available as an option in place of standard filters Weekly: Inspect the filter basket for debris and manually clean as needed UV Only UV System(s) 254 nm UV systems for disinfecting reclaimed water Weekly: Check UV intensity to ensure it is in the normal range. Replace UV as needed (typically annually). Clean or replace quartz sleeve as needed. OZ & CL Only ORP Sensor Measures the oxidation/reduction potential to verify adequate disinfection Weekly: Verify ORP levels are in the normal range. Replace ORP electrode when it is out of calibration, approximately every 18 months OZ Only Oxygen Concentrator Concentrates oxygen in the air feeding the ozone generator Every 2 Weeks: Clean gross particle filter. Monthly: Make sure product oxygen remains within specifications in Appendix A of the concentrator instruction manual. Check performance of the solenoid valves and rebuild or replace as necessary. OZ Only Ozone Generator Produces ozone which is used to disinfect the reclaimed water Daily: Check information display to verify system is "normal" and ozone level to make sure it remains at the correct setpoint. Check the air flow gauge to ensure proper output is achieved. Check pressure gauge and make sure it is within range. Verify inline check valve and injection manifold check valve are functioning properly. 471  | P age Monthly: Verify drive module is operation properly. Verify the two cooling fans are operating properly. Check the cooling fan filter elements and clean or replace as required. Annual: Replace the inline particulate filter. Remove and disassemble the reaction chamber(s) and check the chamber interior and dielectric tube for oil, dirt, or moisture. OZ Only Ozone Monitor Monitors ozone levels in the air to ensure they are at a safe level Every 3 Months: Verify sensor function and observe to see if it is responsive to changes in ozone level and if ppm readings are reasonable. Annually: It is recommended that the sensor be calibrated annually. CL Only Dosing Pumps Inject chemical to disinfect reclaimed water Daily: Check if liquid leaks from the drain opening and if drain opening is blocked or soiled. Check if liquid leaks from dosing head or valves and if necessary tighten dosing head screws to 4 Nm and tighten valves and cap or perform service. Weekly: Clean all pump surfaces with dry and clean cloth. Every 3 Months: Check dosing head screws and tighten to 4 Nm if necessary. Replace damaged screws immediately. Every 2 Years or 8,000 Operating Hours: Replace diaphragm and valves. All RW Flow Sensor Measures the recirculation and delivery flow rates Weekly: Check sensor for proper operation and verifyreading seemV reasonable All RW Pressure Transmitter Measures the pressure in the recirculation and delivery lines Weekly: Check sensor for proper operation and verify reading seemV reasonable All RW Differential Pressure Transmitter Measures the differential pressure between the inlet and outlet of the filters Weekly: Check sensor for proper operation and verify reading seemV reasonable ALL RW Submersible Level Transmitter Measures the water level in the storage tank Weekly: Check sensor for proper operation and verify reading seemV reasonable All RW Motorized Valves Open and close to divert water as needed Weekly: Verify valves open/close properly 472  | P age All RW Globe Valve Used to add backpressure to the recirculation line Weekly: Verify globe valve is set correctly, so there is adequate backpressure when the system is in recirculation. All RW AssureIQ Controller The controller monitors sensors and activated the pump and motorized valves as needed Daily: Check controller for alarms or warnings. All RW Storage Tank Stores product water Monthly: Inspect tank and clean/disinfect as needed 473 ` 5 | Page Maintenance & Replacement Parts WCCͲRWͲUVͲ20SeriesReplacementParts PartNumberDescriptionLocationQuantityReplacementInterval PS155356Ͳ4325MicronDualGradientFilterFilterHousing1AsNeeded GR96455086ShaftSealKit,CR1sͲ5Pump1AsNeeded VI602806  UVLampUVSystem 11Year/AsNeeded WCCͲRWͲUVͲ40SeriesReplacementParts PartNumberDescriptionLocationQuantityReplacementInterval SHBEG251S25MicronFilterBag,Size1BagFilter1AsNeeded SHBEG51S5MicronFilterBag,Size1BagFilter1AsNeeded GR96511844ShaftSealKit,CR10Ͳ20Pump1AsNeeded VI602855  UVLampUVSystem 11Year/AsNeeded WCCͲRWͲUVͲ80SeriesReplacementParts PartNumberDescriptionLocationQuantityReplacementInterval SHBEG252S25MicronFilterBag,Size2BagFilter1AsNeeded SHBEG52S5MicronFilterBag,Size2BagFilter1AsNeeded GR96511844ShaftSealKit,CR10Ͳ20Pump1AsNeeded VI602856UVLampUVSystem11Year/AsNeeded VI602976QuartzSleeveUVSystem1AsNeeded WCCͲRWͲUVͲ120SeriesReplacementParts PartNumberDescriptionLocationQuantityReplacementInterval SHBEG252S25MicronFilterBag,Size2BagFilter1AsNeeded SHBEG52S5MicronFilterBag,Size2BagFilter1AsNeeded GR96511844ShaftSealKit,CR10Ͳ20Pump1AsNeeded VI602856UVLampUVSystem21Year/AsNeeded VI602976QuartzSleeveUVSystem2AsNeeded WCCͲRWͲUVͲ160SeriesReplacementParts PartNumberDescriptionLocationQuantityReplacementInterval SHBEG252S25MicronFilterBag,Size2BagFilter2AsNeeded SHBEG52S5MicronFilterBag,Size2BagFilter2AsNeeded GR96525458ShaftSealKit,CR32Ͳ150Pump1AsNeeded VI602856UVLampUVSystem21Year/AsNeeded VI602976QuartzSleeveUVSystem2AsNeeded VI602975 QuartzSleeveUVSystem1AsNeeded VI602733 QuartzSleeveUVSystem1AsNeeded 474                                         _3DJH 475 City Council Item October 30, 2023 Item Approve an Encroachment Agreement between City of Chanhassen and Caleb Palkert and Kirsten Palkert File No.N/A Item No: C.13 Agenda Section CONSENT AGENDA Prepared By Stacy Osen, Administrative Support Specialist Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves an encroachment agreement allowing Caleb Palkert and Kirsten Palkert to construct a fence on the subject property that encroaches into the city's easement area at 6450 Devonshire Drive." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY N/A BACKGROUND The property owners of 6450 Devonshire Drive (Caleb and Kirsten Palkert) desire to construct a fence. Their property is legally described as Lot 1, Block 3, Curry Farms. This fence will encroach into the city's easement areas that contain an active sewer line, and therefore are requesting an encroachment agreement (EA). DISCUSSION The attached EA was drafted by the City Attorney's office and is signed by the property owner. Upon 476 city approval and execution, the EA will be recorded against the property. BUDGET N/A RECOMMENDATION Staff recommends City Council approve the Encroachment Agreement. ATTACHMENTS 6450 Devonshire Drive Encroachment Agreement 477 (reserved for rec ord ing information) ENCROACHMENT AGREEMENT AGREEMENT made this day of 2023, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"), and CALEB PALKERT and KIRSTEN PALKERT, married to each other ("Palkerts" or "Owners"). 1. BACKGROUND. Palkerts are the fee owners of certain real property located in the City of Chanhassen, County of Carver, State of Minnesota, legally described as follows: Parcel ID No. 25.2620245 Lot l, Block 3, Curry Farms (tonens) having a street address of 6450 Devonshire Drive, Chanhassen, Minnesota 55317 ("Subject Property"). The City owns easements for drainage and utility purposes over portions of the Subject Property ("Easement Areas"). Palkerts desire to construct a fence on the Subject Property that encroaches on the City's Easement Areas as depicted on the attached Exhibit "A" (consisting of two pages). 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in its Easement Areas on the Subject Property for the fence conditioned upon 228235v1 I 478 removable fence panels in areas where the fence encroaches on existing utilities and/or installation of gates having a clear span the width of the easement for City access to its Easement Areas. Further conditions of encroachment approval are as follows: . The Fence must allow water to pass under it so as not to impede overland water flow during rain events. . The fence must remain a minimum distance of five (5') feet from the outside edge of all drainage and utility structures (or 7.5' from the center of the manhole structure) and a minimum of two (2') feet from the outside edge of all storm sewer piping (or 2' 6" from the center of the pipe) as indicated on Exhibit A. Pipe location will be verified during final inspection of the fencing. o The Fence posts shall be placed on the Subject Property but not attached to neighboring fences and must not cross the property lines. o The City shall have no responsibility to maintain the Improvements located in the Easement Areas. o Owners must maintain the fence located on the Subject Property. o Owners are fully responsible and liable for any and all damage caused to the Improvements because of their location in the Easement Areas. Further, Owners agree that the Fence shall be constructed consistent with all applicable federal, state and local laws and regulations. 3. HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the Easement Areas, Owners, for themselves, their heirs, successors and assigns, hereby agree to indemnify and hold the City harmless from any damage caused to the Subject Property, including the Improvements located within the Easement Areas, caused in whole or in part by the encroachment into the Easement Areas. 4. TERMINATION OF AGREEMENT. The City may terminate this Agreement at any time if it is reasonably necessary for the City to occupy the Easement Areas for drainage or utility purposes and the fence is inconsistent with the City's use of the easement. Prior to temrination, the City will give the then owner of the Subject Property thirty (30) days advance written notice, except that no notice period will be required in the case of an emergency condition as determined solely by the City and this Agreement may then be terminated immediately. The 2228235v1 479 property owner shall remove that portion of the fence to the extent they impact the Easement Areas to the effective date of the termination of this Agreement. If the owner fails to do so, the City may remove the fence to the extent they impact the Easement Areas and charge the cost of removal back to the owner for reimbursement. 5. RECORDING. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. CITY OF CHANHASSEN By (sEAL)Elise Ryan, Mayor And Laurie Hokkanen, City Manager STATE OF MINNESOTA COUNTY OF CARVER The fbregoing instrument was acknowledged befbre me this duy of 2023, by Elise Ryan and by Laurie Hokkanen, respectively the Mayor and 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 ) )ss ) J228235v I 480 ilF PROPERTY OWNERS: Palkert :ilart, %fil KI$A Palkert ---T--------v- STATE OF MINNESOTA couNrY oF tt{Yt /\tprn The OLhbtr ) )ss. ) foregoing instrument was acknowledged before me this I b * day of 2023, by Caleb Palkert and Firsten married to each other. DRAFTED BY: CAMpSELL KNUTSoN, Profes sio n al A s s o ciati o n Grand Oak Offrce Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/mkl Ei\,|!LY ANN SCHAFER NOTARY PUBLIC MINNESOTA My Commission Expir€s JAN 31, 481 EXHIBIT O'A" \( Page I of2 ApFor. ilH t Sfitr lint lor,ations. ilurl nEtt ollsr6 fom shisEai ild linlt prd.tiil. I $[ea5 30 llt cr P2 tttl I rsi i s I I I fr,NA3,t(/. a,f.L,ftic!r I I r) i/ t- f. Alpol. f,H t S.rur lhe bcafuns. ml6l mcct ollseE from strllcilrs and lim3 per ddail. a *' )o J6t 6r, ,ell,fr.f \ 969 6/ .& ,r0pojf, rrOulf 6. n, +--/-t' ll I I \ 4 I ' 1g'r,rorr I , r fttr:lar lilrht, :e'':e LScr[r0i] t3 rE de:ermrne0 cy s*er I nei 3rl Tanh0,es I t)t I I !i ,r II8' il; I 5228235v1 I t ? I (I (' L I nl0;lt! q 482 Page 2 of 2 OFFSET FFNCE ! -i.]i,l,lHl l/.r H lrlirt- i)r.--H LINE, I ,STRUCTURE OFFSET FENCE MIN. 1 '' INSIOE PROPERW LINE 1O'O&U EASEMENI LINES PROPERTY LINE FENCE OFFSET FROM STRUCTURE AND PIPING 22a235v1 6 483 City Council Item October 30, 2023 Item Approve 1st Amendment to Agreement between City of Chanhassen and David and Anjuli Glaza related to property located at 2961 Washta Bay Court File No.Item No: C.14 Agenda Section CONSENT AGENDA Prepared By Eric Maass, Planning Director Reviewed By Eric Maass SUGGESTED ACTION "The Chanhassen City Council approves the 1st Amendment to Agreement between City of Chanhassen and David and Anjuli Glaza." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY In 2022, the city entered into an agreement with property owners that stipulated terms for which the city would allow for a new single-family home to be constructed on an existing lot of record, which already had a single-family home on it. The agreement stipulated terms regarding the future demolition of the existing home. BACKGROUND Terms of the original agreement included that the property owner demolish the existing home within thirty (30) days from the date of the Certificate of Occupancy being issued for the new home. The property owners have identified a nonprofit company that will systematically demolish the home salvaging various reusable components (cabinets, flooring, fixtures, etc.) so that they can be reused instead of being sent to a landfill with other components of the home. This process however has taken 484 additional time and the property owners have requested 90 days to complete. Staff is comfortable with the request and has financial security in place in the event there is a default to the agreement on the part of the property owner. DISCUSSION BUDGET RECOMMENDATION Staff recommends approval of the attached 1st Amendment to Agreement. ATTACHMENTS 1st Amendment to Agreement Recorded Original Agreement 485 1st AMENDMENT TO AGREEMENT AGREEMENT,made this _____ day of _____, 2023, by and between the CITY OF CHANHASSEN, a Minnesota municipal corpora?on (“City”) and DAVID J. GLAZA and ANJULI V. GLAZA, husband and wife (“Owners”). WHEREAS,Owners are fee owners of certain real property located in the City, as legally described in Exhibit A, a?ached hereto and hereby made a part hereof (the “Subject Property”), and WHEREAS, Owners entered into an agreement with the City on July 26th, 2022 regarding terms related to the demoli?on of an exis?ng home (“Exis?ng Home”) and the issuance of a building permit for a (“New Home”) to be constructed on the Subject Property; and WHEREAS, Owners agreed to demolish the Exis?ng Home within 30 days following the issuance of a Cer?ficate of Occupancy for the New Home; and WHEREAS,Owners have iden?fied a non-profit demoli?on company that will salvage various reusable components of the Exis?ng Home to reduce construc?on waste that would end up in an area landfill however the salvaging process requires more than 30 days to complete; and WHEREAS, Owners have requested that the City to allow for the removal of the Exis?ng Homes within ninety (90) days of the issuance of a Cer?ficate of Occupancy for the New Home. NOW, THEREFORE, on the basis of the mutual covenants and agreements herein provided, it is hereby agreed by and between the par?es hereto as follows: 1.Demoli?on. Owners shall demolish and remove the Exis?ng Home within ninety (90) days of issuance of a Cer?ficate of Occupancy for the New Home. 2.Original Agreement.All s?pula?ons and condi?ons contained within the original Agreement dated July 26, 2022 shall remain in full effect and not modified in any way as a result of this 1st Amendment To Agreement except for terms related to demoli?on of the Exis?ng Home as outlined above. IN WITNESS WHEREOF, the par?es hereto have executed this Agreement the day and year first above wri?en. [Remainder of page inten?onally le? blank] [Signature pages to follow] 486 CITY OF CHANHASSEN BY: __________________________ Elise Ryan, Mayor AND: _________________________ Laurie Hokkanen, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this _____ day of ______________ 2023, by Elise Ryan and Laurie Hokkanen, the Mayor and City Manager respec?vely of the City of Chanhassen, a Minnesota municipal corpora?on, on behalf of the corpora?on and pursuant to the authority granted by its City Council. _______________________________________ Notary Public (Notary Seal) 487 OWNERS: ________________________________ David J. Glaza ________________________________ Anjul V. Glaza STATE OF MINNESOTA ) )ss. COUNTY OF _______ ) The foregoing instrument was acknowledged before me this _____ day of ______________ 2023, by David J Glaza and Anjuli V. Glaza, husband and wife. _______________________________________ Notary Public (Notary Seal) DRAFTED BY: City of Chanhassen 7700 Market Blvd PO BOX 147 Chanhassen, MN 55317 488 EXHIBIT A Tract C, REGISTERED LAND SURVEY NO. 13, CARVER COUNTY, MINNESOTA 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 City Council Item October 30, 2023 Item Resolution 2023-XX: Approve No Parking on Hopi Road File No.N/A Item No: C.15 Agenda Section CONSENT AGENDA Prepared By Erik Henricksen, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving No Parking on the last 70 feet of the dead-end which includes the turnaround area on Hopi Road." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND On May 17, 2023, the Traffic Safety Committee (TSC) evaluated a concern regarding parked vehicles at the end of Hopi Road. Hopi Road is an approximately 500-foot dead-end road with a substandard turnaround by current standards. Hopi Road's 40-foot-wide right-of-way was platted in 1927 prior to the right-of-way width and fire apparatus turnaround standards currently required by the Chanhassen City Code. In order to maintain the effectiveness, to the extent practicable, of the substandard turnaround and maintain maneuverability of the dead-end, the TSC recommends a no parking area encompassing the last 70 feet of the dead-end, which includes the turnaround area. An exhibit of this area is attached to this report. DISCUSSION 505 BUDGET RECOMMENDATION Staff recommends that City Council adopt the No Parking resolution for both sides of the last 70 feet, including the turnaround, of Hopi Road. ATTACHMENTS Resolution Street Exhibit 506 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 30, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: A RESOLUTION ESTABLISHING BOTH SIDES OF THE LAST 70 FEET (INCLUDING THE TURNAROUND) OF HOPI ROAD A NO PARKING AREA WHEREAS, pursuant to Minnesota Statutes §412.221, Subd. 6, the City has the power to regulate the use of streets within the City; and WHEREAS, City Code section 12-13 authorizes the City to designate certain streets or portions of streets as no parking zones and provides that no person shall stop or park a vehicle in a no parking zone; and WHEREAS, the City desires to provide safe and effective transportation access to all areas in the City of Chanhassen; and WHEREAS, the Traffic Safety Committee has evaluated the dead-end turnaround of Hopi Road and recommended that the designation of the last 70 feet of Hopi Road as a no-parking area will improve access for emergency and essential services to the area. NOW, THEREFORE, BE IT RESOLVED bythe Chanhassen City Council that no on- street parking be allowed on both sides of the last 70 feet (including the turnaround) of Hopi Road and that the City Public Works Director is directed to mark by appropriate signage or painting, and the County Sheriff is directed to enforce, the designated no parking area for Hopi Road. PASSED AND ADOPTED by the Chanhassen City Council this 30 th day of October 2023. ATTEST: Kim Meuwissen Elise Ryan, Mayor YES NO ABSENT 507 Hopi Rd Street Exhibit - No Parking Area October 17, 2023 ± 1 in = 50 Ft Legend Parcels 508 City Council Item October 30, 2023 Item Resolution 2023-XX: Extend Administrative Grading Permit #22-02 (2350 Timberwood Drive) Until May 15, 2024 File No.Grading Permit #22-02 Item No: C.16 Agenda Section CONSENT AGENDA Prepared By Erik Henricksen, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution extending administrative Grading Permit #22-02 (2350 Timberwood Drive) until May 15, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY N/A BACKGROUND On May 19, 2023, administrative Grading Permit #22-02 was issued to Andrew Nyen for grading operations associated with flattening the front yard of 2350 Timberwood Drive to facilitate lawn care and for aesthetic purposes. On October 19, 2023, the applicant and his spouse requested an extension to complete the work by May 15, 2024. After staff review, the extension request is reasonable and warranted, and it is staff's recommendation that it be granted in order to complete the project. All required erosion and sediment control practices are in place, and staff will continue to monitor the site until the work is complete. DISCUSSION 509 N/A BUDGET N/A RECOMMENDATION Staff recommends that City Council adopt the resolution extending Grading Permit #22-02 until May 15, 2024. ATTACHMENTS Resolution 2350 Timberwood Drive Grading Permit Submittals Grading Permit 22-02 Grading Plan 510 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 30, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: A RESOLUTION EXTENDING ADMINISTRATIVE GRADING PERMIT #22-02 (2350 TIMBERWOOD DRIVE) UNTIL MAY 15, 2024 WHEREAS,the city desires to promote the health, safety, and welfare of the community by requiring uniform limitations, standards, safeguards, and controls for excavating, mining, filling, and grading within the city; and WHEREAS,Chanhassen City Code Sec 7-32 requires any grading activities that disturb more than 50 cubic yards but less than 1,000 cubic yards to obtain an administratively approved permit; and WHEREAS,Chanhassen City Code Sec 7-38(c) requires grading permits that are limited in duration to require approval by the Chanhassen City Council to extend the term of the permit; and WHEREAS,Andrew Nyen (“Applicant”) has applied for an extension of Grading Permit #22-02 associated with grading activities requiring an administrative permit at 2350 Timberwood Drive to a date of May 15, 2024; and WHEREAS,staff has reviewed the Applicant’s extension request, inspected the property, and recommends an extension be granted to complete the work as described and illustrated with Grading Permit #22-02. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby grants an extension for Grading Permit #22-02 until May 15, 2024. PASSED AND ADOPTED by the Chanhassen City Council this 30 th day of October, 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 511 512 513 514 515 516 517 518 519 520 521 522 City Council Item October 30, 2023 Item Resolution 2023-XX: Extend Administrative Grading Permit #21-05 (6609 Horseshoe Curve) Until November 30, 2024. File No.Grading Permit #21-05 Item No: C.17 Agenda Section CONSENT AGENDA Prepared By Erik Henricksen, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution extending administrative Grading Permit #21-05 (6609 Horseshoe Curve) until November 30, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND On October 1, 2021, administrative Grading Permit #21-05 was issued to Landscape Renovations ("Applicant") for grading operations associated with flattening the rear yard near the lake and other landscaping improvements at 6609 Horseshoe Curve. On October 16, 2023, the applicant requested an extension to complete the work by November 30, 2024. It should be noted that the permit had expired, and after communications with staff and the property owner, the property owner coordinated with their contractor (the Applicant) in requesting an extension in order to reinstate the permit in accordance with Article 7-III of Chanhassen City Code. Staff has determined that the extension request is reasonable and warranted and recommends that it be granted in order to complete the project. All required erosion and sediment control practices are in 523 place, and staff will continue to monitor the site until the work is complete. DISCUSSION BUDGET RECOMMENDATION Staff recommends that City Council adopt the resolution extending Grading Permit #21-05 until November 30, 2024. ATTACHMENTS Resolution Application for Earthwork Permit 21-05 Grading Permit - Executed 524 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 30, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: A RESOLUTION EXTENDING ADMINISTRATIVE GRADING PERMIT #21-05 (6609 HORSESHOE CURVE) UNTIL NOVEMBER 30, 2024 WHEREAS,the city desires to promote the health, safety, and welfare of the community by requiring uniform limitations, standards, safeguards, and controls for excavating, mining, filling, and grading within the city; and WHEREAS,Chanhassen City Code Sec 7-32 requires any grading activities that disturb more than 50 cubic yards but less than 1,000 cubic yards to obtain an administratively approved permit; and WHEREAS,Chanhassen City Code Sec 7-38(c) requires grading permits that are limited in duration to require approval by the Chanhassen City Council to extend the term of the permit; and WHEREAS,Landscape Renovations (“Applicant”) has applied for an extension of Grading Permit #21-05 associated with grading activities requiring an administrative permit at 6609 Horseshoe Curve to a date of November 30, 2024; and WHEREAS,staff has reviewed the Applicant’s extension request and inspected the property, and recommends an extension be granted to complete the work as described and illustrated with Grading Permit #21-05. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby grants an extension for Grading Permit #21-05 until November 30, 2024. PASSED AND ADOPTED by the Chanhassen City Council this 30 th day of October, 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 525 526 527 528 529 530 531 532 533 534 535 City Council Item October 30, 2023 Item Resolution 2023-XX: Authorize Contract for Design and Construction Administration Services for the 2024 City Pavement Rehabilitation Project File No.ENG Project No. 24-01 CIP Project No. ST-012 Item No: C.18 Agenda Section CONSENT AGENDA Prepared By George Bender, Assistant City Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution authorizing a Professional Services Agreement with Kimley-Horn for the 2024 City Pavement Rehabilitation Project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Consider authorizing a professional services agreement with Kimley-Horn for design and construction administration services for the 2024 City Pavement Rehabilitation Project. BACKGROUND As part of the overall Pavement Management Program (PMP), the city annually plans to rehabilitate a section or sections of public streets across the city. The 5-year Capital Improvement Plan identifies the near-term streets to be rehabilitated. The 2024 project includes approximately 2.66 miles of streets for rehabilitation processes and/or total reconstruction. DISCUSSION 536 One of the early steps in the overall project development process for our street projects is to engage design consultants regarding the project and establish an agreement with a consultant to support city staff from a workload management perspective. Staff developed a Request for Proposals (RFP) and distributed it to five (5) qualified consulting firms. Three (3) firms submitted responsive proposals. Staff evaluated the proposals based on the requirements of the RFP, which established the following criteria: Completeness and overall quality of the Proposal, including demonstrating an understanding of the scope and process (40%) Experience and resources of the firm and personnel, including the ability to meet the project schedule (25%) Fee (35%) Comprehensive scores were developed through the review process for each proposal, and the results of the evaluation are shown below: Firm Fee Overall Score Kimley-Horn $433,025.00 91.0% Bolton & Menk $530,115.00 87.6% SEH $565,806.80 79.0 % Kimley-Horn is currently performing design work for the city associated with the Market Boulevard project. The 2024 City Pavement Rehabilitation Project and the Market Boulevard project have some intertwined design elements as stormwater from the Chan View area is expected to be routed through the Market Boulevard project to be treated at the regional pond in the northwest corner of the intersection of Trunk Highway 5 and Market Boulevard. Their work has been satisfactory to date on this project. In addition, Kimley-Horn staff designed the 2021 City Pavement Rehabilitation Project, and their performance was satisfactory. The overall schedule for the project is as follows: Award Consultant Contract October 30, 2023 Neighborhood Project Open House #1 Late November 2023 Accept Feasibility Report/Call Public Hearing December 11, 2023 Public Hearing/Order Project January 2024 Approve Final Plans and Specs February 2024 Bid Opening Late March 2024 Neighborhood Project Open House #2 April 2024 Assessment Hearing/Award Construction Contract April 22, 2024 Begin Construction May 2024 Substantial Completion November 1, 2024 Final Completion June 2025 537 BUDGET The overall project budget approved with the 2023-27 Capital Improvement Plan is shown in the table below, and the CIP Budgetary sheet has been attached. This is subject to modification upon approval of the 2024-28 CIP. Fund Project Budget PMP (Street)$4,660,000 Surface Water $1,389,000 Sanitary Sewer $926,000 Watermain $1,852,000 Total $8,827,000 The consultant fee is part of the overall project budget. The fee proposed by Kimley-Horn equates to 4.9% of the estimated overall cost of the project, which is well below the anticipated value of approximately 10.0% and, therefore a good value for the city. RECOMMENDATION Staff recommends authorizing a contract with Kimley-Horn in a Not-to-Exceed amount of $433,025 for design and construction administration services for the 2024 City Pavement Rehabilitation Project. ATTACHMENTS Resolution Professional Services Agreement 24-01 RFP Kimley-Horn Proposal RFP Evaluations CIP ST-012 (2024) Map - 5-Year Streets CIP - 2023-2027 538 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 30, 2023 RESOLUTION NO: 2023-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING ENTERING INTO A PROFESSIONAL SERVICES AGREEMENT WITH KIMLEY-HORN FOR DESIGN AND CONSTRUCTION SERVICES RELATED TO THE 2024 CITY PAVEMENT REHABILITATION PROJECT WHEREAS,the City has a Pavement Management Program (PMP) that is supported by the 5-year Capital Improvement Plan (CIP); and WHEREAS,part of the PMP and CIP is to perform annual rehabilitation of various public streets and related infrastructure; and WHEREAS,the annual City Pavement Rehabilitation Project requires professional design services; and WHEREAS,the City solicited proposals from multiple qualified design consulting firms; and WHEREAS,multiple responsive proposals were received and evaluated by City staff; and WHEREAS,the fee proposed by the highest-ranked proposal fits within the established project budget. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes entering into a Professional Services Agreement with Kimley-Horn for design and construction services related to the 2024City Pavement Rehabilitation Project. PASSED AND ADOPTED by the Chanhassen City Council this 30 th day of October, 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 539 1 201749v1 PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this 30th day of October, 2023, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and Kimley-Horn ("Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. SCOPE OF SERVICES. The City retains Consultant for design and construction services for the 2024 City Pavement Rehabilitation Project. 2. CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents," all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Professional Services Agreement; B. Request for Proposal (RFP) dated September 29, 2023; C. Insurance Certificate; D. Consultant’s Proposal dated October 13, 2023 (“Proposal”) and modification by email dated October 18, 2023. Email dated October 26, 2023 revises the summation error identified in the fee spreadsheet. In the event of conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts, with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 3. COMPENSATION. Consultant shall be paid by the City for the services described in the Proposal a not to exceed fee of Four Hundred Thirty-Three Thousand Twenty-Five Dollars ($433,025.00), inclusive of expenses. Services performed directly by Consultant shall be paid at an hourly rate in accordance with the Proposal, subject to the not to exceed fee. The not to exceed fees and expenses shall not be adjusted if the estimated hours to perform a task, the number of required meetings, or any other estimate or assumption is exceeded. Consultant shall bill the City as the work progresses. Payment shall be made by the City within thirty-five (35) days of receipt of an invoice. 4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and information generated in connection with performance of this Agreement shall be the property of the City. The City may use the information for its purposes. Any modifications made by the City to any of the Consultant’s documents, or any use, partial use or reuse of the documents without written authorization or adaptation by the Consultant will be at the City’s sole risk and without 540 2 201749v1 liability to the Consultant, and the City shall indemnify, defend and hold the Consultant harmless from all claims, damages, losses and expenses, including but not limited to attorneys’ fees, resulting therefrom. 5. CHANGE ORDERS. All change orders, regardless of amount, must be approved in advance and in writing by the City. No payment will be due or made for work done in advance of such approval. 6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 7. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional consultant under similar circumstances. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of Consultant’s services. 8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its officers, and employees, from claims, demands, actions, causes of action, including costs and reasonable attorney's fees, to the extent caused by the negligent performance of the services provided for herein. The Consultant shall not be held liable for the sole negligence of the City. 9. INSURANCE. Consultant shall secure and maintain such insurance as will protect Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims for bodily injury, death, or property damage which may arise from the performance of services under this Agreement. Such insurance shall be written for amounts not less than: Commercial General Liability $2,000,000 each occurrence/aggregate Automobile Liability $2,000,000 combined single limit Professional Liability $2,000,000 each occurrence/aggregate The City shall be named as an additional insured on the general liability policy on a primary and non- contributory basis. Before commencing work, the Consultant shall provide the City a certificate of insurance evidencing the required insurance coverage in a form acceptable to City. 10. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not an employee of the City and is free to contract with other entities as provided herein. Consultant shall be responsible for selecting the means and methods of performing the work. Consultant shall furnish any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent that Consultant or any of Consultant's agents or employees are in any manner agents or employees of the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own 541 3 201749v1 FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 11. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Consultant shall comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of a month to subcontractors on any undisputed amount not paid on time to subcontractors. The minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars ($100.00) or more is Ten Dollars ($10.00). 12. CONTROLLING LAW/VENUE. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County Minnesota. 13. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Consultant receives a request to release data, Consultant must immediately notify City. City will give Consultant instructions concerning the release of the data to the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 14. COPYRIGHT. Consultant shall defend actions or claims charging infringement of any copyright or software license by reason of the use or adoption of any software, designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom. 15. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract requires, or the Consultant desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and hold harmless the City from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the services agreed to be performed under the Contract, and shall indemnify and 542 4 201749v1 defend the City for any costs, liability, expenses and attorney's fees that result from any such infringement. 16. RECORDS. Consultant shall maintain complete and accurate records of hours worked and expenses involved in the performance of services. 17. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising herein, without the written consent of the other party. 18. WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 19. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 20. TERMINATION. This Agreement may be terminated by the City for any reason or for convenience upon written notice to the Consultant. In the event of termination, the City shall be obligated to the Consultant for payment of amounts due and owing including payment for services performed or furnished to the date and time of termination. The Consultant shall have the right to terminate this Agreement upon seven days’ notice to the City upon breach by City of any of its obligations under this Agreement. Dated: _______________, 2023. CITY OF CHANHASSEN BY: _____________________________________________ Elise Ryan, Mayor BY: _____________________________________________ Laurie Hokkanen, City Manager Dated: _______________, 2023. _______________________ BY: _____________________________________________ Its 543 From: Kirsch, Michael <Michael.Kirsch@kimley-horn.com> Sent: Thursday, October 26, 2023 8:49 AM To: Bender, George Cc: Larson, Chadd Subject: RE: 24-01 Proposal Ques1on Aachments: 2024 City Pavement Rehabilita1on Fee Es1mate-Final-20231026.pdf George, A5ached is the updated fee es1mate for your documenta1on. This shows the 13k correc1on to the project total, including the Final Design Surveying task. Thanks, Michael Michael Kirsch, PE Kimley-Horn | 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 Direct: 651 643 0481 | Mobile: 763 607 7717 Connect with us: Twitter | LinkedIn | Facebook | Instagram | From: Kirsch, Michael Sent: Wednesday, October 18, 2023 6:46 PM To: Bender, George <gbender@chanhassenmn.gov> Cc: Larson, Chadd <Chadd.Larson@kimley-horn.com> Subject: RE: 24-01 Proposal Question George, Thank you for reaching out to clarify some items of our proposal. We discussed the inspec1on needs and have adjusted our lead inspector hours to be5er suit the City’s needs for this project. We understand the importance of having a single point of contact during construc1on that can lead weekly construc1on mee1ngs, resolve resident disputes and has a proven track record in the City for ge<ng projects built within 1me and budget. We have adjusted the hours for our Lead Inspector (Bob Schmidt) to 300 hours. In order to do so, we need to adjust the total project fees from $407K to $420k, to reflect the rate of our Lead inspector (see a5ached our updated fee spreadsheet). If you would like us to send over a full new proposal with the fees and hours adjusted to match this fee schedule, we can do that tomorrow. As noted in our conversa1on, our main inspector for the project we believe would be David Carpenter. He has 3 seasons of construc1on inspec1on experience, one with the City of Chanhassen. I was able to get clarifica1on from our u1lity engineer Jus1n Conner about our partnership with Water Conserva1on Services. We have used them on several projects at both the airport and the City of Richfield. We es1mated the rate of the acous1c leak detec1on for this project to be around $300- $600. In the future, we will include this detail in our proposal write-up as I understand it’s undefined. 544 Again, I would like to express my genuine apprecia1on for the opportunity to partner with the City of Chanhassen on this project. Thanks, Michael Michael Kirsch, PE Kimley-Horn | 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 Direct: 651 643 0481 | Mobile: 763 607 7717 Connect with us: Twitter | LinkedIn | Facebook | Instagram | From: Bender, George <gbender@chanhassenmn.gov> Sent: Tuesday, October 17, 2023 5:15 PM To: Kirsch, Michael <Michael.Kirsch@kimley-horn.com> Cc: Larson, Chadd <Chadd.Larson@kimley-horn.com> Subject: 24-01 Proposal Question Michael, I’ve been reviewing your proposal and I’d like some clarifica1on regarding the construc1on inspec1on por1on. Could you provide some addi1onal detail regarding how this por1on of the project will be handled? My current interpreta1on is K-H isn’t iden1fying the project inspector (1250 hours) in your proposal and that the Lead Inspector (Bob) is projected to be involved for 100 hours with the project. Thank you, George Bender, PE Assistant City Engineer CITY OF CHANHASSEN PH. 952.227.1164 FX. 952.227.1110 www.ChanhassenMN.gov 545 DETAILED ESTIMATED COST SUMMARY 2024 CITY STREET REHABILITATION PROJECT CHANHASSEN, MN PREPARED BY: KIMLEY-HORN AND ASSOCIATES, INC. TITLE DEPUTY PROJECT PROJECT PROJECT DESIGN CADD LEAD CONSTRUCTION CONSTRUCTION SUB-TOTAL TOTAL MANAGER MANAGER ENGINEER ENGINEER TECHNICIAN INSPECTOR INSPECTOR CONSULTANT COST HOURS 1. PROJECT MANAGEMENT, DESIGN, AND BIDDING SERVICES a) Preparation of Feasibility Report 3 4 20 40 10 $10,895 77 b) Preparation of 360 Degree Video 2 4 16 4 $3,040 26 c) Preliminary and Final Plans 14 80 224 290 265 2 $119,670 875 d) Permitting and Approvals 2 12 30 60 30 $18,510 134 e) Right of Way/Easement Identification 1 2 4 $920 7 f) Preparation of Assessment Rolls 4 10 $1,950 14 g) Public Engagement Support 10 30 $5,550 40 h) Bidding Services 2 4 8 $2,040 14 TOTAL 19 99 296 442 325 6 $162,575 1187 2. DESIGN SURVEYING a) Design Surveying 100 $10,000 100 b) Final Design Surveying 130 $13,000 130 TOTAL 230 $23,000 230 3. MEETINGS a) City Council Meeting (3)6 2 3 $2,040 11 b) Neighborhood Information Meetings (2)4 4 $1,320 8 c) Staff Meetings As Necessary (4)8 8 $2,640 16 d) Individual Property Owner Meetings As Needed (5)10 5 $2,550 15 TOTAL 6 24 17 3 $8,550 50 4. SURVEYING FOR CONSTRUCTION SERVICES a) Construction Staking 300 $30,000 300 TOTAL 300 $30,000 300 5. CONSTRUCTION ADMINISTRATION AND OBSERVATION a) Construction Administration 4 65 $12,600 69 b) Construction Observation 300 1050 $168,000 1350 TOTAL 4 65 300 1050 $180,600 1419 6. PREPARATION OF AS-BUILT DRAWINGS a) Prepare As-Built Drawings 2 20 8 $3,900 30 b) Project Closeout 2 10 $1,400 12 TOTAL 4 30 8 $5,300 42 PROJECT SUBTOTALS 29 188 317 442 358 308 1056 530 $410,025 3228 REIMBURSABLE EXPENSES $23,000 PROJECT TOTALS $433,025 3228 546 Request for Proposals 2024 City Street Rehabilitation Project City Project No. 24-01 I. INTRODUCTION The City of Chanhassen is issuing this Request for Proposals (RFP) for design and construction phase professional services of approximately two and two-thirds (2.66) miles of city street rehabilitation and reconstruction. In general, the project includes: public engagement, feasibility study report preparation, surveying, street view video creation, preliminary and final design, permitting, preparation of contract documents, construction materials testing RFP preparation, bid administration, construction administration, inspection and staking, as-built drawings and project closeout. A. RFP Content. This RFP contains the following sections: I. Introduction II. Project Information III. Proposal Requirements B. Addenda/Clarifications. Any changes to this RFP will be made by written addendum. Verbal modification will not be binding. C. Pre-Contractual Expenses. The city will not be responsible for any pre-contractual expenses. Pre-contractual expenses are defined as expenses incurred by the Consultant in: 1. Preparing its proposal in response to this RFP; 2. Submitting that proposal to the City; 3. Negotiating with the City any matter related to this RFP; or 4. Any other expenses incurred by the Consultant prior to the date of execution of the Professional Services Agreement. D. Contract Award. 1. Consultant shall be required to enter into the City’s standard Professional Services Agreement (attached for reference). 2. Issuance of this RFP and receipt of proposals does not commit the City to award a contract. The City reserves the right to postpone opening for its own convenience, to accept or reject any or all proposals received in response to this RFP, to negotiate with other than the selected Consultant should negotiations with the selected be terminated, 547 to negotiate with more than one Consultant simultaneously, or to cancel all or part of this RFP. E. Contact Person. The Consultant's contact for specific questions regarding information in this RFP is: George Bender, PE Assistant City Engineer City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1164 gbender@chanhassenmn.gov II. PROJECT INFORMATION A. Project Area and Identified Improvements. Approximately two (2) miles of roadway are proposed to be rehabilitated or reconstructed in 2 different neighborhood areas around the city. The areas proposed for improvements are shown in the attached Figures. · The Chan View area lies north of 78th St between Laredo Dr and Great Plains Blvd. It has approximately 1.27 miles of street length which were built-out in the 1960s that has been generally programmed as a reconstruction project. Sante Fe Trl and Laredo Dr are approximately 0.66 mile in length and are expected to be mill and overlay candidates. · The Stone Creek area lies south of Counter Blvd and ends east of the intersection at Boulder Rd where the 2022 rehabilitation project ended. It has approximately 0.73 miles of street length which were built-out in the mid 1990s. This area has been generally programmed as a rehabilitation (full depth reclamation) project. None of the areas have had major rehabilitations performed after their original construction (only maintenance activities such as crack seals, chip seals and pothole patching). All project areas including individual streets need to be evaluated with anticipated improvements to include: · full depth reclamation (Stone Creek area) and reconstruction (Chan View area), · mill and overlay (full depth or partial within the Chan View area), · spot soil corrections (all areas), · spot curb and gutter replacement in rehabilitation areas, · trail and sidewalk improvements, · ADA improvements, · signage and pavement markings · stormwater management spot repairs, · sanitary sewer spot repairs, and, · watermain spot repairs. The design will need to be in conformance with the City’s most recent Standard Specifications and Detail Plates. The City will be conducting a geotechnical assessment 548 to aid in the analysis of pavement and drainage improvements throughout the project areas and the consultant will be provided the geotechnical report to incorporate with the feasibility study and subsequent design. The design consultant shall make rehabilitation recommendations from pavement specialists on their team. The project will be funded by the city’s Pavement Management Program Fund (PMP) and Utility Enterprise Funds (Sanitary, Water, and Surface Water). The PMP Fund receives revenue from the property tax levy, franchise fees and special assessments. Per the City’s assessment practice, forty percent (40%) of the eligible street costs are proposed to be assessed to the benefiting property owners. The City’s assessment practice can be viewed on the City’s website. As part of the scope, the Consultant will understand the City’s assessment practice, prepare draft and final assessment rolls, follow the MS 429 assessment process, and respond to concerns raised on an as-needed basis. All cost estimates, bid tabulations and contractor pay applications shall be broken down by source of funding. If any of the project areas or work affect adjacent municipality’s, County, or State rights- of-way; the consultant will include any necessary coordination and permitting in their scope. The City will reimburse the consultant for any permitting fees but the consultant should identify any fees in their proposal. There is a mix of watermain pipe sizes and materials within the project areas’ rights-of- way and public easements. The Consultant shall specify an approach in the proposal to determine if any watermain and/or components should be replaced or improved. The city would prefer not to use the open cut method for replacing any significant lengths of water main in a rehabilitation (M&O, FDR) area that would not dictate a spot repair. City staff will provide background to help determine if existing bolting, gate valves, curb stops or hydrants need to be replaced. It is anticipated that the majority of the bolting associated with water valves will require replacement. Curb stops and hydrants will be replaced on an as needed basis. The design consultant shall make rehabilitation recommendations from utility specialists on their team and plan to visit the site to verify recommendations as necessary. The City has a policy for replacing any existing cast iron pipe currently in use. There is a significant amount of cast iron pipe in the reconstruction area identified. The consultant will be required to prepare a complete utility design in any project area being reconstructed including plan and profile views. The vast majority of the sanitary sewer within rehabilitation project areas consist of eight- inch (8”) PVC pipe. The City has had the sanitary sewers televised. Generally speaking, the sanitary sewer installed in rehabilitation areas is in adequate condition. The consultant will be provided the videos and inspection reports. The consultant will be expected to review the televising information and subsequently make recommendations by utility specialists on their team to be incorporated in the feasibly study and subsequent design. Additionally, City staff will evaluate the sanitary sewer structures for any necessary updates and repairs. Any identified improvements by City staff will be communicated to the consultant to be incorporated in the feasibility study and subsequent design. In a project area being reconstructed the sanitary network will still need to be evaluated by the consultant but it is likely the system will need to mostly be replaced. The consultant will be required to prepare a utility design for this project area including plan and profile views. 549 The City also has had the storm sewers televised. Generally speaking, the condition of the storm sewer in these areas is also in adequate condition within rehabilitation areas. The consultant will be provided videos and inspection reports to review and subsequently make recommendations by utility specialists on their team to be incorporated in the feasibly study and subsequent design. Additionally, City staff will evaluate the storm sewer structures for any necessary updates and repairs. Any identified improvements by City staff will be communicated to the consultant to be incorporated in the feasibility study and subsequent design. Within the project areas identified for reconstruction – the existing storm sewer network and surface water BMPs are limited. The consultant will be required to provide a utility design which meets the requirements of the city code and watershed district rules. Additionally, the consultant shall evaluate the overall storm sewer network in the project areas including associated BMPs to understand current functional capacities, and recommend improvements as deemed appropriate for both the Stone Creek and Chan View areas. It is advantageous for the City to perform stormwater BMP maintenance projects in conjunction with street rehabilitation work. The Affected Storm Features Exhibit identifies five (5) stormwater wet pond BMPs in the Stone Creek project area, most of which vary from fair to poor condition. The consultant shall review the condition of the ponds in the RFP and provide recommendations on which ponds require maintenance, if any. To evaluate what sort of maintenance activities and/or improvement options would be appropriate for each pond, the consultant shall prepare a Pond Feasibility Memorandum for up to one stormwater pond. The City utilizes a Stormwater Asset Management Program (SWAMP) to inventory, document, and prioritize inspection and maintenance activities, and generate lifecycle estimates for constructed ponds. The consultant will be provided data from the SWAMP program. Design and plan preparation for any pond cleanout work will be an addendum to the scope. The Affected Storm Features Exhibit identifies zero (0) stormwater BMPs in the Chan View area. The majority of the stormwater in this area is conveyed by storm sewer to the Southwest into the large wet pond RM P4.5 located on the Northwest corner of HWY 5 and Market Blvd which provides some discharge rate attenuation and water quality treatment. The Chan View area will be a challenge to meet watershed district requirements for water quality and abstraction volumes. The City is currently working with Kimley- Horn to design a regional stormwater treatment BMP located at the stormwater pond RM- P4.5 location which may be able to account for some of the stormwater treatment requirements of the Chan View area, however the regional treatment agreement with the watershed district has not been established. The regional stormwater BMP is anticipated to be constructed with the 2025 Market Blvd Reconstruction Project. City staff is working with the property owners of 621 Santa Vera Drive to locate a stormwater BMP on the property that would serve future site development and provide treatment for the 2024 Street Reconstruction Project. Coordination with the Market Blvd Project and Santa Vera Project design teams is anticipated and shall be included in the proposal. The project will require an innovative design in this area to manage stormwater in an effective way that can be maintained by City Staff. Additional storm sewer analysis is anticipated to show the proposed design will not create adverse impacts as the Chan View area’s drainage is constructed to current standards. The City will provide the consultant with available HydroCAD models, but does not make any representation that they are fully complete, up to date, and/or accurate. The models 550 are of ponds only, not storm sewer piping. Addressing existing stormwater management issues in areas abutting and ancillary to the project streets is an expectation of the consultant’s scope of work. The consultant shall plan to visit the site to verify all recommendations as necessary. The proposal shall also consider the following regulatory requirements for the stormwater management portion of the project: · Review current NPDES and Watershed District Rules, and: o Identify if the project scope exceeds the threshold for each agency’s rules and incorporate improvements as necessary. o Prepare a stormwater pollution prevention plan (SWPPP) as required. B. Project Scope. The objective is to provide a project that is both technically and economically feasible. This project scope in general shall provide the following: 1. Project Management. 2. Design. a) Preparation of a feasibility report to meet Minnesota State Statutes Chapter 429 requirements. b) Provide 360 degree video of all project areas. The timing of the data acquisition shall either be prior to design or prior to construction. c) Site visits to review and identify needed improvements such as utility repair recommendations, stormwater treatment options, curb replacement, tree and landscaping impacts, private utility conflicts, sidewalk and trail improvements, and other specific restoration needs (driveway pavements, type of turf, irrigation, etc.) d) Preparation of up to one (1) Pond Feasibility Memorandum. e) Meetings and coordination with the Market Blvd and Santa Vera project teams as needed to facilitate the stormwater design. f) Preparation of preliminary and final construction plans and documents in conformance with the City’s most recent standard specifications and detail plates. 1. Review and incorporate available information from the existing as- builts into the plans. 2. Subsurface utility quality level C shall be required with the reconstruction area. 3. Factor scheduling associated with tree removals for requirements associated with Northern Long-Eared Bats and other protected species. g) Prepare, submit, and obtain all necessary permits in association with the project. The City will be responsible for any costs associated with submission of permits. These costs can be estimated in the proposal but do not need to be included in the Consultant’s final cost. h) Identify areas where right-of-way or easements are required, if any. 551 i) Preparation of preliminary and final assessment rolls. j) Public engagement support. The level of public engagement during design is to be outlined by the consultant in the work plan of their proposal with any value-added costs identified in the fee spreadsheet. At a minimum, plan for two (2) public open houses and exhibit preparation, routine project webpage updates during design (hosted on the city’s website), and preparation of a mailed resident survey that asks for input around both project wide improvements and property specific impacts. A summarization of all resident input submitted via email, comment cards, resident survey, and other means shall be prepared by the consultant and used as a tracking mechanism during design. 3. Bidding. a) Bidding services including coordination regarding the advertisement for bid, posting electronic bid documents, answering bidder’s questions, maintaining a bid holder’s list, attending a bid opening at City Hall, tabulating bids, analysis, and providing a recommendation. Online bidding will be acceptable. 4. Design Surveying. a) GIS data will be provided to the Consultant to use as a starting point for a basemap for the design in the rehabilitation areas. Available as-built information will also be provided to the consultant by the City. The Consultant shall obtain supplemental field surveying at select areas of the project as needed in the rehabilitation area and as determined during the design phase. Specific data may include tree locations and size for impacted trees, ADA compliance, private utility locations (consultant shall obtain small utility mapping as necessary), structure rim and invert elevations, drainage and grade refinements, EOF’s, finished floor elevations, and locating existing right of way and/or easements within the project area. An accurate basemap in CAD format (.dwg) is required to be developed by the consultant that includes updates based on as-built review and field survey information. The Consultant shall include an allowance of $10,000 to cover the cost of field design surveying needs as the level of effort needed is unknown at this time. b) The Consultant shall provide cost in their proposal for a complete design survey in the reconstruction area. All of the necessary information within the existing right-of-way and easements for the subsequent design shall be gathered. This shall include property corners, topographic data, tree locations and sizes, landscaping, all existing public and private utilities, retaining walls, and other property features as needed. Coordination with the County Surveyor as necessary shall be included in the scope. 5. Meetings. It is anticipated the Consultant shall prepare agenda and minutes, handouts, exhibits, and have key staff attend in person: a) Three (3) City Council meetings. b) Two (2) neighborhood informational meetings for the entire project area. 552 c) Staff meetings for design coordination as necessary, which likely can be held virtually or routine PMT meetings as desired by the consultant. d) Individual property owner meetings held on-site as needed – assume five (5) meetings for this proposal. e) Preconstruction meeting. f) Weekly meetings during construction. 6. Construction Surveying. a) Consultant shall include an allowance of $30,000 to cover the cost of construction staking as the level of effort cannot be determined at this time. 7. Construction Administration and Inspection. a) Construction administration services will be required including submittal review, answering design questions and responding to RFI’s, preparation and review of pay requests, construction coordination with residents, preparation of weekly project updates, attending weekly meetings including preparation of meeting minutes, monitoring and review of NPDES permit documentation, negotiating and processing change orders, Spring work the following season, and final closeout. b) Construction inspection services shall include time on-site to monitor the construction, perform utility coordination, coordinate with residents as necessary, track quantities, attend weekly coordination meetings, coordinate with the City’s staff as needed, prepare daily reports, monitor all BMPs associated with the SWPPP and document compliance, and generally work with the Contractor. The inspector shall document and track all private utility interruptions and hits caused by the project. The Consultant should include 1350 hours of inspection time in their proposal. 100 of the inspection hours shall be reserved for the following Spring to close-out the project and subsequent warranty review inspections/follow-up. The consultant shall factor adjusted billing rates into the proposal for any necessary rate increases for time expended the following season. The billing rates will not be allowed not adjust during the project because it would reduce the amount of hours. The Consultant shall have the capacity to provide a second inspector on-site when construction dictates additional assistance is necessary. The primary inspector shall be certified through the Erosion and Stormwater Management program through the University of Minnesota. Complete daily reports for the past month shall be submitted with each pay application. c) The city will contract separately for geotechnical and materials testing during construction, however the consultant will coordinate and review all testing with the selected geotechnical firm during construction. 553 8. Preparation of as-built drawings and project closeout. a) As-builts shall be completed and submitted to the city after the project is substantially complete. The as-built requirements shall comply with section 9.19 of the City’s General Conditions. b) Provide completed MnDOT ADA Compliance Checklists with the as-builts. c) The consultant shall coordinate all final documentation required to close out the construction contract. d) All as-built information shall be provided no later than 45 days after the final construction pay request has been approved. C. Project Goals. The goals of the project are as follows, in no particular order of importance. These goals support the City’s Strategic Priorities. 1. Develop an appropriate pavement rehabilitation technique that meets design budget. (Financial Sustainability and Asset Management) 2. Incorporate appropriate improvements to public utilities and systems in the vicinity of the project by leveraging the opportunity of the street rehabilitation. (Asset Management) 3. Implement a project schedule that leverages an advantageous bidding climate. (Financial Sustainability) 4. Preparation of contract documents to a level of detail that meets City standards, minimizes cost and schedule risk exposure to the City, and clearly addresses impacts to private property. (Financial Sustainability, Asset Management and Operational Excellence) 5. Proactive communication with impacted residents and property owners. (Communication and Operational Excellence) 6. Develop trust between City and Consultant; and between City and Residents. (Communication and Operational Excellence) D. Project Schedule. The following is the estimated project schedule: Award Consultant Contract at City Council Neighborhood Project Open House Accept Feasibility Report; Call Public Hearing Public Hearing Approve Plans & Specifications Bid Opening Neighborhood Meeting Assessment Hearing; Award Contract Start Construction Substantial Construction Complete Final Completion October 23, 2023 November, 2023 December, 2023 January, 2024 February, 2024 Late March, 2024 April, 2024 April 22, 2024 May, 2024 October, 2024 Spring 2025 554 III. PROPOSAL A. Delivery of Proposals All proposals must be emailed to Assistant City Engineer George Bender at: gbender@chanhassenmn.gov All proposals must be received no later than 2:00 p.m. (central time) on Friday, October 13, 2023. Late proposals will not be considered. B. Proposal shall include at a minimum, the following: 1. Identification of the offering firm, including name, address and telephone number. 2. Acknowledgement of receipt of RFP addenda, if any. 3. Name, title, address, email address and telephone numbers of contact person during period of proposal evaluation. 4. Identify key team members and areas of responsibility, include resumes. 5. A brief, concise work plan that demonstrates the Consultant's understanding of the project and what needs to be done to successfully complete the scope of work, including overall project schedule. Special consideration will be giving for innovative public engagement during both design and construction phases. 6. A detailed not-to-exceed cost breakdown, in spreadsheet format, for performing the work including time and hourly rates for each team member, materials, equipment, and subcontractors required, if any. Costs shall be broken out into areas as indicated in Section II, Paragraph B. The estimate shall clearly identify any proposed alternates and reimbursable expenses. 7. Other services outside the scope of this proposal that the firm feels may be needed, if any. The Consultant also may propose cost-savings items. Any modifications shall be noted separately in the proposal and not part of the overall not-to-exceed fee. 8. Any exceptions to the requirements in this RFP, including the language in the contractual terms, must be included in the proposal. If the Consultant proposes changes to the scope of work, include a description, reason for the change and added/deducted engineering costs. Segregate all exceptions as a separate element of the proposal under the heading "Exceptions and Deviations". C. Proposal Evaluation Proposals will be evaluated based on the following criteria: 1. Completeness and quality of the proposal including a demonstrated understanding of the scope as it relates to the stated goals of the project and conformance with the RFP. (40%) 2. Resources of firm and experience of key personnel identified in the proposal to perform the scope of services and the firm’s ability to meet the project schedule. 555 Proposed personnel availability shall be clear within the proposal. Experience includes past performance on similar projects and experience on previous City of Chanhassen projects. (25%) 3. Fee. (35%) Interviews are not anticipated to be utilized as part of proposal evaluation process but the City reserves the right to interview firms to make a determination regarding the final selection. 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 1 201749v1 PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this ________ day of ___________________, 20__, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and __________________________________________ "Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. SCOPE OF SERVICES. The City retains Consultant for_____________________. 2. CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents," all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Professional Services Agreement; B. Request for quote – __________________ dated ______, 20___; C. Insurance Certificate; D. Consultant’s ______, 20___ proposal for___________________ (“Proposal”). In the event of conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts, with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 3. COMPENSATION. Consultant shall be paid by the City for the services described in the Proposal a not to exceed fee of __________________ Dollars ($_____, inclusive of expenses. Services performed directly by Consultant shall be paid at an hourly rate in accordance with the Proposal, subject to the not to exceed fee. The not to exceed fees and expenses shall not be adjusted if the estimated hours to perform a task, the number of required meetings, or any other estimate or assumption is exceeded. Consultant shall bill the City as the work progresses. Payment shall be made by the City within thirty-five (35) days of receipt of an invoice. 4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and information generated in connection with performance of this Agreement shall be the property of the City. The City may use the information for its purposes. 5. CHANGE ORDERS. All change orders, regardless of amount, must be approved in advance and in writing by the City. No payment will be due or made for work done in advance of such approval. 580 2 201749v1 6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 7. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional consultant under similar circumstances. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficien cies in the accuracy of Consultant’s services. 8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its officers, agents, and employees, of and from any and all claims, demands, actions, causes of action, including costs and attorney's fees, arising out of or by reason of the execution or performance of the services provided for herein and further agrees to defend at its sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising hereunder. 9. INSURANCE. Consultant shall secure and maintain such insurance as will protect Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims for bodily injury, death, or property damage which may arise from the performance of services under this Agreement. Such insurance shall be written for amounts not less than: Commercial General Liability $2,000,000 each occurrence/aggregate Automobile Liability $2,000,000 combined single limit Professional Liability $2,000,000 each occurrence/aggregate The City shall be named as an additional insured on the general liability policy on a primary and non- contributory basis. Before commencing work, the Consultant shall provide the City a certificate of insurance evidencing the required insurance coverage in a form acceptable to City. 10. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not an employee of the City and is free to contract with other entities as provided herein. Consultant shall be responsible for selecting the means and methods of performing the work. Consultant shall furnish any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent that Consultant or any of Consultant's agents or employees are in any manner agents or employees of the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 581 3 201749v1 11. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Consultant shall comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of a month to subcontractors on any undisputed amount not paid on time to subcontractors. The minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars ($100.00) or more is Ten Dollars ($10.00). 12. CONTROLLING LAW/VENUE. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County Minnesota. 13. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Consultant receives a request to release data, Consultant must immediately notify City. City will give Consultant instructions concerning the release of the data to the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 14. COPYRIGHT. Consultant shall defend actions or claims charging infringement of any copyright or software license by reason of the use or adoption of any software, designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom. 15. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract requires, or the Consultant desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and hold harmless the City from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the services agreed to be performed under the Contract, and shall indemnify and defend the City for any costs, liability, expenses and attorney's fees that result from any such infringement. 582 4 201749v1 16. RECORDS. Consultant shall maintain complete and accurate records of hours worked and expenses involved in the performance of services. 17. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising herein, without the written consent of the other party. 18. WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 19. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 20. TERMINATION. This Agreement may be terminated by the City for any reason or for convenience upon written notice to the Consultant. In the event of termination, the City shall be obligated to the Consultant for payment of amounts due and owing including pa yment for services performed or furnished to the date and time of termination. Dated: _______________, 20__. CITY OF CHANHASSEN BY: _____________________________________________ Elise Ryan, Mayor BY: _____________________________________________ Laurie Hokkanen, City Manager Dated: _______________, 20__. _______________________ BY: _____________________________________________ Its 583 2024 City Street Rehabilitation Project For the City of Chanhassen, MN October 2023 584 DEAR MEMBERS OF THE SELECTION COMMITTEE: Kimley-Horn is proud of the relationships we have built with Chanhassen staff and the projects we have completed in the City over the past 20 years. From small construction tasks to large multi-million-dollar design projects, Kimley- Horn has proven that we can deliver quality products that achieve the City’s goals and vision – all within your budget and schedule. We have assembled a consultant team that is best equipped to deliver the 2024 City Street Rehabilitation Project and brings the following benefits: A TEAM YOU KNOW AND TRUST. Our team has a longstanding relationship with the City. Chadd Larson, our deputy project manager, and Bob Schmidt, our senior construction inspector, have delivered projects for the City for nearly two decades and Michael Kirsch, our project manager, grew up in Chanhassen. Through our past work on previous projects for the City, we know your priorities and processes, have proven our ability to produce quality deliverables and meet schedules, and have established a trusted relationship with you along the way. As always, you can depend on Kimley-Horn to provide the leadership needed to deliver your projects successfully. UNMATCHED DESIGN EXPERIENCE. Kimley-Horn has completed numerous roadway design projects for the City including the recent CSAH 101 Improvements and Minnewashta Parkway Rehabilitation project. We will utilize best practices from the 2021 City Pavement Rehabilitation Project to streamline the design of this project. Our experienced team already knows the City’s priorities and processes, which will reduce the amount of City staff time needed on this project. A LOCAL PRESENCE. Kimley-Horn opened a new office in Eden Prairie in 2022. Our project manager, Michael Kirsch, is located in this office, which is a short drive to Chanhassen City Hall. This local presence will allow Michael to provide a high level of responsiveness, including meeting with City staff on short notice during design or visiting the project site during construction to resolve an issue. As your local team, we will respond quickly to address concerns, provide solutions, and deliver exceptional client service. We value the relationship that we have with the City of Chanhassen and look forward to continuing to serve as your consultant for this project. As we have in the past, we commit to providing deliverables and solutions that meet or exceed your expectations. Please contact me with any questions about our proposal or for more information 651.643.0481 or michael.kirsch@kimley-horn.com. Sincerely, Michael Kirsch, P.E. Project Manager Chadd Larson, P.E. Deputy Project Manager RE: City Street Rehabilitation Project OCTOBER 13, 2023 TO: GEORGE BENDER, P.E. Assistant City Engineer City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1164 gbender@ci.chanhassen.mn.us FROM: KIMLEY-HORN 767 Eustis Street Suite 100 Saint Paul, MN 55114 585 PROJECT UNDERSTANDING We understand that the City of Chanhassen is seeking a consultant to provide engineering and surveying services for the rehabilitation or reconstruction of approximately 2.66 miles of local roadways and additional utility upgrades. The general areas of improvement are: • Chan View Area • Stone Creek Area Maps detailing the roadways to be rehabilitated and reconstructed within these project areas are included in the RFP. The improvements within the project limits will include: • Full depth reclamation (0.66 miles) • Mill and overlay (0.73 miles) • Full reconstruction (1.27 miles) • Spot soil correction or reconstruction (all areas) • Spot curb and gutter replacement (rehab areas) • Full curb and gutter replacement (reconstruction areas) • ADA improvements • Stormwater management spot repairs • Sanitary sewer spot repairs • Water main spot repairs The City will conduct a geotechnical assessment under a separate contract to inform the analysis of proper roadway pavement rehabilitation and drainage improvement techniques throughout the project. We will coordinate with the geotechnical consultant and utilize MNPave design application to determine the best pavement rehabilitation method for each project area within budget. These pavement improvements may require a combination of mill and overlay, pavement reclamation, and/or reconstruction for the best results and optimal lifespan. Many of the pavement areas and curb and gutter within the interior streets of the Chan View area have exceeded their life cycle for rehabilitation practices. For the purposes of this proposal, we have assumed the reconstruction areas will be full urban sections with curb and gutter replacement. The water mains in this area are various sizes and materials. The break history of these water mains will be evaluated by our utility engineer, Justin Conner, in partnership with Water Conservation Services, Inc., to use acoustic water main leak detection to locate potential spot repairs. We will coordinate with City staff to determine the necessary improvements to the water main infrastructure. We understand that none of the project areas have had major utility upgrades or replacements since their original construction. While we have recent experience with trenchless water main improvements in Chanhassen and elsewhere, for the purposes of this proposal, we have assumed the majority of non-cast iron pipe will be limited to valve bolt replacement and other minor repairs. We will review the rehabilitation areas for trenchless lining improvements upon our analysis. Since the water main in the reconstruction area is cast iron, we are assuming that the majority of it will need a full replacement. We also understand this will require full water main design plans, including profiles. We understand the City has had continuous issues with corrosive soils deteriorating their water mains, and we will build on our knowledge gained from the 2021 City Pavement Rehabilitation project to specify bolt replacement of the water main valves to extend the life of the City’s water main infrastructure. The City has televised the sanitary sewers in the project areas and found that the sewers are generally in adequate condition in the rehabilitation areas. We understand that improvement recommendations to the sanitary structures will be identified by City staff as well. Our utility engineer and construction inspector will review the televising reports and provide recommendations for sewer improvements; however, for the purposes of this proposal, we have not assumed any significant sanitary 3 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 586 sewer improvements in the rehabilitation and mill and overlay areas. In the reconstruction area, we will evaluate the sanitary sewer condition and do full replacements, as needed. We understand this would require full sanitary sewer design plans, including profiles. We understand that City staff has also televised the storm system in each project area and will provide recommendations for any needed improvements. We will have our utility design engineer and inspector review these reports and make recommendations. The project areas include culverts, gravity storm sewers, draintile, and stormwater basins. Our team will work with the City to use existing HydroCAD models to complete a high-level evaluation of the existing capacity of the storm sewer system and ponds to determine their adequacy. We understand that of the five stormwater Best Management Practices (BMPs), three have a Stormwater Pond Asset Management Program (SWAMP) score below 50. We anticipate the stormwater basin in the Stone Creek project area, just south of Andrew Court, to be one of the ponds we evaluate and provide a Pond Feasibility Memorandum for. We also anticipate the need to add sumps to existing drainage structures prior to discharge into ponds, wetland, and water bodies. We will further evaluate the City’s SWAMP program to identify potential pond cleanout that may benefit from mobilization of the work done in the adjacent areas. Design and plan preparation for additional pond cleanout work can be provided subsequently as an additional service. We understand that the Chan View project area has no existing stormwater BMPs. We understand the City is working with the owners at 621 Santa Vera Drive to add a stormwater BMP on their property. Kimley-Horn is working with the City on the P4.5 regional basin (Market Boulevard) shared with MnDOT and Riley Purgatory Bluff Creek Watershed District (RPBCWD) to resize for additional stormwater water quality treatment credits to account for this project. We have assumed that additional review and design of stormwater treatment and drainage conveyance will need to be done within the Chan View area and much of the curb in this area will need to be reconstructed. We will review and determine how the National Pollutant Discharge Elimination System (NPDES) and RPBCWD rules will apply to this project. We will coordinate with the RPBCWD on any necessary approvals for the project. Kimley-Horn will develop a Storm Water Pollution Prevention Plan (SWPPP) for each of the project areas. We have assumed that the public engagement during the design phase will consist of informational meetings in which we will prepare materials for and attend. We understand that the City currently maintains a project website during construction projects and sends out notifications using its Notify Me system. We have identified that additional support may be beneficial for construction communication. Many stakeholders are aware of this project but may not be aware of specific timing or staging. We can offer the following additional support services during construction: • Create a user-friendly map-based platform using our proprietary Kimley-Horn tool, PublicCoordinate, to share construction updates. It’s mobile, tablet and desktop-friendly interface makes it easy to view wherever you are located. It also provides the ability to toggle between multiple project phases in one map • Create postcards that can be mailed with construction updates • Provide the content for the City hosted website • Use social media (existing accounts the city owns) to share updates or short videos captured of construction activities Kimley-Horn developed our own proprietary software specifically for enhancing the public input process. It is a simple, user-friendly, interactive map-based platform to share information with the public and gather data-driven feedback at specific times during the engagement process. www.publiccoordinate.com 4 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 587 SCOPE OF WORK The following is a summary of the proposed scope of work to be completed for these improvements: Project management Manage project within scope and under budget. Design Services Preparation of Feasibility Report We will prepare a feasibility report that meets MS 429 requirements and will accomplish the following objectives: • Identify roadway improvements • Identify rehabilitation methods for project areas based upon field inspection and analysis of pavement ratings provided in the RFP. • Identify storm water improvements based on video and inspection reports • Identify and submit a Pond Feasibility Memorandum (for up to one pond) • Identify water main improvements and trenchless rehabilitation methods • Identify sanitary sewer improvements based on video and inspection reports • Identify right-of-way/easement requirements for the project • Identify estimated costs for the project and develop a financing plan • Prepare a preliminary assessment roll based on City standard assessment practices • Identify a proposed schedule for the construction of the improvements Preparation of 360-Degree Video • Prepare 360-degree video of the entire project corridor • Provide in a digital format along the roadway improvements, from a street view perspective Preparation of Preliminary and Final Plans We will prepare preliminary and final plans for the proposed roadway, storm sewer, sanitary sewer, and water main improvements for the project. We have made the following assumptions for the scope of work for each project area: • As stated in the RFP, there are areas of full reconstruction, reclamation, and mill and overlay • We will review the geotechnical report to make pavement rehabilitation and spot soil correction recommendations • Storm water improvements, including structure replacements, as necessary and at a minimum to meet applicable permit requirements • Water main improvements based on break history and City staff review of existing bolting, gate valves, and/or hydrants. We have assumed all areas of reconstruction will require full replacement of watermain • We will review sanitary sewer video and inspection reports to determine the scope of additional sanitary sewer repair or replacement • Upon completion of the final design, we will prepare an engineer’s estimate for the project broken down by source of funding FINAL DESIGN SUBMITTALS: ✓60% Plan Review: We will submit engineering plans including existing conditions, typical sections, alignments, profiles, roadway plans, intersection detail plans, drainage plans, pond maintenance plan (as necessary), sanitary plans, water main plans, engineer’s opinion of probable cost. ✓90% Plan Review: We will submit a complete plan set and engineer’s opinion of probable cost. ✓Final Plan Approval: We will submit final design plans, specifications, and engineer’s opinion of probable cost. • Based on our recent experience on the 2021 Pavement Rehabilitation project, we understand the importance of reviewing the City’s as-built information. We have provided a separate task under Design Services to review the as-built information and determine where additional topographic survey may be needed to supplement the GIS data in the rehabilitation and mill and overlay areas. We will create a basemap in CAD format (.dwg) that includes GIS, as-built and supplemental survey information. 5 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 588 • We will perform a Gopher State One Call to request utility design mapping and add this information to the plans. We have provided a separate task under Design Services for private utility coordination. • We will review all of the ponds within the project area and recommend maintenance practices, if necessary. We will include a maintenance access route with the City's right-of-way or easements to perform these cleanout or maintenance practices. We will design and identify the most feasible practices for pond cleanout for up to one pond in the project area. We will include a maintenance access route within City right-of-way or easements to perform these cleanouts. We have provided a separate task under Design Services for these pond cleanout plans, if requested by the City as an addendum. Obtain All Necessary Permits for the Project We will prepare, submit, and obtain all necessary permits and approvals for the project. We have assumed the following permits and approvals: • RPBCWD review and approval –Based on the current scope, the project will trigger the watershed’s stormwater permitting requirements, subsection 3.2 Criteria for Linear Projects. This will require a drainage report including TP/TSS removals, water quality treatment, abstraction, and peak discharge rate reduction. The project will require review and approval by the watershed for their erosion control requirements as well • NPDES permit –Based on the current scope, the project will require an NPDES permit We will also prepare a stormwater pollution prevention plan for the project. Identify Right-of-Way/Easements Required We will identify any additional right-of-way or easements that may be required for the project including access routes to potential pond maintenance. We have assumed that right-of-way or easement document preparation will be an additional service. P3.4 Preparation of Assessment Rolls We will work with City staff to prepare, draft, and finalize assessment rolls based on actual bid prices, following the MS 429 assessment process. Public Engagement Support We will prepare materials for two neighborhood informational meetings consisting of the following items: • Mailer notifications inviting residents to the open house • Sign-in sheet, comment cards, and meeting directional signage • Welcome board • Project background board • Proposed project area exhibits We will work with City staff to prepare other public engagement materials as outlined in the project understanding to meet the project needs during design and construction. We have assumed up to 40 hours for additional public engagement support. Bidding Services We will prepare an advertisement for bids for the project, distribute plans and specifications, respond to bidder’s inquiries, issue addenda as needed, attend the bid opening, tabulate the bid results, and prepare a bid summary letter. 6 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 589 Surveying for Design Services Topographic survey for final design will be completed by Kimley-Horn subconsultant, EFN. We have included a fee of $13,000 to provide full topographic and utility survey to supplement GIS and as-built data. Full topographic and utility survey limits will be expanded 10-feet beyond existing right-of-way limits. Utility mapping in conformance with Subsurface Utility Engineering Quality Level C. Per the RFP, we have included an additional $10,000. We will coordinate with City staff to determine where topographic field survey would be beneficial based on the preliminary and final design. Meetings We have assumed that we will prepare presentation materials for and attend the following meetings for the project: • Three city council meetings • Two neighborhood informational meetings for the entire project • Staff meetings as necessary – assumed four to be held either virtually or in-person • Individual property owner meetings as needed – assumed five meetings in-person and on-site • Twenty construction meetings that we will facilitate, including a preconstruction meeting Surveying for Construction Services Construction staking will be completed by a Kimley-Horn subconsultant, EFN. Per the RFP, we have included an allocation of $30,000 to cover the cost of construction staking. Construction Observation and Administration • We have included construction administration time to assist with the following: –Submittal review –Answering design questions and responding to RFI’s –Reviewing pay requests and processing change orders –Coordinating with residents. –Weekly project updates to City staff –Coordinating all testing with the City selected geotechnical firm –Final project closeout • We have assumed that we will provide full-time construction observation for the project and have included 1,350 hours of inspection time • We will assist the City in preparation of the construction materials testing RFP required for the project. We understand the city will contract this work separately. As-Built Preparation • Upon completion of the improvements, we will provide surveying to obtain as-built information. We will provide as-builts meeting City standards/requirements. We have assumed any as-built survey will be included in the allocation for construction staking • Final project closeout We have assumed that the City will provide the following information for the project: • GIS Information • As-built drawings • Water main break history and background for existing bolting, gate valves, and hydrants • Sanitary sewer video and inspection reports • Storm sewer video and inspection reports P1.13 7 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 590 PROJECT EXPERIENCE Minnewashta Parkway Rehabilitation B CHANHASSEN, MN Kimley-Horn provided final design and construction phase services for the rehabilitation of 8,000 feet of Minnewashta Parkway from Trunk Highway 5 to Trunk Highway 7. The roadway improvements included the reclamation of the bituminous pavement, spot curb replacement, and new bituminous pavement. An existing bituminous trail that traveled along the roadway was rehabilitated and reconstructed to meet ADA standards. The existing 12-inch water main required rehabilitation as well using a trenchless technique called pipe bursting. This two-year construction project was substantially complete in the fall of 2021. 2021 City Pavement Rehabilitation Project B CHANHASSEN, MN Kimley-Horn provided final design services including the rehabilitation of 6.2 miles of roadways in the Lake Lucy Road Area, Redwing Lane Area, Choctaw Circle Area, Kurvers Point Road Area, March Drive Area, and Trappers Pass Area. The pavement rehabilitation included a combination of pavement reclamation and mill and overlay. The project included improvements to existing drainage structures as well as maintenance on an existing BMP in the Trappers Pass Area. Water main improvements included the replacement of the bolts on all existing gate valves in the project area. In addition to final design services, Kimley- Horn provided public involvement, surveying, and support during the construction of the project. The construction of the project was complete in the fall of 2021. CSAH 101 from CSAH 14 (Pioneer Trail) to CSAH 61 (Flying Cloud Drive) B CHANHASSEN, MN Kimley-Horn provided preliminary engineering, EAW preparation, final design services, and construction phase services for the reconstruction of the one-mile segment of CSAH 101 between CSAH 14 (Pioneer Trail) and CSAH 61 (Flying Cloud Drive) in Chanhassen. This segment of CSAH 101 was reconstructed from a two- lane rural section roadway to a four-lane divided urban section roadway to improve traffic safety, capacity, and connectivity issues. The project also included two pedestrian bridges, retaining walls, significant earthwork, and two stormwater treatment/detention areas. The project is a joint effort between the City of Chanhassen, Carver County, and MnDOT requiring coordination with all three agencies. This two-year construction project was substantially complete in the fall of 2021. 8 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 591 South Shore Trail Final Design B RAMSEY COUNTY, MN Kimley-Horn worked Ramsey County since 2019 to incorporate a mixed-use trail along 1.5 miles of South Shore Boulevard within the City of White Bear Lake and White Bear Township. Our services included the development of concepts for the incorporation of mixed- use trail including modifications to the existing roadway. Our team led a collaborative concept development and refinement process which generated several alternatives that were reviewed by County and City staff as well as the community through a public engagement program. Kimley-Horn facilitated the selection of a preferred concept in late 2020 which included conversion of a portion of the corridor roadway to one-way operation. Design considerations include safety of pedestrians, cyclists, and motorists; minimizing private property impacts; corridor aesthetics; waterfront views; and connections to neighborhood sidewalks and trails. The final design includes significant improvements to corridor drainage infrastructure; coordination with White Bear Lake public works staff to facilitate sanitary sewer, watermain, and streetlighting improvements; and private driveway improvements. Construction was completed in fall of 2022. Lake Street Improvements (Metro B Line) B HENNEPIN COUNTY, MN In parallel with B Line, Kimley-Horn designed the Lake Street Improvements project for Hennepin County to further enhance pedestrian mobility, roadway safety, and transit operations on Lake Street. The scope of the design includes ADA improvements, curb bump-outs to shorten crossings, a four-lane to three-lane conversion to improve safety, creation of a transit lane to improve transit speed and reliability, and mill/overlay of the asphalt pavement. The final design for the Lake Street Improvements and B Line stations east of Snelling Avenue is planned to be completed in 2022, with construction in 2023. The final design for the Lake Street Improvements and B Line stations west of Snelling Avenue is planned to be completed in 2023, with construction in 2024. 9 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 592 Eric Roeser, L.S. Survey, EFN Bob Schmidt Lead Inspector Justin Conner, P.E. Utility Project Engineer Michael Kirsch, P.E. Project Manager Chadd Larson, P.E. Deputy Project Manager David Deegan, EIT Project Engineer Bob Gilman Designer Ron Leaf, P.E. Drainage Project Engineer Organizational Chart PROJECT TEAM Michael Kirsch, P.E. Project Manager, 50% Michael has more than eight years of experience providing roadway, trail, drainage, and utility design services to multiple municipal and county clients throughout Minnesota. His knowledge includes preliminary and final design of roadways and trails as well as design of storm sewer, sanitary sewer, and water main. He specializes in the design of roadways (full reconstruction, mill and overlay, and pavement rehabilitation), ADA design, stormwater design, and watershed district review. His construction phase services experience includes construction observation for multiple municipal and county roadways, box culverts, street lighting, storm sewer, BMPs, and trail construction. PROFESSIONAL CREDENTIALS ✓Bachelor of Science, Civil Engineering, Iowa State University ✓Professional Engineer in MN PROJECT EXPERIENCE • Copeland Road Improvements, Independence, MN — Project Manager • South Shore Boulevard Reconstruction, Ramsey County, MN — Project Engineer/Project Manager • Hennepin Dunwoody Bikeway, Minneapolis, MN — Project Engineer • Lake Street Improvements Rehabilitation, Hennepin County, MN — Civil Design Lead • CSAH 26 Reconstruction, Dakota County, MN — Project Engineer 10 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 593 Chadd Larson, P.E. Deputy Project Manager, 30% Chadd will provide oversight on all aspects of the design and construction of this project. He will leverage his extensive experience in Chanhassen to guide the project team from feasibility study through construction. He has 26 years of civil engineering experience, ranging from large-scale roadway design projects to smaller-scale municipal projects. His specialty is in roadway and municipal design. He has served as project manager on a variety of municipal projects ranging from planning studies to final design and construction administration. He specializes in projects that involve multiple agency coordination and understands the importance of communication through the planning, design, and construction of a project. PROFESSIONAL CREDENTIALS ✓Bachelor of Science, Civil Engineering, University of Minnesota ✓Professional Engineer in MN PROJECT EXPERIENCE • Market Boulevard Improvements, Chanhassen, MN — Project Manager • Minnewashta Parkway Improvements, Chanhassen, MN — Project Manager • CSAH 101 from CSAH 14 to CSAH 61, Chanhassen, MN — Design Task Manager • 2021 City Pavement Rehabilitation Project, Chanhassen, MN — Project Manager David Deegan, EIT Project Engineer, 30% David’s design engineering experience includes working on a variety of roadway, transit, trail, and utility design services for Hennepin County and Minneapolis. He is skilled in the preliminary and final roadway design, ADA design, and utility coordination. David will support Michael and Greg on the engineering design of the intersection improvements. He has collaborated with Brian Villa, Michael Kirsch, and Greg Brown on the preliminary and final design of ADA and transit improvements at over 50 intersections within the City of Minneapolis. David will assist with the preparation of civil plan sheets as well as utility and drainage modifications associated with the project. PROFESSIONAL CREDENTIALS ✓Bachelor of Science, Civil Engineering, Purdue University ✓Engineer-in-Training in MN PROJECT EXPERIENCE • South Shore Boulevard Reconstruction, Ramsey County, MN — Project Engineer • Lake Street Improvements, Hennepin County, MN — Project Engineer • Dunwoody Bikeway Improvements, Hennepin County, MN — Project Engineer • Ole Olson Trail, Minneapolis, MN — Project Engineer 11 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 594 Ron Leaf, P.E. Drainage Project Engineer, 40% Ron has 32 years of experience in the planning, design, and implementation of a variety of water resources projects. Ron has extensive experience with urban street reconstruction stormwater planning, design, permitting and construction. Ron has also developed maintenance plans for stormwater facilities including wet ponds, infiltration features, and multiple hydraulic structures. Ron is familiar with a wide range of green infrastructure practices that may be options for these challenging street reconstruction areas as well as coordination with the local watershed on regional plans such as on Market Boulevard. PROFESSIONAL CREDENTIALS ✓Master of Science, Agricultural Engineering, University of Minnesota ✓Bachelor of Science, Agricultural Engineering, University of Minnesota ✓Professional Engineering in MN PROJECT EXPERIENCE • Market Boulevard Stormwater Design and Downtown Regional Stormwater Study, Chanhassen MN — Lead Water Resources Engineer. • Cleveland Avenue Reconstruction, Ramsey County, MN — Lead Water Resources Engineer • White Bear Avenue Improvements, Larpenteur to Frost, Ramsey County, MN — Senior Water Resources Engineer/QC • Purple Line BRT Preliminary and Final Design, Ramsey County, MN — Water Resources Design Team Lead Justin Conner, P.E. Utility Project Engineer, 30% Justin has nine years of experience in design and construction administration of a variety of water and sanitary sewer projects. He has extensive experience with municipal utility projects, water main and sanitary sewer design and modeling, pipe evaluation and assessment, trenchless pipe installation and rehabilitation, manhole rehabilitation, public and private utility coordination, storm and sanitary lift stations, construction phasing, and temporary conveyance. Justin has utilized 360-video capture of existing pipe and structures, as well as 3D design platforms (Revit and BIM) to further design collaboration, increase efficiency, and minimize conflicts. On every project, Justin is focused on collaboration and coordination between disciplines and stakeholders which leads to quality design and sound decisions. PROFESSIONAL CREDENTIALS ✓Bachelor of Science, Civil and Environmental Engineering, University of Wisconsin-Madison ✓Professional Engineer in MN PROJECT EXPERIENCE • West 65th St. Reconstruction, Richfield, MN — Project Engineer • Concord Street Improvements, South St. Paul, MN — Project Engineer. • Hennepin Avenue South Reconstruction, Minneapolis, MN — Project Engineer • Grand Avenue Reconstruction, Minneapolis, MN — Project Engineer • Minnewashta Parkway Rehabilitation, Chanhassen, MN — Construction Observation Support 12 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 595 Bob Schmidt Lead Inspector, 20% Bob has 32 years of experience providing inspection and management services for all aspects of the construction process including project estimating, claim avoidance, project controls, utility and roadway construction, structural elements, signal and lighting systems, ADA construction, contract administration and closeout. Bob’s experience includes providing lead inspection efforts and contract administration oversight on Local, State and Federal Aid projects. During the construction phase Bob is skilled in all roadway construction activities, private and public utility coordination, resident and stakeholder coordination, regulatory agency oversight, quality control, maintenance of traffic, change order management, project documentation and closeout. His construction experience includes streets, water resources, sewer treatment, water tanks, well construction, lift stations, force mains, utilities, grading, bridges, tunnels, and retaining walls. PROFESSIONAL CREDENTIALS ✓Associate Degree, Civil Technology, St. Paul Technical College ✓NASSCO Pipe Assessment Certification PROJECT EXPERIENCE • TH 101 from CSAH 18 (Lyman Blvd.) to CSAH 14 (Pioneer Trail), Chanhassen, MN — Construction Administrator • TH 101 from CSAH 14 (Pioneer Trail) to CSAH 61 (Flying Cloud), Chanhassen, MN — Construction Administrator • TH 65 at 49th Avenue Pedestrian Bridge Construction Engineering Services, Columbia Heights, MN — Construction Administrator • Nicollet Avenue Reconstruction and Streetcar Planning, Minneapolis, MN — Construction Administrator Bob Gilman Designer, 30% Bob has 33 years of experience as a civil engineering designer. He has experience in a wide range of projects including new construction and reconstruction of highways and urban roadways. Projects include roadway layout, profiles, utilities, cross sections, pavement marking, signing, signalization, lighting, traffic control, earthwork, and bid item quantities computation. He has extensive experience in AutoCAD, Civil 3D and AutoTurn. Additionally, he is assistant chairperson for Minnesota’s Civil 3D Users Group. PROFESSIONAL CREDENTIALS ✓Engineering/Architectural/Drafting, Lake Area Vocational Technical Institute PROJECT EXPERIENCE • TH 101 from CSAH 14 Final Design, Chanhassen, MN — Designer • CSAH 101 Improvements, Chanhassen, MN — Designer • TH 101 and Pleasantview Road Improvements, Chanhassen, MN — Designer • Dogwood Road Improvements, Chanhassen, MN — Designer 13 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 596 Eric Roeser, LS | EFN Survey, 25% As a vice president of Egan, Field & Nowak, Inc. (EFN), Eric has 21 years of experience as a professional land surveyor. He is directly involved with project planning, cost estimating and supervision of all land surveying projects. He works with clients and EFN staff to provide quality and dependable surveying deliverables. Eric is also involved in client representation at public meetings, ALTA/NSPS Land Title Surveys, subdivision platting, topographic/utility surveys, construction staking, and as-built documentation. He also stays current on industry technology, allowing EFN to improve efficiency on a day-to-day basis. PROFESSIONAL CREDENTIALS ✓Bachelor of Science, Environmental and Public Health/Hydrogeology, University of Wisconsin-Eau Claire ✓Associate of Applied Science, Land Surveying, Flathead Valley Community College ✓Professional Land Surveyor in MN, WI, WY, ND, SD, MO, IL ✓Certified Federal Surveyor PROFESSIONAL EXPERIENCE • Launch Park, Lakeville, MN — Project Manager and Land Surveyor • County Road 42 Survey, Apple Valley, MN — Project Manager and Land Surveyor • Retaining Wall Replacement Survey, Lakeville, MN — Project Manager and Land Surveyor • Galway Ln. and 220th St. Improvements, Lakeville, MN — Project Manager and Land Surveyor 14 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 597 2023 2024 2025 O N D J F M A M J J A S O N D J F M A Project Management Feasibility Report Utility Identification & Coordination Public Engagement Preliminary & Final Design Construction Observation & Administration Agency Reviews 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 15 RSRD06053.2023 Project Deliverable MeetingProject Milestone Critical Path Schedule Kimley-Horn is committed to delivering this project within the contract period identified by the City. We will allocate the team members highlighted in this proposal to deliver this project on time and within budget. 60% Plans/OPC Public Hearing Neighborhood Meeting Neighborhood Meeting 90% Plans/Specs/OPC Preconstruction Meeting 100% Plans/Specs Bid Opening Accept Feasibility Report 12/11/2023 Notice To Proceed 598 16RSRD06053.2023 Title Deputy Project Manager Project Manager Project Engineer Design Engineer CADD Technician Lead Construction Inspector Construction Inspector Sub- Consultant Total Cost Total Hours 1. PROJECT MANAGEMENT, DESIGN, & BIDDING SERVICES a) Preparation of Feasibility Report 3 4 20 40 10 $10,895 77 b) Preparation of 360 Degree Video 2 4 16 4 $3,040 26 c) Preliminary and Final Plans 14 80 224 290 265 2 $119,670 875 d) Permitting and Approvals 2 12 30 60 30 $18,510 134 e) Right of Way/Easement Identification 1 2 4 $920 7 f) Preparation of Assessment Rolls 4 10 $1,950 14 g) Public Engagement Support 10 30 $5,550 40 h) Bidding Services 2 4 8 $2,040 14 TOTAL 19 99 296 442 325 6 $162,575 1187 2. DESIGN SURVEYING a) Design Surveying 100 $10,000 100 b) Final Design Surveying 130 $13,000 130 TOTAL 230 $10,000 230 3. MEETINGS a) City Council Meeting (3)6 2 3 $2,040 11 b) Neighborhood Information Meetings (2)4 4 $1,320 8 c) Staff Meetings As Necessary (4)8 8 $2,640 16 d) Individual Property Owner Meetings As Needed (5)10 5 $2,550 15 TOTAL 6 24 17 3 $8,550 50 4. SURVEYING FOR CONSTRUCTION SERVICES a) Construction Staking 300 $30,000 300 TOTAL 300 $30,000 300 5. CONSTRUCTION ADMINISTRATION & OBSERVATION a) Construction Administration 4 65 $12,600 69 b) Construction Observation 100 1250 $155,000 1350 TOTAL 4 65 100 1250 $167,600 1419 6. PREPARATION OF AS-BUILT DRAWINGS a) Prepare As-Built Drawings 2 20 8 $3,900 30 b) Project Closeout 2 10 $1,400 12 TOTAL 4 30 8 $5,300 42 PROJECT SUBTOTALS 29 188 317 442 358 108 1256 530 $384,025 3228 REIMBURSABLE EXPENSES $23,000 PROJECT TOTALS $407,025 3228 OPTIONAL/ADDITIONAL SERVICES Private Utility Mapping 8 24 40 40 $14,840 112 TOTAL 8 24 40 40 $14,840 112 ESTIMATED COST SUMMARY 599 EXCEPTIONS AND DEVIATIONS We have carefully reviewed the contractual terms and conditions. Kimley-Horn has consistently been able to negotiate fair and equitable terms with our clients. Our review has identified sections where we wish to propose, for your consideration, deviations from the language offered. We have included the amended language below in red. 4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and information generated in connection with performance of this Agreement shall be the property of the City. The City may use the information for its purposes. Any modifications made by the City to any of the Consultant’s documents, or any use, partial use or reuse of the documents without written authorization or adaptation by the Consultant will be at the City’s sole risk and without liability to the Consultant, and the City shall indemnify, defend and hold the Consultant harmless from all claims, damages, losses and expenses, including but not limited to attorneys’ fees, resulting therefrom. 8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its officers, agents, and employees, of and from any and all claims, demands, actions, causes of action, including costs and reasonable attorney’s fees, arising out of or by reason of the execution or to the extent caused by the negligent performance of the services provided for herein and further agrees to defend at its sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising hereunder. The Consultant shall not be held liable for the sole negligence of the City. 20. TERMINATION. This Agreement may be terminated by the City for any reason or for convenience upon written notice to the Consultant. In the event of termination, the City shall be obligated to the Consultant for payment of amounts due and owing including payment for services performed or furnished to the date and time of termination. The Consultant shall have the right to terminate this Agreement upon seven days’ notice to the City upon breach by City of any of its obligations under this Agreement. 17 RSRD06053.2023 2024 City Street Rehabilitation Project For the City of Chanhassen, MN 600 601 Completeness Resources Fee Reviewer #1 Completeness/Quality of Proposal Resources/Personnel Total Cost Fees Overall Score 40%25%$35.0%100.0% SEH 38%20%565,806.80$ 26.8%84.8% Bolton & Menk 30%23%530,115.00$ 28.6%81.6% Kimley-Horn 36%23%433,025.00$ 35.0%94.0% Reviewer #2 Completeness/Quality of Proposal Resources/Personnel Total Cost Fees Overall Score 40%25%$35.0%100.0% SEH 30%17%565,806.80$ 26.8%73.8% Bolton & Menk 39%23%530,115.00$ 28.6%90.6% Kimley-Horn 35%20%433,025.00$ 35.0%90.0% Reviewer #3 Completeness/Quality of Proposal Resources/Personnel Total Cost Fees Overall Score 40%25%$35.0%100.0% SEH 34%19%565,806.80$ 26.8%79.8% Bolton & Menk 38%24%530,115.00$ 28.6%90.6% Kimley-Horn 34%20%433,025.00$ 35.0%89.0% Reviewer #4 Completeness/Quality of Proposal Resources/Personnel Total Cost Fees Overall Score 40%25%$35.0%100.0% SEH 32%19%565,806.80$ 26.8%77.8% Bolton & Menk 35%24%530,115.00$ 28.6%87.6% Kimley-Horn 34%21%433,025.00$ 35.0%90.0% Average between all reviewers Completeness/Quality of Proposal Resources/Personnel Total Cost Fees Overall Score 40%25%$35.0%100.0% SEH 34%19%565,806.80$ 26.8%79.0% Bolton & Menk 36%24%530,115.00$ 28.6%87.6% Kimley-Horn 35%21%433,025.00$ 35.0%91.0% Notes: 2024 City Pavement Rehabilitation Project (Project No. 24-01) Completeness and quality of the proposal including a demonstrated understanding of the scope as it relates to the stated goals of the project and conformance with the RFP. This includes separation from other proposals by identifying specific items important to this City project. (40%) Resources of firm and experience of key personnel identified to perform the scope of services. This includes past performance on similar projects and experience on previous City of Chanhassen projects. (25%) Cost to perform all items identified to be completed within the RFP. (35%) K-H's proposal includes $14,840 in additional services for private utility mapping (they deleted this after it was questioned). K-H adjusted their proposal from $407,025 to $420,025 when their inspection plan was questioned. A $13,000 error was found in K- H's spreadsheet which increased their fee to $433,025. B&M's proposal includes $53,800 in additional services which is 300 hours of additional staff time for a second inspector and 80 hours of additional staff time for SWPPP inspections and reporting. SRF & WSB elected not to submit a proposal due to staff availability and the schedule associated with the work. 602 603 604 605 606 ###################################################### ###############################################################################################Lake Virginia Christmas Lake Lotus Lake Brendan Pond Lake Harrison Kerber Pond Lake Susan Rice Marsh Lake Lake Riley Rice Lake Lake St. Joe Lake Minnewashta Lake Ann Lake Lucy ST18 ST15 ST14 ST17 ST61 Minnewashta Regional Park North Lotus Lake Park Meadow Green Park Lake Ann Park Chanhassen Pond Park Chanhassen Nature Preserve Chanhassen Recreation Center Lake Susan Park Rice Marsh Lake Preserve Power Hill Park Fox Woods Preserve Bandimere Community Park Bluff Creek Golf Course Hesse Farm Park Preserve Lake Susan Preserve Raguet Wildlife Management Are MN Valley National Wildlife Re MN Landscape Arboretum Seminary Fen Scientific & Nat* Bluff Creek Preserve Independent School District 11 Independent School District 112 Independent School District 276 Riley Ridge Park Lake Ann Park Preserve SA5 SA7 SA101 SA41 SA5 )212 C C C C C Powers BlvdH w y212AudubonRdLyman Blvd Chanhassen RdA r b o r e t u m Blvd Pioneer Trl A r boretum Blvd GalpinBlvdHwy 212HazeltineBlvdMarketBlvdHwy 7 GreatPlainsB lvdFlying C l o u d D r C o R d 1 0 1 ST101 GH117 S S M M M M M M M M M Date Created: 7/25/2022 Document Path: K:\Departments\Engineering\CIP\2023-2027\CIP_5Year_2023-2027.aprxCreated By: City of Chanhassen - Engineering Department µ0 3,000 Feet 0 0.5 Mile 5-Year CIP Pavement Management Plan (PMP) - Streets (2023-2027) City of Chanhassen Legend 2023 2024 2025 2026 2027 Mill & Overlay Full Depth Reclamation ##Reconstruction S State/MnDOT Project C County Project M Municipal State Aid 607 City Council Item October 30, 2023 Item Ordinance XXX: Amending Chanhassen City Code, Chapter 1 - Definitions, Relevant to Central Business District Zoning District File No.Item No: C.19 Agenda Section CONSENT AGENDA Prepared By Eric Maass, Planning Director Reviewed By Eric Maass SUGGESTED ACTION "The Chanhassen City Council adopts a motion to adopt an ordinance amending Chanhassen City Code, Chapter 1 - Definitions, relevant to the Central Business District zoning district." Motion Type Majority Vote of the entire Council Strategic Priority Development & Redevelopment SUMMARY Following the passage of the updated standards for the downtown zoning district, staff has prepared definitions for terms now listed as permitted uses. The Planning Commission reviewed a draft of term definitions on October 3 and again on October 17 and is recommending approval of the proposed ordinance. A public hearing was held at the October 17 Planning Commission meeting. BACKGROUND DISCUSSION BUDGET 608 RECOMMENDATION The Planning Commission recommended unanimously that the City Council adopted the proposed ordinance amending city code definitions relevant to Central Business District zoning district. ATTACHMENTS Ordinance 609 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING CHANHASSEN CITY CODE CHAPTER 1 GENERAL PROVISIONS THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: SECTION 1. Chapter 1, General Provisions of the Chanhassen City Code, is hereby amended to include the following: Sec 1-2 Rules of Construction and Definitions Commercial Office means an establishment or place of business primarily engaged in providing services related to business needs, such as, but not limited to, co-working or general office space, financial institutions, and real estate offices. Commercial Retail means an establishment or place of business primarily engaged in selling goods or merchandise to the general public, such as, but not limited to, clothing, home goods, and specialty products. Commercial Services means an establishment or place of business primarily engaged in providing services related to personal needs, such as, but not limited to, health and recreation clubs, outpatient health services, salon/barber, massage, beauty aesthetics, dry cleaners, tattoo and piercings, and tailors. Entertainment means an establishment that provides indoor amusement including, but not limited to, activities such as bowling, cultural facilities, musical productions, theatre, billiards, dance halls/clubs, galleries, and amusement games. Government Services shall mean any department of state, federal, or municipal government that provides community services. Restaurant.See Restaurant, standard. SECTION 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 30th day of October 2023, by the City Council of the City of Chanhassen, Minnesota. Kim Meuwissen, City Clerk Elise Ryan, Mayor (Published in the Chanhassen Villager on ) 610 City Council Item October 30, 2023 Item Ordinance XXX: Amending Chanhassen City Code, Chapter 7 Adding Exceptions for Interim Use Permits (IUP) for Grading Activities in Excess of 1,000 Cubic Yards File No.Item No: C.20 Agenda Section CONSENT AGENDA Prepared By Joe Seidl, Water Resources Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts an ordinance amending Chanhassen City Code, Chapter 7 Adding Exceptions for Interim Use Permits (IUP) for grading activities in excess of 1,000 Cubic Yards. " Motion Type Majority Vote of the entire Council Strategic Priority Development & Redevelopment SUMMARY The City Code outlines that larger-scale earthwork projects in excess of 1,000 cubic yards are required to be processed as an interim use permit (IUP). An IUP requires both Planning Commission and City Council approval, which takes a longer time to approve than an administrative grading permit – several weeks compared to several days. The IUP approval process also creates additional work for city staff, the Planning Commission, and the City Council. There are certain project types where the IUP process is a formality that could be eliminated, which would allow the permit to be processed administratively. Ultimately, this code update would benefit project proposers by simplifying the review process and reducing the approval timeline. The two types of grading projects being considered for exception to the IUP requirement are: A project that creates a wetland bank. 611 A project with the main purpose of improving natural and/or water resources as approved by the City Engineer. BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends that the City Council adopt the proposed ordinance amending city code Article 7-32 to outline exceptions for processing grading permits as IUPs. ATTACHMENTS Ordinance 612 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING ARTICLE 7-III EXCAVATING, MINING, FILLING, AND GRADING OF THE CHANHASSEN CITY CODE THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA, ORDAINS: SECTION 1.Section 7-32 Permit Required of the City Code, City of Chanhassen, Minnesota, is hereby amended to read as follows: Sec 7-32 Permit Required Except as otherwise provided in this article, it shall be unlawful for anyone to work the earth without having first obtained a written permit from the city authorizing the same in accordance with this article. Active earthwork operations that predate this article that do not have a permit shall cease operations or obtain an earthwork permit within six months after the adoption of this article. Current permit holders shall come into compliance with the terms of this article no later than the renewal date of such permit holder's earthwork. Excavating, mining, filling, and grading permits for more than 5,000 square feet of disturbance or more than 50 cubic yards, but less than 1,000 cubic yards of material in a 12-month period may be processed administratively. Excavating, mining, filling, and grading of 1,000 cubic yards of material or more in a 12-month period shall be processed in the same manner as an interim use permit with the following exceptions, which may be processed administratively: (a) A project that creates a wetland bank (b) A project with the main purpose of improving natural and/or water resources as approved by the City Engineer Violations of any written permit condition shall constitute a misdemeanor violation of this chapter. SECTION 3.This ordinance shall be effective immediately after its passage and publication. PASSED AND ADOPTED this 30th day of October 2023 by the City Council of the City of Chanhassen, Minnesota. ATTEST: Kim Meuwissen City Clerk Elise Ryan, Mayor (Published in the Chanhassen Villager on ) 613 City Council Item October 30, 2023 Item Jennifer Ray Citizen Action Request File No.Item No: D.1 Agenda Section VISITOR PRESENTATIONS Prepared By Kim Meuwissen, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Jennifer Ray Citizen Action Request Form 614 Complete this form and submit it prior to the City Council meeting date you wish to present your request. Select City Council Meeting date you would like to attend **SKIPPED** In 2023, the Chanhassen City Council meets on the second and fourth Mondays of each month with the following exceptions: March 27, 2023 - Meeting rescheduled to March 20, 2023 December 25, 2023 - Meeting canceled Printable 2023 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 *Name Jennifer Ray *Address 775 West 96th Street Chanhassen MN 55317 *Phone * Email Council Action Requested * Provide a brief description of the action you are requesting from the City Council. Question to the members and mayor, "Do you think it's acceptable to for the county of Carver to run their Absentee Ballot Board contrary to that on the League of Women Voter's website? Where it denotes vetted party balance for processing all absentee ballots including running them through the machines and adjudicating by party balance those ballots that are rejected. 1. Are they aware that we throw the absentee ballots in a plastic postal bin, no chain of custody, no seals. 2. Then at night, one person puts all the ballots through the machine and adjudicates all rejected balance without party balance? Is this acceptable practice? IF yes, we just want to know. IF no, "we want to know what you are willing to do about it?" Do you agree that sending the absentee ballots to the precincts for processing/putting in the machine with party balance is a good idea? Have handout of info from the league with their "safeguards" from their website for you. Couldn't find "attach" on this submission form. Wouldn't copy and paste either. Thank you!! Jennifer Ray Summary of Information * Provide a narrative of the request including need, costs, timetable, background, etc. Time: As soon as possible. First opportunity. Cost: Zero 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 selected meeting date. Contact Questions? Contact City Clerk Kim Meuwissen at 952-227-1107 or by email. Page | 1 615