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Agenda Packets - 2025/05/11
CITY OF MOUNDS VIEW CITY COUNCIL MEETING AGENDA MOUNDS VIEW CITY HALL Monday, May 11, 2026 6:00 p.m. 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL: Lindstrom, Gunn, Meehlhause, Clark, Smith 4. APPROVAL OF AGENDA 5. CONSENT AGENDA A. Approval of Minutes: April 27, 2026 B. Just and Correct Claims 6. SPECIAL ORDER OF BUSINESS A. LB Carlson 2025 Audit Presentation —Aaron Nielsen, Principal B. National Public Works Week Proclamation (to be read aloud) C. 2026 MVPD Quarter 1 Report- Chief Zender 7. PUBLIC COMMENT Citizens may speak to issues not on tonight's agenda. Before speaking, please give your name and address for the minutes. Also, please limit your comments to three minutes. As a reminder, public comment is for addressing the Council only. Comments or concerns regarding Staff must be submitted in writing to the Mayor or City Administrator. Failure to respect these guidelines will result in me asking you to cease commenting and asking you to return to your seat. That said, is there anyone here for public comment? 8. COUNCIL BUSINESS A. Resolution 10251 Approving the Final Plat and Wetland Buffer Permit for a Subdivision of 7687 Long Lake Road B. Introduction and First Reading of Ordinance 1064 Amending the Zoning Ordinance Regarding Height of Attached Accessory Structures 9. REPORTS A. Reports of Mayor and Council B. Reports of Staff 10. NEXT COUNCIL WORK SESSION: Monday, June 1, 2026 at 6:00 pm NEXT COUNCIL MEETING: Tuesday, May 26, 2026 at 6:00 pm 11. ADJOURNMENT I PROCEEDINGS OF THE MOUNDS VIEW CITY COUNCIL 2 CITY OF MOUNDS VIEW 3 RAMSEY COUNTY, MINNESOTA 4 5 Regular Meeting 6 April 27, 2026 7 Mounds View City Hall 8 2401 Mounds View Boulevard, Mounds View, MN 55112 9 6:00 P.M. 10 11 12 1. MEETING IS CALLED TO ORDER 13 14 2. PLEDGE OF ALLEGIANCE 15 16 3. ROLL CALL: Clark, Gunn, Lindstrom, Meehlhause and Smith 17 18 NOT PRESENT: None. 19 20 4. APPROVAL OF AGENDA 21 A. Monday,April 27, 2026, City Council Agenda. 22 23 MOTION/SECOND: Gunn/Smith. To Approve the Monday,April 27,2026, agenda as presented. 24 25 Ayes—5 Nays—0 Motion carried. 26 27 5. CONSENT AGENDA 28 A. Approval of Minutes: April 13, 2026. 29 B. Just and Correct Claims. 30 C. Resolution 10240,Adopting and Reporting Performance Measures. 31 D. Financial Report for the Quarter Ended March 31, 2026. 32 E. Resolution 10242,Approving 3-year contract with Guardian Pest Solutions for 33 Pest Control at City Hall, Community Center and Public Works Facilities. 34 F. Resolution 10248,Approving $7,950 for Rental Assistance/Support. 35 G. Resolution 10249,Authorize Internal Office Assistant Recruitment Process. 36 37 MOTION/SECOND: Clark/Meehlhause. To Approve the Consent Agenda as presented. 38 39 Ayes 5 Nays—0 Motion carried. 40 41 6. SPECIAL ORDER OF BUSINESS 42 43 None. 44 45 7. PUBLIC COMMENT 46 Mounds View City Council April 27, 2026 Regular Meeting Page 2 1 Mayor Lindstrom encouraged the public to speak with kindness and respect when addressing the 2 City Council during Public Comment. 3 4 Vince Meyer, 8380 Spring Lake Road, commented on an issue at Ardan Park noting the mount 5 should be removed and put back to its natural state. He requested Groveland Park have an address 6 assigned to it for public safety purposes. 7 8 Murwo Mohamed, 2651 Silver Lake Common, Apartment #203, stated water was leaking at the 9 Community Center whenever it was raining. She asked that the City Council address this concern. 10 11 Sharon Kirscher, 8406 Red Oak Drive, noted last Wednesday was City admin appreciation day 12 and she wanted to share her thanks with City staff. 13 14 8. COUNCIL BUSINESS 15 A. PUBLIC HEARING: Consideration of Resolution 10246, Approval of a 16 Chicken-keeping License for Cally-Ann Jacobson, 7338 Silver Lake Road. 17 18 City Administrator Zikmund requested the Council consider approving a chicken-keeping license 19 for Cally-Ann Jacobson for the property at 7338 Silver Lake Road. 20 21 Mayor Lindstrom opened the public hearing at 6:06 p.m. 22 23 Representative for Cally-Ann Jacobson, 7338 Silver Lake Road, reported they were requesting to 24 keep a 12 chickens. 25 26 Hearing no further public input, Mayor Lindstrom closed the public hearing at 6:07 p.m. 27 28 MOTION/SECOND: Meehlhause/Clark. To Waive the Reading and Adopt Resolution 10246, 29 Approval of a Chicken-keeping License for Cally-Ann Jacobson, 7338 Silver Lake Road. 30 31 Ayes—5 Nays—0 Motion carried. 32 33 B. PUBLIC HEARING: Second Reading and Approval of Ordinance 1062, an 34 Ordinance Continuing a Franchise Fee on Xcel Energy Electric and Natural 35 Gas Operations within the City of Mounds View ROLL CALL VOTE. 36 37 Finance Director Bauman requested the Council consider an ordinance that would continue a 38 franchise fee on Xcel Energy Electric and Natural Gas Operations within the City of Mounds 39 View. She reported approval of this Ordinance would extend the franchise fee through 2032. 40 41 Mayor Lindstrom opened the public hearing at 6:08 p.m. 42 43 Hearing no public input, Mayor Lindstrom closed the public hearing at 6:09 p.m. 44 45 MOTION/SECOND: Gunn/Meehlhause. To Waive the Second Reading and Adopt Ordinance 46 1062, an Ordinance Continuing a Franchise Fee on Xcel Energy Electric and Natural Gas Mounds View City Council April 27, 2026 Regular Meeting Page 3 1 Operations within the City of Mounds View. 2 3 ROLL CALL: Clark/Gunn/Meehlhause/Smith/Lindstrom. 4 5 Ayes— 5 Nays—0 Motion carried. 6 7 C. PUBLIC HEARING: Second Reading and Approval of Ordinance 1063, an 8 Ordinance Continuing a Franchise Fee on Center Point Energy Natural Gas 9 Operations within the City of Mounds View ROLL CALL VOTE. 10 11 Finance Director Bauman requested the Council consider an ordinance that would continue a 12 franchise fee on Center Pointe Energy Natural Gas Operations within the City of Mounds View. 13 She reported approval of this Ordinance would extend the franchise fee through 2032. 14 15 Mayor Lindstrom opened the public hearing at 6:10 p.m. 16 17 Hearing no public input, Mayor Lindstrom closed the public hearing at 6:10 p.m. 18 19 MOTION/SECOND: Meehlhause/Clark. To Waive the Second Reading and Adopt Ordinance 20 1063, an Ordinance Continuing a Franchise Fee on Center Point Energy Natural Gas Operations 21 within the City of Mounds View. 22 23 Council Member Meehlhause reported franchise fees were a more equitable fee then property taxes 24 because all properties are subject to this fee.He explained the City places the franchise fees equally 25 between the general fund and street improvement fund. 26 27 ROLL CALL: Clark/Gunn/Meehlhause/Smith/Lindstrom. 28 29 Ayes—5 Nays—0 Motion carried. 30 31 D. Resolution 10241 and Resolution 10245, Recommending Approval of a 32 Preliminary and Final Plat Request to Adjust the Lot Line Between 8408 and 33 8428 Eastwood Road. 34 35 Evan Monson, Stantec,requested the Council approve a preliminary and final plat request to adjust 36 the lot line between 8408 and 8428 Eastwood Road. He reviewed an aerial of the site noting that 37 the property owner would like to shift the lot line 25 feet to the north, which would bring the lot 38 into compliance. He explained that any new lot line requires a subdivision request and platting. 39 Staff commented further on the request and reported the Planning Commission recommended 40 approval. 41 42 MOTION/SECOND: Clark/Meehlhause. To Waive the Reading and Adopt Resolution 10241, 43 Recommending Approval of a Preliminary Plat Request to Adjust the Lot Line Between 8408 and 44 8428 Eastwood Road requiring the applicant to execute the City's standard development 45 agreement. 46 Mounds View City Council April 27, 2026 Regular Meeting Page 4 1 Ayes 5 Nays—0 Motion carried. 2 3 MOTION/SECOND: Meehlhause/Gunn. To Waive the Reading and Adopt Resolution 10245, 4 Recommending Approval of a Final Plat Request to Adjust the Lot Line Between 8408 and 8428 5 Eastwood Road requiring the applicant to execute the City's standard development agreement. 6 7 Ayes—5 Nays—0 Motion carried. 8 9 E. Resolution 10243, Authorization for Restoration regarding the 2024 Lois 10 Drive Storm Sewer Repair. 11 12 Public Works/Parks and Recreation Director Peterson requested the Council authorize staff to 13 complete restoration work regarding the 2024 Lois Drive Storm Sewer Repair. He noted staff 14 received two bids for this project and staff was recommending the Council authorize staff to 15 complete this work with a 7% contingency for this project. 16 17 MOTION/SECOND: Smith/Meehlhause. To Waive the Reading and Adopt Resolution 10243, 18 Authorization for Restoration regarding the 2024 Lois Drive Storm Sewer Repair. 19 20 Ayes—5 Nays—0 Motion carried. 21 22 F. Resolution 10244,Approval of the Sanitary Sewer Line Rehabilitation- CIPP 23 (Cured-in-Place-Pipe) Project. 24 25 Public Works/Parks and Recreation Director Peterson requested the Council approve the sanitary 26 sewer line rehabilitation CIPP (cured in place pipe)project. He stated this was an ongoing project 27 with the City completing a portion of sewer lines every year. He noted the City received three bids 28 for this project and all three bids came in over the budgeted amount of$500,000. He explained 29 that the Council could reject the bids and move this project to 2027,reject the bids and direct staff 30 to revisit the project to reduce the base bid amount or accept the bids and authorize the base bid 31 without alternates to include a budget increase. Staff is recommending the Council approve the 32 base bid without alternates with a budget adjustment and 7% contingency. 33 34 Council Member Gunn inquired if this project could be pushed out until 2027. Public Works/Parks 35 and Recreation Director Peterson stated this could be done but noted some of the video showed 36 I&I concerns that should be addressed sooner rather than later. 37 38 Council Member Meehlhause asked if the sewer fund had a fund balance to cover the overage for 39 this project. Finance Director Bauman reported the sewer fund has a balance that could cover the 40 overage for this year, but adjustments may have to be made in future years. 41 42 Mayor Lindstrom indicated the cost for these projects seemed to be increasing. He asked that staff 43 look at the budgeted amounts for future projects to make necessary adjustments. 44 45 MOTION/SECOND: Meehlhause/Gunn. To Waive the Reading and Adopt Resolution 10244, 46 Approval of the Sanitary Sewer Line Rehabilitation - CIPP (Cured-in-Place-Pipe) Project with Mounds View City Council April 27, 2026 Regular Meeting Page 5 1 VisuSewer with the project not to exceed $561,429. 2 3 Ayes 5 Nays—0 Motion carried. 4 5 G. Resolution 10247, Approving Professional Service Agreement with WSB to 6 begin the Park System Master Plan Educational Campaign. 7 8 Public Works/Parks and Recreation Director Peterson requested the Council approve a 9 professional service agreement with WSB to begin the park system master plan educational 10 campaign. He discussed the bond levy that was being proposed to assist with reaching the City's 11 park master plan goals. He indicated the proposed bond levy led staff to recommend the City work 12 with WSB on a communication and educational campaign. 13 14 Council Member Clark inquired if an intern would be able to assist staff with communication 15 efforts. Public Works/Parks and Recreation Director Peterson stated he would like to see this 16 happen, but noted the City has not received any applications for the intern position to date. It was 17 his hope that the WSB services could be reduced if the City was able to bring an intern on. He 18 provided further information on how the tasks could be divided between WSB and City 19 staff/intern. 20 21 Council Member Smith requested further information on what the pop-up events would look like. 22 Public Works/Parks and Recreation Director Peterson explained the pop-up events would be 23 similar to the events previously held during the parks master planning process to gather feedback 24 from the public, noting WSB envisioned attending Festival in the Park. 25 26 MOTION/SECOND: Gunn/Clark. To Waive the Reading and Adopt Resolution 10247, 27 Approving Professional Service Agreement with WSB to begin the Park System Master Plan 28 Educational Campaign, striking Item 9. 29 30 Ayes—5 Nays—0 Motion carried. 31 32 H. Resolution 10250, Approving OpenGov Asset Management Software for the 33 Public Works Department. 34 35 This item was removed from the agenda. 36 37 I. Discussion of a Community Garden. 38 39 Public Works/Parks and Recreation Director Peterson stated staff was asked to look at the 40 possibility of installing a community garden at 8271 Long Lake Road.He reviewed several options 41 along with costs with the Council and requested feedback on how to proceed. 42 43 Mayor Lindstrom opened the meeting for public comment. 44 45 Timothy Wood, 2501 Sherwood Road, explained he was the facilitator of the community garden 46 next to the Edgewood Middle School. He noted this garden has eight plots that were offered to Mounds View City Council April 27, 2026 Regular Meeting Page 6 1 parents and/or students. He commented no fees have been charged for these plots and reported 2 there have been 10 people showing up regularly at the community garden. He indicated there was 3 interest in having more community garden plots available to the public. He stated he would be 4 interested and willing to assist the City with a new community garden if the Council were to move 5 forward with this project. 6 7 Fatone, resident of Mounds View, explained she has lived in Mounds View for the past six years. 8 Before this, she lived in St. Cloud where she had her own garden. She encouraged the City to 9 consider hosting a community garden, noting she was willing to pay a fee for the community 10 garden plot. 11 12 Murwo Mohamed, 2651 Silver Lake Common,Apartment#203, stated she grew up farming back 13 home and she urged the City to move forward with a community garden. 14 15 Suaad, 2901 Mounds View Boulevard, Apartment #104, explained those living in an apartment 16 complex do not have a way to grow fruits and vegetables. She stated a community garden would 17 provide residents of Mounds View with a way to connect with nature while also providing valuable 18 life skills. 19 20 Sharon Kirscher, 8406 Red Oak Drive,stated she supported the City pursuing a community garden. 21 She encouraged the City to ask for volunteers to assist with the fencing and tilling the garden space. 22 23 Vince Meyer, 8380 Spring Lake Road, suggested the City rent a tiller versus purchasing a tiller. 24 25 Jennifer Higgin, 8432 Groveland Road, read a letter from a newer member of the school's 26 community garden. This individual wanted the Council to know she moved to Mounds View in 27 2024 from South Minneapolis. This individual was looking for ways to connect with the 28 community and noted she attended an event at the Community Center where she was introduced 29 to Project Ardan. This individual volunteered at the expo this year and has enjoyed getting to know 30 more individuals in the community. This individual hoped the City would pursue a plot-styled 31 community garden for Mounds View residents. 32 33 Carmen Heiselmann, 2143 Bronson Drive, supported the City moving forward with a community 34 garden. She explained she was new to community gardening and noted she saw value in expanding 35 this use to the community. 36 37 Rebecca Scholl, 2467 Hillview Road, questioned if this property would have to be rezoned. She 38 questioned how the City would offer the plots and if it would be on a first-come,first-served basis. 39 She supported the City pursuing smaller plots to begin within order to allow more people to be 40 involved in the community garden. 41 42 Council Member Gunn thanked Ms. Scholl for her comments. 43 44 Mayor Lindstrom suggested two-thirds of the plots be set aside for multi-family dwellers.He asked 45 why staff brought forward the larger plot sizes. Public Works/Parks and Recreation Director 46 Peterson explained this was based on what other communities were doing. He stated it would be Mounds View City Council April 27, 2026 Regular Meeting Page 7 1 staff s recommendation that the City charge for the garden plots so there is some ownership of the 2 garden space. He commented on how it would be beneficial for the City to have a community 3 member overseeing the plots to keep the City out of this. 4 5 Mayor Lindstrom asked what size plot the residents were looking for. Mr. Wood explained the 6 plots in St. Cloud were 12' x 12'. Public Works/Parks and Recreation Director Peterson indicated 7 the smaller plots he was proposing were 10' x 15'. 8 9 Mayor Lindstrom explained he would be willing to take an active role in the community garden 10 because he wanted to see this being successful and equitable for everyone involved. 11 12 City Administrator Zikmund reported the City could look at renting a tiller for the first year. He 13 noted the property had utilities onsite which would assist with providing water to the garden plots. 14 He anticipated this would be a program with great interest and the City would have to assign the 15 garden plots through a lottery system. He suggested the plots be 10' x 10' in size for the first year. 16 17 Council Member Clark recommended this lot not be marketed for sale in 2026 and that this land 18 be designed as a community garden in 2027 if the program was successful. She indicated she 19 supported the City moving forward with a community garden. 20 21 Council Member Smith suggested staff reach out to the schools to see if a small garden shed could 22 be built for the community garden to allow for the storage of gardening tools. 23 24 Mr. Meyer stated he could speak with Dave,the owner of Central Rental,noting he may be willing 25 to provide a tiller to the City free of charge. He explained if he was provided with a blueprint he 26 could work with the school to have a garden shed built. 27 28 Ms. Higgin reported the school community garden has a lot of gardening tools that have already 29 been donated from the buy nothing group. 30 31 Mayor Lindstrom closed the meeting for public comment. 32 33 Mayor Lindstrom recommended staff be directed to draft a list of rules for the garden plots. Public 34 Works/Parks and Recreation Director Peterson explained he could work on this but asked the 35 Council to provide direction on what the fee should be for the garden plots. 36 37 Council Member Gunn suggested the City charge $25 per plot. 38 39 Mayor Lindstrom suggested the garden plot fee be $50. 40 41 Council Member Smith reported Roseville charges $24 for a 15' x 20' plot and $39 for a 15' x 40 42 plot. 43 44 The Council consensus was to charge $25 per garden plot and it was recommended the plots be 45 reserved for Mounds View residents with 75% of the plots being reserved for multi-family 46 residents. Mounds View City Council April 27, 2026 Regular Meeting Page 8 1 2 MOTION/SECOND: Lindstrom/Gunn. To direct staff to work with Tim Wood to move the 3 community garden forward at 8271 Long Lake Road charging$25 per garden plot with plots being 4 available only for Mounds View residents and 75% of the plots being reserved for multi-family 5 residents. 6 7 Ayes—5 Nays—0 Motion carried. 8 9 9. REPORTS 10 11 A. Reports of Mayor and Council. 12 13 Council Member Smith reported last week she attended a safety discussion with officers and 14 firefighters in the community. She indicated this group was seeking to draft an autism safety book 15 that could be provided to police officers that could then be handed out to individuals in the 16 community. 17 18 Council Member Smith explained on Wednesday, April 15 she met with Sergeant Fuzz and the St. 19 Paul Mayor. 20 21 Council Member Smith indicated she would be attending defensive tactics and taser training on 22 Thursday, April 30. 23 24 Council Member Smith stated the Mounds View Festival in the Park would be hosting a Car Show 25 fundraiser on Saturday, May 2. She noted this event would have bingo, food trucks and vendors at 26 this event. 27 28 Council Member Smith indicated the Ramsey County League of Local Government would be 29 meeting next on Friday, May 8 where Minnesota elections will be discussed. 30 31 Council Member Smith explained on Saturday, May 9 she will be attending the quilt of valor 32 ceremony at Blaine's veteran's memorial. She noted this was something the City of Mounds View 33 could consider hosting. 34 35 Council Member Smith reported Mounds View was incorporated as a village on April 22, 1958 36 and was later designated as a City in 1973. 37 38 Council Member Clark stated she attended the Anoka County Fire Protection Board last week 39 where the 2027 budget was approved. 40 41 Council Member Clark indicated she attended the Earth Day cleanup event that was held on 42 Saturday, April 18. She thanked police, fire, the Lions and all the volunteers that made this event 43 possible. 44 45 Council Member Clark explained she attended the Community Engagement Committee movie 46 night that was held on Friday, April 24. She stated there was a great turnout for this event. Mounds View City Council April 27, 2026 Regular Meeting Page 9 1 2 Council Member Clark commented on the tree planting event that was held on Friday, April 24 3 for Arbor Day at Groveland Park and Pinewood Elementary School. 4 5 Council Member Clark indicated Project Kindness would be moving down to twice a month (1st 6 and Yd Sunday)instead of weekly. She explained the food distribution would continue every week 7 at the Community Center from 3:00 p.m. to 4:00 p.m. 8 9 Council Member Clark stated she attended the Festival in the Park Committee meeting last week 10 and noted this group was in full planning mode for this year's event. 11 12 Council Member Clark reported she would be attending the NYFS Luncheon on Wednesday,May 13 6. 14 15 Council Member Clark commented she would be attending a Mounds View Police Foundation 16 meeting on Tuesday, May 12. 17 18 Council Member Clark indicated she would be attending the funeral for Diana Hackett, who was 19 a long time Mounds View resident on Friday, May 1. 20 21 Council Member Clark discussed the two events El Novillo Alegre would be hosting in the coming 22 weeks. 23 24 Council Member Meehlhause explained he would be attending the NYFS luncheon next week and 25 on Thursday, April 30 he would be attending the CSC's luncheon at the North Church. 26 27 Mayor Lindstrom stated he and staff met with representatives from the school district to discuss a 28 partnership in relation to a leasing agreement for use of the Community Center. 29 30 Mayor Lindstrom thanked the Community Engagement Committee for hosting the movie night on 31 Friday, April 24. 32 33 Mayor Lindstrom indicated on Friday,May 1 he would be officiating the clemency hearing for the 34 State of Minnesota. 35 36 Mayor Lindstrom reported he spoke at a law clinic regarding clemency at St. Thomas last week. 37 38 Mayor Lindstrom thanked all the volunteers who assisted with the food distribution and 39 participated in the Earth Day clean up event. 40 41 Mayor Lindstrom explained there was an attempted hit on the president and stated political 42 violence was becoming far too prevalent in the United States. He did not believe differing 43 viewpoints should be a death sentence. He urged people to be open minded and to be able to hear 44 the opinions of others. 45 46 B. Reports of Staff. Mounds View City Council April 27, 2026 Regular Meeting Page 10 t 2 City Administrator Zikmund thanked resident Sharon Kirscher for her kind words regarding City 3 staff. 4 5 City Administrator Zikmund explained the Finance Director has tendered her letter of resignation 6 and her last day with the City would be on Thursday, June 4. He asked the City Council to make 7 a motion to post for this position. 8 9 MOTION/SECOND: Meehlhause/Smith. To direct staff to post the Finance Director position. 10 11 Ayes—5 Nays—0 Motion carried. 12 13 Finance Director Bauman commented the City's audit was on its final leg and staff should have 14 the document included in the May 11 packet. 15 16 Public Works/Parks and Recreation Director Peterson stated the City had a variable frequency 17 drive (VFD) go down on Well 5 and this drive needs to be replaced. Staff recommended that the 18 VFD at Well 6 also be replaced. 19 20 MOTION/SECOND: Smith/Meehlhause. To direct staff to replace the variable frequency drives 21 (VFD's) for Wells 5 and 6. 22 23 Ayes—5 Nays—0 Motion carried. 24 25 Public Works/Parks and Recreation Director Peterson explained staff received an MPCA planning 26 grant in the amount of$242,000. He indicated this grant would allow the City to address the two 27 stormwater ponds behind Edgewood Middle School and to educate students on the engineering 28 work that would be completed on the ponds. 29 30 MOTION/SECOND: Clark/Gunn. To direct staff to accept the MPCA planning grant in the 31 amount of$242,000. 32 33 Ayes—5 Nays—0 Motion carried. 34 35 Public Works/Parks and Recreation Director Peterson stated the property owner at 5127 Long 36 Lake Road has been experiencing a sewer back for several months. He reported staff has learned 37 the sewer line on this property had two 90-degree elbows and staff has investigated how to address 38 this concern. He explained that the resident has requested the City complete the work and allow 39 the resident to pay back the City for this work over the next two years at a 0% loan. He noted he 40 had the City Attorney review the estimate from Perkins and draft an agreement for the property 41 owner to sign. 42 43 MOTION/SECOND: Lindstrom/Meehlhause. To direct staff to move forward with the project at 44 5127 Long Lake Road to address the sewer backup and to support the 0% payback loan for the 45 resident. 46 Mounds View City Council April 27, 2026 Regular Meeting Page 11 t Ayes 5 Nays—0 Motion carried. 2 3 C. Reports of City Attorney. 4 5 City Attorney Riggs had nothing additional to report. 6 7 10. Next Council Work Session: Monday, May 4,2026, at 6:00 p.m. s Next Council Meeting: Monday, May 11, 2026, at 6:00 p.m. 9 10 11. ADJOURNMENT 11 12 The meeting was adjourned at 7:46 p.m. 13 14 Transcribed by: 15 16 Heidi Guenther 17 Minute Maker Secretarial CITY OF MOUNDS VIEW COUNTY OF RAMSEY STATE OF MINNESOTA APPROVING JUST AND CORRECT CLAIMS AGAINST CITY FUNDS WHEREAS, the City of Mounds View, pursuant to Minnesota Statute 412.141, has full authority over the financial affairs of the City and; WHEREAS, the City Council has reviewed the claims paid during the period 04/15/26 through 04/28/26 in the amount of $ 364,015.59 TOTAL AMOUNT OF CLAIMS PRESENTED $ 364,015.59 And has found said claims to be just and correct; It was moved that the City Council of Mounds View hereby approve the attached list of claims dated 04/15/26—04/28/26 by vote ayes nays. Finance Director 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 1 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT 643400 - NCPERS MN Grp Life Ins May PERA Life 100 2008 144.00 144.00 Advantage Administrators Flex Medical 100 2006 166.26 Flex Daycare 100 2006 1,454.17 April Admin Fee 100 4160-3030 58.00 Flex Medical 230 2006 1.42 Flex Daycare 252 2006 141.67 Flex Medical 700 2006 14.37 Flex Daycare 700 2006 31.25 Flex Medical 730 2006 14.37 Flex Daycare 730 2006 43.75 Flex Daycare 740 2006 6.25 Flex Medical 745 2006 7.75 Flex Daycare 745 2006 18.75 1,958.01 AE2S I & C Services March 2026 700 4823-3030 2,103.00 2,103.00 Architect Mechanical, Inc. HVAC Maintenance 100 4460-3030 1,250.00 1,250.00 Ascentek, Inc Wash Bay repair Credit 100 4460-5110 -585.00 Wash Bay Repair 100 4460-5110 806.39 221.39 Atlas Toyota Material Handling, LLC Cylinder Repair- PW forklift 100 4465-5130 1,686.96 1,686.96 Bailey Nurseries Tree Sale 100 4380-1200 41.65 41.65 Beisswenger's Do It Best Playground Hardware 100 4360-1210 23.45 23.45 Benefits Extras, Inc. March Cobra Admin Fee 100 4160-3030 65.00 65.00 Better Health Collective April Health 100 2014 56,921.00 April Health- Cobra 100 2015 6,768.00 63,689.00 Blue Cross Blue Shield of MN May Dental Insurance 100 2009 3,670.60 May Dental - Cobra 100 2015 348.20 4,018.80 Brian Beeman March Cell Phone 230 4650-3100 50.00 March Mileage Reimbursement 230 4650-3800 80.48 130.48 Cardmember Service HOTELBOOKING-LMC conf rooms 100 4100-3630 17.99 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 2 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT Cardmember Service UOFM PARKING-career fair 100 4160-3630 10.00 SP CG HOLSTERS-holsters 100 4200-1600 411.78 MAGPUL IND-rifle slings 100 4200-1600 151.62 CUB FOODS-water for gym 100 4200-1600 13.25 ELITE K9-K9 equipment 100 4200-1600 71.61 RAYALLEN MANUFACT-K9 equipmen 100 4200-1600 360.73 ALDI-coffee w/cop 100 4200-3070 14.61 HY-VEE-coffee w/cop 100 4200-3070 23.96 CARIBOU-coffee w/cop 100 4200-3070 47.33 POST BOARD-licenses 6 100 4200-3610 540.00 BCATRAIN-DMT cent NE 100 4200-3630 75.00 COLONY-Timing Adv training NE 100 4200-3630 250.00 COLONY-Proactive training NE 100 4200-3630 250.00 COLONY-SMOSINT training NE 100 4200-3630 250.00 UOFM LEARN-leadership courses 100 4410-3630 -45.00 LOOPNET-Mar subscription 230 4650-3030 131.00 TARGET-office lighting 252 4350-1210 145.96 COSTCO-senior programs 252 4732-1230 37.99 SAMS CLUB-fashion show dessert 252 4732-1230 52.87 DICKS SPORT GOODS-bball tourne 252 4732-1230 174.14 DICKS SPORT GOODS-bball tourne 252 4732-1230 216.73 COSTCO-concessions 252 4732-1600 610.82 MUSSOLINI PIZZA-St. Patricks d 252 4732-3030 182.00 WHEN I WORK-subscription 252 4732-3030 25.00 SP DECO GEAR-monitor 700 4823-1600 327.49 SP DECO GEAR-monitor 730 4823-1600 327.50 GOPHER SIGN-rain garden sign 745 4415-1600 1,033.42 5,707.80 Center for Energy and Environment Q1 2026 Planner Visits 230 4650-3030 535.00 535.00 Central Pro Supply Fertilizer for Parks 100 4360-1210 5,874.00 Grass Seeds 100 4360-1210 180.24 Herbicides 100 4360-1210 1,551.40 Grass Seeds 700 4823-1210 180.24 Grass seeds 745 4415-1600 180.25 Erosion Control 745 4415-1600 191.32 8,157.45 Cintas Corporation CH/ PD Floor Mats 100 4160-1600 44.20 CH/ PD Floor Mats 100 4160-1600 44.20 Credit for Pricing Error 100 4360-2400 -41.00 Uniforms & Clothing 100 4360-2400 19.62 Uniforms & Clothing 100 4360-2400 22.43 Mats &Towels 100 4360-2410 23.21 Mats &Towels 100 4360-2410 23.91 Uniforms & Clothing 100 4410-2400 2.90 Uniforms & Clothing 100 4410-2400 3.31 Mats &Towels 100 4410-2410 5.87 Mats &Towels 100 4410-2410 6.09 Uniforms & Clothing 100 4460-2400 0.33 Uniforms & Clothing 100 4460-2400 0.38 Mats &Towels 100 4460-2410 0.28 Mats &Towels 100 4460-2410 0.29 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 3 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT Cintas Corporation Uniforms & Clothing 100 4465-2400 10.58 Uniforms & Clothing 100 4465-2400 11.16 Mats &Towels 100 4465-2410 3.98 Mats &Towels 100 4465-2410 4.13 Credit for Pricing Error 100 4470-2400 -40.69 Uniforms & Clothing 100 4470-2400 14.92 Uniforms & Clothing 100 4470-2400 16.21 Mats &Towels 100 4470-2410 10.90 Mats &Towels 100 4470-2410 11.30 Uniforms & Clothing 100 4472-2400 22.18 Uniforms & Clothing 100 4472-2400 23.07 Mats &Towels 100 4472-2410 6.06 Mats &Towels 100 4472-2410 6.29 Uniforms & Clothing 100 4475-2400 3.51 Uniforms & Clothing 100 4475-2400 3.79 Mats &Towels 100 4475-2410 1.80 Mats &Towels 100 4475-2410 1.87 Uniforms & Clothing 252 4350-2400 4.20 Uniforms & Clothing 252 4350-2400 4.20 Mats &Towels 252 4350-2410 0.00 Mats &Towels 252 4350-2410 0.00 Credit for outage/price error 700 4823-2400 -41.00 Uniforms & Clothing 700 4823-2400 26.96 Uniforms & Clothing 700 4823-2400 28.87 Mats &Towels 700 4823-2410 16.58 Mats &Towels 700 4823-2410 17.19 Uniforms & Clothing 700 4825-2400 2.48 Uniforms & Clothing 700 4825-2400 2.84 Mats &Towels 700 4825-2410 2.46 Mats &Towels 700 4825-2410 2.55 Credit for outage/price error 730 4823-2400 -40.69 Uniforms & Clothing 730 4823-2400 24.38 Uniforms & Clothing 730 4823-2400 26.56 Mats &Towels 730 4823-2410 18.76 Mats &Towels 730 4823-2410 19.45 Uniforms & Clothing 745 4415-2400 15.18 Uniforms & Clothing 745 4415-2400 16.10 Mats &Towels 745 4415-2410 7.77 Mats &Towels 745 4415-2410 8.05 Uniforms & Clothing 745 4417-2400 3.51 Uniforms & Clothing 745 4417-2400 3.68 Mats &Towels 745 4417-2410 1.25 Mats &Towels 745 4417-2410 1.28 439.69 City of Mounds View Q1 utilities 100 4360-3200 406.52 Q1 utilities 100 4460-3200 260.44 Q1 utilities 252 4350-3200 2,000.40 Q1 utilities 255 4350-3200 33.81 Q1 utilities 700 4823-3200 67.62 2,768.79 Comcast Back Up Dialer 03/18-04/17 700 4823-3100 47.89 47.89 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 4 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT Dave Perkins Contracting, Inc. Water Service- 8300 Pleasant V 700 4823-5155 8,890.00 Water Service- 2816 Bronson 700 4823-5155 10,670.00 19,560.00 Dell Marketing L.P. Replacement Battery 100 4160-1230 77.49 77.49 DVS Renewal # 0171 Tabs 100 4465-1600 15.25 15.25 EFTPS-Direct Income Tax W/H 100 2011 15,959.59 FICA W/H 100 2011 4,323.40 Medicare W/H 100 2011 2,280.54 FICA W/H 100 4100-0300 38.36 Medicare W/H 100 4100-0300 45.85 FICA W/H 100 4130-0300 889.95 Medicare W/H 100 4130-0300 208.14 FICA W/H 100 4150-0300 461.11 Medicare W/H 100 4150-0300 107.84 FICA W/H 100 4180-0300 655.28 Medicare W/H 100 4180-0300 153.26 FICA W/H 100 4200-0300 477.56 Medicare W/H 100 4200-0300 1,344.24 FICA W/H 100 4360-0300 601.15 Medicare W/H 100 4360-0300 140.59 FICA W/H 100 4380-0300 106.11 Medicare W/H 100 4380-0300 24.81 FICA W/H 100 4410-0300 315.22 Medicare W/H 100 4410-0300 73.72 FICA W/H 100 4460-0300 44.13 Medicare W/H 100 4460-0300 10.32 FICA W/H 100 4465-0300 123.54 Medicare W/H 100 4465-0300 28.89 FICA W/H 100 4470-0300 336.59 Medicare W/H 100 4470-0300 78.72 FICA W/H 100 4472-0300 214.80 Medicare W/H 100 4472-0300 50.23 FICA W/H 100 4475-0300 59.63 Medicare W/H 100 4475-0300 13.95 Income Tax W/H 210 2011 173.03 FICA W/H 210 2011 104.63 Medicare W/H 210 2011 24.47 FICA W/H 210 4350-0300 104.63 Medicare W/H 210 4350-0300 24.47 Income Tax W/H 230 2011 206.10 FICA W/H 230 2011 147.79 Medicare W/H 230 2011 34.57 FICA W/H 230 4650-0300 147.79 Medicare W/H 230 4650-0300 34.57 Income Tax W/H 252 2011 1,447.75 FICA W/H 252 2011 1,335.20 Medicare W/H 252 2011 312.24 FICA W/H 252 4350-0300 212.96 Medicare W/H 252 4350-0300 49.81 FICA W/H 252 4730-0300 367.84 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 5 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT EFTPS-Direct Medicare W/H 252 4730-0300 86.02 FICA W/H 252 4732-0300 754.40 Medicare W/H 252 4732-0300 176.41 Income Tax W/H 290 2011 40.19 FICA W/H 290 2011 35.10 Medicare W/H 290 2011 8.21 FICA W/H 290 4420-0300 35.10 Medicare W/H 290 4420-0300 8.21 Income Tax W/H 700 2011 1,811.20 FICA W/H 700 2011 1,048.09 Medicare W/H 700 2011 245.12 FICA W/H 700 4820-0300 153.18 Medicare W/H 700 4820-0300 35.82 FICA W/H 700 4823-0300 809.94 Medicare W/H 700 4823-0300 189.43 FICA W/H 700 4825-0300 84.97 Medicare W/H 700 4825-0300 19.87 Income Tax W/H 730 2011 1,344.59 FICA W/H 730 2011 826.53 Medicare W/H 730 2011 193.30 FICA W/H 730 4820-0300 153.16 Medicare W/H 730 4820-0300 35.82 FICA W/H 730 4823-0300 673.37 Medicare W/H 730 4823-0300 157.47 Income Tax W/H 740 2011 82.07 FICA W/H 740 2011 48.52 Medicare W/H 740 2011 11.35 FICA W/H 740 4416-0300 48.52 Medicare W/H 740 4416-0300 11.35 Income Tax W/H 745 2011 809.31 FICA W/H 745 2011 628.87 Medicare W/H 745 2011 147.08 FICA W/H 745 4415-0300 590.35 Medicare W/H 745 4415-0300 138.07 FICA W/H 745 4417-0300 38.49 Medicare W/H 745 4417-0300 9.00 45,383.85 Gopher State One-Call, Inc. GSOC Locates- March 700 4823-3030 59.40 GSOC Locates- March 730 4823-3030 59.40 118.80 Hotsy Minnesota PW# IMP10 Filter& Switch 100 4360-1220 169.68 169.68 HSA Bank C1211 HSA CONTRIBUTIONS 100 2014 2,851.98 C1211 HSA CONTRIBUTIONS 100 4130-0400 228.75 C1211 HSA CONTRIBUTIONS 100 4150-0400 192.00 C1211 HSA CONTRIBUTIONS 100 4180-0400 262.50 C1211 HSA CONTRIBUTIONS 100 4200-0400 1,675.00 C1211 HSA CONTRIBUTIONS 100 4360-0400 232.44 C1211 HSA CONTRIBUTIONS 100 4410-0400 86.00 C1211 HSA CONTRIBUTIONS 100 4460-0400 30.00 C1211 HSA CONTRIBUTIONS 100 4465-0400 80.00 C1211 HSA CONTRIBUTIONS 100 4470-0400 123.50 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 6 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT HSA Bank C1211 HSA CONTRIBUTIONS 100 4472-0400 89.05 C1211 HSA CONTRIBUTIONS 100 4475-0400 18.92 C1211 HSA CONTRIBUTIONS 210 2014 33.75 C1211 HSA CONTRIBUTIONS 210 4350-0400 20.00 C1211 HSA CONTRIBUTIONS 230 2014 95.84 C1211 HSA CONTRIBUTIONS 230 4650-0400 55.00 C1211 HSA CONTRIBUTIONS 252 2014 258.24 C1211 HSA CONTRIBUTIONS 252 4350-0400 98.75 C1211 HSA CONTRIBUTIONS 252 4730-0400 118.75 C1211 HSA CONTRIBUTIONS 252 4732-0400 218.75 C1211 HSA CONTRIBUTIONS 290 2014 47.92 C1211 HSA CONTRIBUTIONS 290 4420-0400 26.00 C1211 HSA CONTRIBUTIONS 700 2014 346.29 C1211 HSA CONTRIBUTIONS 700 4820-0400 52.25 C1211 HSA CONTRIBUTIONS 700 4823-0400 266.11 C1211 HSA CONTRIBUTIONS 700 4825-0400 37.03 C1211 HSA CONTRIBUTIONS 730 2014 223.65 C1211 HSA CONTRIBUTIONS 730 4820-0400 52.25 C1211 HSA CONTRIBUTIONS 730 4823-0400 291.50 C1211 HSA CONTRIBUTIONS 740 2014 19.17 C1211 HSA CONTRIBUTIONS 740 4416-0400 17.00 C1211 HSA CONTRIBUTIONS 745 2014 60.81 C1211 HSA CONTRIBUTIONS 745 4415-0400 148.45 C1211 HSA CONTRIBUTIONS 745 4417-0400 5.00 8,362.65 ICMA Retirement Trust-457 Payroll W/H 100 2013 2,310.48 Roth Payroll W/H 100 2013 542.00 Payroll W/H 100 2013 133.42 Payroll W/H 100 2013 3,471.90 Payroll W/H 210 2013 85.00 Payroll W/H 210 2013 80.13 Payroll W/H 210 2013 19.90 Payroll W/H 230 2013 123.46 Payroll W/H 230 2013 53.54 Payroll W/H 252 2013 154.00 Roth Payroll W/H 252 2013 4.00 Payroll W/H 252 2013 206.89 Payroll W/H 290 2013 17.00 Payroll W/H 290 2013 7.89 Payroll W/H 700 2013 347.00 Roth Payroll W/H 700 2013 20.00 Payroll W/H 700 2013 429.16 Payroll W/H 700 2013 341.73 Payroll W/H 730 2013 332.00 Roth Payroll W/H 730 2013 20.00 Payroll W/H 730 2013 10.02 Payroll W/H 730 2013 233.57 Payroll W/H 740 2013 10.00 Payroll W/H 740 2013 22.65 Payroll W/H 745 2013 117.21 Roth Payroll W/H 745 2013 4.00 Payroll W/H 745 2013 182.28 9,279.23 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 7 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT Ideal Services, Inc. VFD Service 700 4823-5130 493.00 493.00 Innovative Office Solutions, LLC Paper, Toner 700 4823-1600 59.24 Paper, Toner 730 4823-1600 59.24 118.48 Instrumental Research, Inc. Bacteria Tests- March 700 4825-3030 280.50 280.50 Katrina E. Joseph March Legal Services 100 4200-3020 6,500.00 6,500.00 Kennedy& Graven, Chartered 7687 Long Lake-Hampton Dev. (c 100 2320 2,296.80 Retainer- Mar 100 4160-3010 2,000.00 Commmunity Center Project 100 4160-3010 2,153.80 Code Update/Revisions 100 4160-3010 24.20 General Labor Matters 100 4160-3010 48.40 General Employment Matters 100 4160-3010 242.00 Xcel Energy matters -franchis 100 4160-3010 72.60 Police Dept& Policies 100 4160-3010 24.20 Street projects- general 100 4160-3010 1,040.60 2716 Hillview Road 230 4650-3030 1,379.26 2833 Mounds View Blvd 230 4650-3030 899.08 10,180.94 LRS, LLC May trash service 100 4460-3530 1,137.30 May trash service 252 4350-3530 758.20 May trash service 290 4420-3530 232.00 2,127.50 Lynn Lembcke Consulting 4/4/24-11/30/25 ALPR Audit 100 4200-3030 1,250.00 10/1/19-9/30/21 BodyCam Audit 100 4200-3030 1,250.00 2,500.00 Mailing Solutions Q1 2026 Utility Billing 252 4732-3430 116.79 Q1 2026 Utility Billing 700 4820-3300 116.80 Q1 2026 Utility Billing 730 4820-3300 116.80 350.39 Menards- Blaine Parks Supplies 100 4360-1210 39.23 Anchors for Trash Cans 100 4360-1230 49.55 Anchors for Trash Cans 100 4360-1230 16.68 PW Shop Supplies 100 4460-1600 62.96 168.42 MetLife May 2026 Accident Insurance 100 2007 263.15 May 2026 Crit. Illnes Ins. 100 2007 255.82 May 2026 Hosp. Insurance 100 2007 232.77 751.74 MGX Equipment Services PW#461 Repair 100 4465-5120 5,834.47 5,834.47 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 8 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT Midway Ford Company Core Credit 100 4465-1220 -750.00 Core Credit 100 4465-1220 -18.00 PD#201 Tube & Nuts 100 4465-1220 225.64 PD#201 Battery 100 4465-1220 193.96 Filters 100 4465-1220 83.88 PD#211 Cover& Shocks 100 4465-1220 353.06 Ford Fleet Network Rewards 100 4465-1600 -199.00 PW# 100 Tie Rod Ends 100 4465-5120 765.73 PW#837 Switch 730 4823-1220 62.70 717.97 Minnesota Canine Consulting, LLC K9 Training Fee 100 4200-3630 250.00 250.00 MISC VENDOR 12-1200-00 700 1152 91.47 UB reissue 2119 Pinewood 700 1152 16.47 UB reissue 7700 Long Lake Rd 700 1152 12.64 UB reissue 5463 Adams St 700 1152 49.81 UB reissue 5358 Raymond Ave 700 1152 72.14 UB reissue 8441 Pleasant View 700 1152 10.45 UB reissue 8392 Fairchild Ave 700 1152 184.55 UB reissue 7493 Groveland 700 1152 17.45 UB reissue 7421 Park View Dr 700 1152 14.15 UB reissue 5550 St Stephen St 700 1152 35.61 504.74 MN Dept Labor& Industry Q1 2026 State Surcharge 100 2078 1,053.82 Q1 2026 State Surcharge 100 3280 -42.15 1,011.67 MN Dept of Health Water License-VanderVegt 700 4823-3630 23.00 Water License- Brisbois 700 4823-3630 23.00 46.00 MN Dept of Revenue State Income Tax 100 2001 6,881.25 State Income Tax 210 2001 77.45 State Income Tax 230 2001 108.50 State Income Tax 252 2001 771.25 State Income Tax 290 2001 21.41 State Income Tax 700 2001 794.11 State Income Tax 730 2001 511.88 State Income Tax 740 2001 37.59 State Income Tax 745 2001 368.19 9,571.63 MN State Retirement System #98995-01 MN 100 2013 1,508.09 #98995-01 MN ROTH 100 2013 50.00 #98995-01 MN 100 2013 209.36 #98995-01 MN 100 4130-0100 541.80 #98995-01 MN 210 2013 2.40 #98995-01 MN 230 2013 6.37 #98995-01 MN 230 4650-0100 6.37 #98995-01 MN 252 2013 1.00 #98995-01 MN 700 2013 32.87 #98995-01 MN 700 2013 6.89 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 9 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT MN State Retirement System #98995-01 MN 700 4820-0100 31.87 #98995-01 MN 730 2013 32.87 #98995-01 MN 730 4820-0100 31.87 #98995-01 MN 745 2013 52.81 #98995-01 MN 745 4415-0100 25.50 2,540.07 Motorola Solutions, Inc. Molle Mount, Magnetic Mount 100 4200-1600 444.00 444.00 Nystrom Publishing Co. Inc Apr 2026 newsletter 100 4110-3900 235.52 Apr 2026 newsletter 100 4160-3300 778.79 Apr 2026 newsletter 100 4160-3430 2,282.99 Apr 2026 newsletter 252 4732-3430 1,177.61 Apr 2026 newsletter 290 4420-3300 179.72 Apr 2026 newsletter 290 4420-3430 526.84 Apr 2026 newsletter 745 4415-3430 471.04 5,652.51 Office of MN IT Services March Charges 100 4200-3055 60.90 60.90 O'Reilly Auto Parts PW# IMP10 Core 100 4465-1230 -22.00 PW#321 Filters 100 4465-1230 42.22 Mobile Hoist Battery 100 4465-1230 241.22 261.44 Peter Szurek CPR Training Snacks 700 4823-3630 14.00 CPR Training Snacks 730 4823-3630 14.00 CPR Training Snacks 745 4415-3630 15.75 43.75 Petsmart Dog Food 100 4200-1600 66.99 66.99 Pioneer Press Legal Svc- Chicken Keeping 100 4160-3410 26.69 Vacant Bldg. 100 4160-3410 26.69 PRFC Commission 100 4160-3410 23.37 Ord.-Amending MV Zoning Code 100 4160-3410 35.34 112.09 PreCise MRM, LLC Precise Data Cards- February 100 4472-3100 288.00 288.00 Print Central Raingarden Brochures&Worksho 745 4415-1600 505.47 505.47 Public Employees Retirement Assn. PERA 643400 100 2012 4,233.17 PERP 643400 100 2012 10,399.61 DCP 643400 100 2012 127.20 DCP 643400 100 4100-0321 127.20 PERA 643400 100 4130-0321 502.90 PERA 643400 100 4150-0321 591.58 PERA 643400 100 4180-0321 913.16 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 10 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT Public Employees Retirement Assn. PERA 643400 100 4200-0321 591.03 PERP 643400 100 4200-0321 15,599.41 PERA 643400 100 4360-0321 764.24 PERA 643400 100 4380-0321 123.36 PERA 643400 100 4410-0321 392.86 PERA 643400 100 4460-0321 63.04 PERA 643400 100 4465-0321 179.93 PERA 643400 100 4470-0321 418.86 PERA 643400 100 4472-0321 270.02 PERA 643400 100 4475-0321 73.46 PERA 643400 210 2012 116.76 PERA 643400 210 4350-0321 134.73 PERA 643400 230 2012 168.88 PERA 643400 230 4650-0321 194.86 PERA 643400 252 2012 1,387.06 PERA 643400 252 4350-0321 290.63 PERA 643400 252 4730-0321 447.30 PERA 643400 252 4732-0321 862.54 PERA 643400 290 2012 46.85 PERA 643400 290 4420-0321 54.06 PERA 643400 700 2012 1,124.40 PERA 643400 700 4820-0321 169.38 PERA 643400 700 4823-0321 1,020.31 PERA 643400 700 4825-0321 107.72 PERA 643400 730 2012 899.51 PERA 643400 730 4820-0321 169.36 PERA 643400 730 4823-0321 868.51 PERA 643400 740 2012 53.53 PERA 643400 740 4416-0321 61.77 PERA 643400 745 2012 643.28 PERA 643400 745 4415-0321 696.22 PERA 643400 745 4417-0321 46.01 44,934.70 Quadient Finance USA, Inc. Postage 100 4160-3300 2,000.00 2,000.00 Ramsey County TNT Notice Reimbursement 100 4160-3410 1,219.11 1,219.11 Rise LLC March Car Washes 100 4200-1700 133.00 133.00 Rotary Club of New Brighton April-June Rotary Dues 100 4130-3610 207.00 207.00 Scott Vander Vegt Mileage Reimbursement 100 4465-3630 21.03 21.03 Signs Now Earth Day Sign 100 4475-1600 113.84 113.84 Stantec Consulting Services, Inc. Plan-2716 Hillview Rd Develop 100 2320 181.00 Plan-7687 ILL Road (church) 100 2320 1,756.00 Plan-2408 Mounds View Blvd 100 2320 45.25 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 11 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT Stantec Consulting Services, Inc. Plan-Mounds View Sq 2523 MVB 100 2320 633.50 Plan-7821 Spring Lk Pk Rd 100 2320 181.00 Genl Planning Services-Feb 100 4180-3030 6,716.62 General Engineering-Feb 100 4470-3030 174.00 2024/25 Mounds View Street Pro 485 4470-7050, 3,132.00 Storm water general/permitting 745 4415-3030 108.50 Silver View Pond Restoration 745 4415-7050 137.25 13,065.12 Streicher's- Minneapolis Ballistic Panel set- Boscardin 100 4200-2400 1,650.00 1,650.00 The Lincoln National Life Insurance Coi May 2026 Basic Life 100 2008 1,021.47 May 2026 Basic Life-Cobra 100 2015 2.40 1,023.87 The Lincoln Nat'l Life Insurance Compa May 2026 LTD 100 2007 862.62 862.62 Thul Specialty Contracting, Inc. Lining Wash Bay Trench 480 4470-7050 22,400.00 22,400.00 Toll Gas &Welding Supply Propane 700 4823-1600 27.28 27.28 Trane U.S. Inc. City Hall HVAC Maintenance 100 4460-3030 3,315.75 Comm. Center HVAC P.M. 252 4350-5130 3,967.50 7,283.25 TransUnion Risk and Alternative Sept 2023 Look Ups 100 4200-3030 75.00 75.00 Tri State Bobcat PW#315& 320 Filter& Oil 100 4360-1220 119.50 119.50 U. S. Postal Service Q1 UB Billing 700 4820-3300 1,026.84 Q1 UB Billing 730 4820-3300 1,026.84 2,053.68 United Laboratories Inc PW Shop De-odorizer 730 4823-1210 600.66 600.66 Upper Cut Tree Services Double billed -7538 Spring La 100 4380-3520 -925.00 Remove Tree- 8025 Fairchild 100 4380-3520 925.00 Remove Tree-2765 Laport 100 4380-3520 720.00 720.00 Vessco, Inc. WTP#2 & 3 Chlorinator Repair 700 4823-1230 284.87 284.87 Viking Automatic Sprinkler Co. 2026 Alarm Monitoring- PW 100 4460-3030 625.00 625.00 Visu-Sewer, LLC Meter Deposit Refund 700 2326 2,500.00 5/5/2026 COUNCIL REPORT 04/15/26 to 04/28/26 Page 12 of 12 VENDOR NAME DESCRIPTION FUN ACCOUNT AMOUNT 2,500.00 Xcel Energy 02/17/26-03/18/26 100 4200-3210 36.58 02/17/26-03/18/26 100 4360-3210 490.52 02/17/26-03/18/26 100 4360-3220 890.53 02/17/26-03/18/26 100 4460-3210 3,041.68 02/17/26-03/18/26 100 4460-3220 4,083.15 02/17/26-03/18/26 100 4475-3250 258.22 02/17/26-03/18/26 252 4350-3210 3,458.68 02/17/26-03/18/26 252 4350-3220 2,547.82 02/17/26-03/18/26 255 4350-3210 192.64 02/17/26-03/18/26 700 4823-3220 1,001.52 02/17/26-03/18/26 700 4825-3210 9,151.84 02/17/26-03/18/26 730 4823-3210 -422.27 02/17/26-03/18/26 740 4416-3210 6,927.17 31,658.08 Z&K Avdiu, Inc. March Contract Cleaning 100 4460-3030 2,300.00 March Contract Cleaning 252 4350-3030 800.00 3,100.00 TOTAL 364,015.59 THIS PAGE LEFT BLANK INTENTIONALLY Item No. 06A MOUN-DitSVIEW Meeting Date May 11 , 2026 Type of Business: Presentation Administrator Review: City of Mounds View Staff Report To: Honorable Mayor and City Council From: Gayle Bauman, Finance Director Item Title/Subject: LB Carlson 2025 audit presentation INTRODUCTION The 2025 financial statements and audit results are complete and a presentation will be made to the City Council by the City's auditor, Aaron Nielsen of LB Carlson. The reports will be submitted to both the State Auditor and the Government Finance Officers Association and posted on the city's website. RECOMMENDATION Following the presentation, Council should consider a motion to accept the 2025 Financial Report and Audit Results. ATTACHMENTS A. Management Report B. Annual Comprehensive Financial Report C. Special Purpose Audit Report Respectfully Submitted, P� Gayle Bauman, Finance Director Management Report for City of Mounds View,Minnesota December 31, 2025 THIS PAGE INTENTIONALLY LEFT BLANK L13 CARLSON To the City Council and Management City of Mounds View,Minnesota We have prepared this management report in conjunction with our audit of the City of Mounds View, Minnesota's(the City)financial statements for the year ended December 31,2025.We have organized this report into the following sections: • Audit Summary • Governmental Funds Overview • General Fund Overview • Enterprise Funds Overview • Government-Wide Financial Statements • Accounting and Auditing Updates We would be pleased to further discuss any of the information contained in this report or any other concerns that you would like us to address. We would also like to express our thanks for the courtesy and assistance extended to us during the course of our audit. The purpose of this report is solely to provide those charged with governance of the City,management,and those who have responsibility for oversight of the financial reporting process comments resulting from our audit process and information relevant to city finances in Minnesota.Accordingly,this report is not suitable for any other purpose. Respectfully submitted, Z 19 , t—�—P LB CARLSON,LLP Minneapolis,Minnesota April 28, 2026 76333S,8150 • • • THIS PAGE INTENTIONALLY LEFT BLANK AUDIT SUMMARY The following is a summary of our audit work, key conclusions, and other information that we consider important or that is required to be communicated to the City Council,administration,or those charged with governance of the City. OUR RESPONSIBILITY UNDER AUDITING STANDARDS GENERALLY ACCEPTED IN THE UNITED STATES OF AMERICA AND GOVERNMENTAUDITING STANDARDS We have audited the financial statements of the governmental activities,the business-type activities, each major fund, and the aggregate remaining fund information of the City as of and for the year ended December 31, 2025. Professional standards require that we provide you with information about our responsibilities under auditing standards generally accepted in the United States of America and Government Auditing Standards, as well as certain information related to the planned scope and timing of our audit. We have communicated such information to you verbally and in our audit engagement letter. Professional standards also require that we communicate the following information related to our audit. PLANNED SCOPE AND TIMING OF THE AUDIT We performed the audit according to the planned scope and timing previously discussed and coordinated in order to obtain sufficient audit evidence and complete an effective audit. AUDIT OPINIONS AND FINDINGS Based on our audit of the City's financial statements for the year ended December 31,2025: • We have issued unmodified opinions on the City's basic financial statements. • We reported one matter involving the City's internal control over financial reporting that we consider to be a material weakness. Due to the limited size of the City's office staff, the City has limited segregation of duties in certain areas. • The results of our testing disclosed no instances of noncompliance that are required to be reported under Government Auditing Standards. • We reported one finding based on our testing of the City's compliance with Minnesota laws and regulations. We noted that 1 of 40 disbursements tested were not paid within the 35-day period as required by Minnesota Statutes § 471.425, Subd.2. OTHER OBSERVATIONS AND RECOMMENDATIONS Internal Controls Over Vendors A relatively common method of attempting to defraud local governments involves inducing them to pay claims from fictitious vendors for goods or services that were never provided. Strong safeguards over adding new vendors or making changes to existing vendors within the government's accounts payable system is an important control to mitigate this risk. Some considerations in this area include: • Limiting the number of employees with access to add or alter vendor records within the accounts payable system, • Requiring vendor additions or changes to be reviewed and approved by supervisory personnel, preferably one not directly involved in processing accounts payable, • Verifying the legitimacy of vendors by obtaining a W-9 or other means, • Verifying any changes to vendor address or banking information prior to processing payments,and • Periodically reviewing the vendor listing to remove inactive vendors from the system. -1- Uniform Guidance Revisions Although the City did not earn enough federal funding to require a Single Audit of its expenditures of federal awards this year,if the City receives any federal funding it is obligated to maintain a comprehensive system of internal controls over federal grant compliance that is up to date with current requirements. The U.S. Office of Management and Budget issued a revision to Title 2 U.S. Code of Federal Regulations Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (Uniform Guidance) in 2024, aiming to streamline grant management and reduce grantor agency and recipient burden. The revised guidance is effective for new federal grant entitlements awarded on or after October 1, 2024. The revision includes a number of significant changes to the federal Single Audit process, including: an increase in dollar threshold for requiring a Single Audit from $750,000 to $1,000,000; changes to the thresholds and process used for determining major programs;an increase in the threshold for the disposition of equipment and remitting unused supplies from $5,000 to $10,000; and an increase in the federal de minimis indirect cost rate from 10 percent to 15 percent.Key changes to written policy requirements for recipients include: enhancement of cybersecurity controls, inclusion of veteran-owned businesses to the group of entities for procurement preference,and a broadened scope for reporting of mandatory disclosures. We recommend the City review its internal control policies to ensure compliance with current guidance. SIGNIFICANT ACCOUNTING POLICIES Management is responsible for the selection and use of appropriate accounting policies. The significant accounting policies used by the City are described in Note 1 of the notes to basic financial statements.No new accounting policies were adopted and the application of existing policies was not changed during the year. We noted no transactions entered into by the City during the year for which there is a lack of authoritative guidance or consensus. All significant transactions have been recognized in the financial statements in the proper period. ACCOUNTING ESTIMATES AND MANAGEMENT JUDGMENTS Accounting estimates are an integral part of the financial statements prepared by management and are based on management's knowledge and experience about past and current events and assumptions about future events. Certain accounting estimates are particularly sensitive because of their significance to the financial statements and because of the possibility that future events affecting them may differ significantly from those expected. The most sensitive estimates affecting the financial statements were: • Depreciation—Management's estimates of depreciation expense are based on the estimated useful lives of the assets. • OPEB and Pension Benefits — The City has recorded liabilities and activity for other post-employment benefits (OPEB) and pension benefits. Actuarial estimates of these obligations are calculated using actuarial methodologies described in Governmental Accounting Standards Board Statement Nos. 68 and 75. The actuarial calculations include significant assumptions, including projected changes, healthcare insurance costs, investment returns, retirement ages, proportionate share, and employee turnover. • Value of Land Held for Resale—These assets are stated at the lower of cost or acquisition value based on management's estimates. • Compensated Absences — Management's estimate is based on current rates of pay, unused compensated absence balances, and the likelihood compensated absences will be paid out over the course of employment or at termination. -2- We evaluated the key factors and assumptions used by management to develop these estimates in determining that they are reasonable in relation to the basic financial statements taken as a whole. Certain financial statement disclosures are particularly sensitive because of their significance to financial statement users. The disclosures included in the notes to the basic financial statements related to OPEB and pension benefits are particularly sensitive,due to the materiality of the liabilities,and the large and complex estimates involved in determining the disclosures. The financial statement disclosures are neutral,consistent, and clear. DIFFICULTIES ENCOUNTERED IN PERFORMING THE AUDIT We encountered no significant difficulties in dealing with management in performing and completing our audit. CORRECTED AND UNCORRECTED MISSTATEMENTS Professional standards require us to accumulate all known and likely misstatements identified during the audit, other than those that are clearly trivial, and communicate them to the appropriate level of management. Management has corrected all such misstatements. In addition, none of the misstatements detected as a result of audit procedures and corrected by management were material, either individually or in the aggregate,to each opinion unit's financial statements taken as a whole. DISAGREEMENTS WITH MANAGEMENT For purposes of this report, a disagreement with management is a financial accounting, reporting, or auditing matter, whether or not resolved to our satisfaction that could be significant to the financial statements or the auditor's report. We are pleased to report that no such disagreements arose during the course of our audit. MANAGEMENT REPRESENTATIONS We have requested certain representations from management that are included in the management representation letter dated April 28, 2026. MANAGEMENT CONSULTATIONS WITH OTHER INDEPENDENT ACCOUNTANTS In some cases, management may decide to consult with other accountants about auditing and accounting matters,similar to obtaining a"second opinion"on certain situations.If a consultation involves application of an accounting principle to the City's financial statements or a determination of the type of auditor's opinion that may be expressed on those statements, our professional standards require the consulting accountant to check with us to determine that the consultant has all the relevant facts. To our knowledge, there were no such consultations with other accountants. OTHER AUDIT FINDINGS OR ISSUES We generally discuss a variety of matters, including the application of accounting principles and auditing standards with management each year prior to retention as the City's auditors. However,these discussions occurred in the normal course of our professional relationship and our responses were not a condition to our retention. -3- OTHER MATTERS We applied certain limited procedures to the management's discussion and analysis (MD&A) and the pension and OPEB-related required supplementary information (RSI) that supplement the basic financial statements. Our procedures consisted of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We did not audit the RSI and do not express an opinion or provide any assurance on the RSI. We were engaged to report on the supplementary information, as described in the table of contents,which accompanies the financial statements, but is not RSI. With respect to this supplementary information, we made certain inquiries of management and evaluated the form, content, and methods of preparing the information to determine that the information complies with accounting principles generally accepted in the United States of America, the method of preparing it has not changed from the prior period, and the information is appropriate and complete in relation to our audit of the financial statements. We compared and reconciled the supplementary information to the underlying accounting records used to prepare the financial statements or to the financial statements themselves. We were not engaged to report on the introductory section and the statistical section,which accompany the financial statements, but are not RSI. Such information has not been subjected to the auditing procedures applied in the audit of the basic financial statements and, accordingly, we do not express an opinion or provide any assurance on it. -4- GOVERNMENTAL FUNDS OVERVIEW This section of the report provides you with an overview of the financial trends and activities of the City's governmental funds,which includes the General, special revenue, debt service, and capital projects funds. These funds are used to account for the basic services the City provides to all of its citizens, which are financed primarily with property taxes. The governmental fund information in the City's financial statements focuses on budgetary compliance and the sufficiency of each governmental fund's current assets to finance its current liabilities. GOVERNMENTAL FUND BALANCES The following table summarizes the changes in the fund balances of the City's governmental funds during the year ended December 31,2025,presented both by fund balance classification and by major fund: Governmental Funds Change in Fund Balance Fund Balance as of December 31, 2025 2024 Change Fund balances of governmental funds Total by classification Nonspendable $ 37,847 $ 56,081 $ (18,234) Restricted 2,836,053 2,637,373 198,680 Assigned 11,971,171 12,427,329 (456,158) Unassigned 4,695,761 4,309,823 385,938 Total governmental funds $ 19,540,832 $ 19,430,606 $ 110,226 Total by fund General $ 8,546,384 $ 8,076,660 $ 469,724 Economic Development Authority Special Revenue 1,513,412 1,439,985 73,427 Community Center Special Revenue 179,125 252,932 (73,807) TIF District No.5 Special Revenue 64,523 55,397 9,126 Vehicle and Equipment Capital Projects 2,455,054 2,867,094 (412,040) Special Projects Capital Projects 3,280,792 3,632,306 (351,514) Street Improvement Capital Projects 2,415,886 2,216,511 199,375 Nonmajor 1,085,656 889,721 195,935 Total governmental funds $ 19,540,832 $ 19,430,606 $ 110,226 In total, the fund balances of the City's governmental funds increased by $110,226 during the year. The largest increase was in the General Fund with an increase in unassigned fund balance. The decrease in assigned fund balance was primarily due to spending for capital projects. -5- GOVERNMENTAL FUNDS REVENUE The following table presents the City's governmental funds revenue by source for the last two fiscal years. Governmental Funds Revenue by Source 2025 2024 Year-to-Year Change Percent Percent Dollar Percent Revenue of Total Revenue of Total Change Change Taxes $ 10,256,034 66.7 % $ 9,607,028 65.9 % $ 649,006 6.8 % Intergovernmental 2,659,847 17.3 2,280,314 15.7 379,533 16.6 % Fines and forfeits 63,763 0.4 43,578 0.3 20,185 46.3 % Charges for services 760,696 5.0 754,583 5.2 6,113 0.8 % Licenses and permits 348,041 2.3 311,342 2.1 36,699 11.8 % Other 1,273,394 8.3 1,567,318 10.8 (293,924) (18.8) % Total revenue $ 15,361,775 100.0 % $ 14,564,163 100.0 % $ 797,612 5.5 % The City's governmental fund revenues for 2025 were$15,361,775, an increase of$797,612 (5.5 percent) from the prior year. Property taxes increased as anticipated with the change in the adopted levy. Intergovernmental revenues are up compared to the prior year, due to the City receiving additional local affordable housing aid and revenue from other cities for their share of trail projects completed in the current year.These increases were slightly offset by a decrease in other sources,largely due to the fees from conduit debt issued in the previous year, and not in the current year. -6- PROPERTY TAXES Minnesota cities rely heavily on local property taxes to support governmental fund activities. In the 2025 fiscal year, ad valorem property taxes provided 47.9 percent while tax increment provided 13.0 percent of the City's total governmental funds revenue. The City's taxable market value increased by 4.1 percent for taxes payable in 2024 and 2.1 percent for taxes payable in 2025. The following graph shows the City's changes in taxable market value over the past 10 years: Taxable Market Value $1,800,000,000 $1,600,000,000 $1,400,000,000 $1,200,000,000 $1,000,000,000 $800,000,000 $600,000,000 $400,000,000 $200,000,000 $- 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 Tax capacity is considered the actual base available for taxation. It is calculated by applying the state's property classification system to each property's market value. Each property classification, such as commercial or residential,has a different calculation and uses different rates. Consequently, a city's total tax capacity will change at a different rate than its total market value, as tax capacity is affected by the proportion of its tax base that is in each property classification from year-to-year, as well as legislative changes to tax rates. The City's tax capacity increased 4.8 percent and decreased 0.9 percent for taxes payable in 2024 and 2025,respectively. The following graph shows the City's change in tax capacities over the past 10 years: Local Net Tax Capacity $25,000,000 $20,000,000 $15,000,000 $10,000,000 $5,000,000 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 -7- The following graph presents the City's certified tax levy and resulting tax rates applied to city residents for each of the last five levy years: Tax Levies and Rates $8,000,000 $7,472,100 39.0% $6,479,782 $6,884,768 $7,000,000 $6,178,870 38.0% $5,866,279 38.00/0 $6,000,000 37.0% $5,000,000 36.0% 35.6% $4,000,000 35.0% 35.2% 34.9% $3,000,000 34.0% 33.9% $2,000,000 33.0% $1,000,000 32.0% $— 31.0% 2021 2022 2023 2024 2025 —*--Certified Tax Levy --*—City Tax Rate The City's certified levy has continued to grow over the last five years,while the tax rate has also changed due to the shift of the tax base. -8- GOVERNMENTAL FUNDS EXPENDITURES The expenditures of governmental funds will also vary from state-wide averages and from year-to-year, based on the City's circumstances. Expenditures are classified into three types as follows: • Current—These are typically the general operating type expenditures occurring on an annual basis, and are primarily funded by general sources, such as taxes and intergovernmental revenues. • Capital Outlay and Construction—These expenditures do not occur on a consistent basis,more typically fluctuating significantly from year-to-year. Many of these expenditures are project-oriented,and are often funded by specific sources that have benefited from the expenditure, such as special assessment improvement projects. • Debt Service —Although the expenditures for debt service may be relatively consistent over the term of the respective debt, the funding source is the important factor. Some debt may be repaid through specific sources, such as special assessments or redevelopment funding, while other debt may be repaid with general property taxes. The following table presents the City's governmental funds expenditures by type for the last two fiscal years: Governmental Funds Expenditures by Type 2025 2024 Year-to-Year Change Percent Percent Dollar Percent Expenditures of Total Expenditures of Total Change Change Current General government $ 1,626,371 10.7 % $ 1,653,379 12.4 % $ (27,008) (1.6) % Public safety 4,750,775 31.3 4,477,705 33.7 273,070 6.1 % Streets and highways 898,802 5.9 850,640 6.4 48,162 5.7 % Sanitation 40,348 0.3 33,406 0.3 6,942 20.8 % Culture and recreation 1,980,833 13.0 2,089,452 15.7 (108,619) (5.2) % Economic development 2,592,223 17.1 2,555,315 19.2 36,908 1.4 % Total current 11,889,352 78.3 11,659,897 87.7 229,455 2.0 % Capital outlay 2,813,220 18.5 1,165,832 8.7 1,647,388 141.3 % Debt service 479,977 3.2 477,229 3.6 2,748 0.6 % Total expenditures $ 15,182,549 100.0 % $ 13,302,958 100.0 % $ 1,879,591 14.1 % Total expenditures in the City's governmental funds for 2025 were$15,182,549,an increase of$1,879,591 from the prior year. The increase in the current year was primarily due to the increase in capital outlay for streets and culture and recreation improvements. -9- THIS PAGE INTENTIONALLY LEFT BLANK GENERAL FUND OVERVIEW This section of the report focuses specifically on the financial trends and activities of the General Fund, which accounts for the financial activity of the basic services provided to the community. The primary services included within this fund include the administration of municipal operations, police and fire protection, permitting and building inspection, streets and highway maintenance, culture and recreation, and economic development. GENERAL FUND FINANCIAL POSITION The graph below illustrates the change in the fund balances of the General Fund over the last five years. General Fund Year-End Fund Balance As of December 31, $12,000,000 $10,000,000 $8,000,000 $6,000,000 $4,000,000 $2,000,000 $— 2021 2022 2023 2024 2025 C3 Unassigned $5,037,325 $5,273,021 $5,528,190 $4,309,823 $4,695,761 0 Assigned $5,073,391 $4,879,607 $3,023,160 $3,756,418 $3,834,439 ■Nonspendable $— $— $— $10,419 $16,184 Total fund balance at year-end was $8,546,384, an increase of$469,724 from the prior year, as compared to the final budget that projected a reduction of$427,965. The City's unassigned General Fund balance of$4,695,761 at the end of the 2025 fiscal year represents 50.0 percent of revenues and transfers in projected in the 2026 adopted budget. -10- The City has adopted a fund balance policy that establishes a minimum unassigned General Fund balance of between 35.0 percent and 50.0 percent of the subsequent year's budgeted revenues and transfers or a minimum five months of expenditures and transfers. The following graph presents this ratio for the last five years compared to this policy: Fund Balance as a Percentage of Expenditures Year Ended December 31, 65% 60% 55% 50% 45% 40% 35% 30% 2021 2022 2023 2024 2025 t Fund Balance Policy Maximum 50.0% 50.0% 50.0% 50.0% 50.0% --X--Fund Balance Policy Minimum 35.0% 35.0% 35.0% 35.0% 35.0% f-Unassigned Fund Balance r 62.5% 62.5% 60.8% 49.3% 50.0% As the graph illustrates, the City has been following this policy by maintaining a year-end fund balance above the 35.0 percent minimum required in the policy. A government, like any organization, requires a certain amount of equity to operate. A healthy financial position allows the City to avoid volatility in tax rates;helps minimize the impact of state funding changes; allows for the adequate and consistent funding of services,repairs, and unexpected costs; and is a factor in determining the City's bond rating and resulting interest costs. A trend that is typical of Minnesota local governments,especially the General Fund of cities,is the unusual cash flow experienced throughout the year. The City's General Fund cash disbursements are spread relatively evenly throughout the year, other than the impact of seasonal services such as snowplowing, street maintenance, and recreation activities. Cash receipts of the General Fund are quite a different story. Property taxes comprise about 61.5 percent of the fund's total annual revenue. Approximately half of the City's annual property tax levy is collected and remitted to the City by the end of June and the rest by December. Consequently, cities depend on the resources this fund balance represents to provide adequate cash reserves to finance their everyday operations between these collections. -11- GENERAL FUND REVENUE The following graph reflects the City's General Fund revenue sources for 2025 compared to budget: General Fund Revenue Budget and Actual Taxes Intergovernmental Fines and Forfeits Charges for Services Licenses and Permits All Other '85r '8J` '86 1r5 ■Budget ■ Actual General Fund revenue for 2025 was $9,261,421, which was $625,689 more than budget. Conservative budgeting for other sources (including investment earnings) and for intergovernmental revenues contributed to the favorable variance. Taxes were less than anticipated due to less collections than anticipated. The following graph presents the City's General Fund revenue by source for the last five years. The graph reflects the City's reliance on property and other taxes, which represented 65.9 percent of General Fund revenue in 2025. General Fund Revenue by Source Year Ended December 31, $7,000,000 $6,000,000 $5,000,000 $4,000,000 $3,000,000 $2,000,000 $1,000,000 Taxes Intergovernmental Fines and Forfeits Charges for Licenses and All Other Services Permits ■2021 $5,624,335 $2,078,190 $43,311 $42,893 $294,605 $292,465 82022 $5,900,858 $2,068,959 $38,418 $66,961 $374,631 $(129,892) 02023 $6,276,379 $1,725,979 $32,585 $236,538 $259,825 $1,094,669 ■2024 $6,540,898 $1,670,105 $36,486 $196,401 $311,342 S1,386,694 02025 $6,100,592 $1,714,632 $54,278 $159,355 $348,041 $884,523 Total General Fund revenue for 2025 was$880,505 less than last year. The decrease was largely due to the decrease in taxes and all other. Taxes decreased due a change in the allocation of the annual levy by fund that came with a corresponding decrease in the amount transferred to other funds.All other revenue sources were down with decreases in investment earnings and conduit debt fees in 2025 compared to 2024. -12- GENERAL FUND EXPENDITURES The following graph illustrates the components of General Fund spending for 2025 compared to budget: General Fund Expenditures Budget and Actual General Government Public Safety Streets &Highways Culture &Recreation Economic Development All Other -00 ,o�000"s�000,o�000 s�000,o�000 s�000,o�000 s�000'o�000 ■Budget ■ Actual General Fund expenditures for 2025 totaled $8,546,979, which was $272,000 (3.1 percent) under budget. Open positions,conservative budgeting,and attentive budget management and controls made up a majority of the under spending compared to budget. The following graph presents the City's General Fund expenditures by function for the last five years: General Fund Expenditures by Function Year Ended December 31, $5,000,000 $4,500,000 $4,000,000 $3,500,000 $3,000,000 $2,500,000 $2,000,000 $1,500,000 $1,000,000 $500,000 General Streets& Culture& Economic Government Public Safety Highways Recreation Development Capital Outlay Debt Service 02021 $1,264,919 $3,925,336 $642,661 $550,106 $514,150 $7,440 $162,551 ■2022 $1,362,444 $4,237,524 $730,270 $596,586 $547,562 $84,630 $158,015 02023 $1,620,010 $4,091,768 $794,777 $849,663 $616,634 $84,630 $121,799 82024 $1,625,663 $4,414,211 1 $850,535 1 $801,692 1 $447,015 1 $294,117 $84,677 IM20251 $1,623,444 $4,641,370 1 $888,640 1 $688,749 1 $497,696 1 $121,706 $85,374 Total General Fund expenditures for 2025 were $29,069 (0.3 percent) more than the previous year. The increase was largely found in public safety, which was up by $227,159, as anticipated in the budget with success filling some more of the open positions compared to last year. Spending was down for forestry costs in culture and recreation and for capital outlay based on the timing of needs,which offset a portion of the overall increase in the General Fund. -13- ENTERPRISE FUNDS OVERVIEW The City maintains several enterprise funds to account for services the City provides that are financed primarily through fees charged to those utilizing the services. This section of the report provides you with an overview of the financial trends and activities of the City's enterprise funds, which include the Water, Sewer, Storm Water,and Street Light Funds. ENTERPRISE FUNDS FINANCIAL POSITION The following table summarizes the changes in the financial position of the City's enterprise funds during the year ended December 31,2025,presented both by classification and by fund: Enterprise Funds Change in Financial Position Net Position as of December 31, 2025 2024 Change Net position of enterprise funds Total by classification Net investment in capital assets $ 11,724,683 $ 9,456,028 $ 2,268,655 Unrestricted 2,008,667 3,430,415 (1,421,748) Total enterprise funds $ 13,733,350 $ 12,886,443 $ 846,907 Total by fund Water $ 4,454,331 $ 4,331,311 $ 123,020 Sewer 5,134,161 4,876,713 257,448 Storm Water 4,060,372 3,598,240 462,132 Street Light 84,486 80,179 4,307 Total enterprise funds $ 13,733,350 $ 12,886,443 $ 846,907 In total, the net position of the City's enterprise funds increased by $846,907 during the year ended December 31, 2025. The City's ongoing investment in water, sewer, and storm water infrastructure contributed to the increase in net investment in capital assets,while reducing unrestricted net position. -14- WATER FUND The following graph shows the comparative operating results of the City's Water Fund over the last 5 years: Water Fund Year Ended December 31, 2025 $1,800,000 $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 - $400,000 i $200,000 $- 2021 2022 2023 2024 2025 �OperRev $1,459,780 $1,456,084 $1,459,121 $1,422,765 $1,672,709 OOperExp $1,016,188 $1,195,414 $1,343,218 $1,364,918 $1,506,811 Oper Inc $443,592 $260,670 $115,903 $57,847 $165,898 —Inc Before Dep $638,073 $446,851 $299,576 $230,834 $502,900 During fiscal 2025, the Water Fund reported an operating income of$165,898, compared to an operating income of$57,847 in fiscal 2024. Consumption will fluctuate from year-to-year based on many factors, including weather patterns and number of utility customers. Additional conservation measures on water usage by citizens also impact water consumption. The City should continue to review utility rates during its annual budget process to make sure an adequate, yet fair, rate is charged for the services provided. An increase in consumption and base charges contributed to the change in operating revenue. Operating expenses increased over the prior year with more depreciation of assets placed in service in the current year. The Water Fund reported a negative unrestricted net position at the end of 2025. This was largely due to ongoing improvements invested in the City's water infrastructure through the use of internal borrowing from the Sewer Fund instead of using external financing options. -15- SEWER FUND The following graph shows the comparative operating results of the Sanitary Sewer Fund for the last 5 years: Sewer Fund Year Ended December 31,2025 $2,500,000 $2,250,000 - $2,000,000 - $1,750,000 $1,500,000 $1,250,000 $1,000,000 $750,000 $500,000 $250,000 2021 2022 2023 2024 2025 �OperRev $1,918,458 $2,008,148 $2,021,405 $2,198,187 $2,262,949 OOperExp $1,635,600 $1,933,490 $1,808,117 $1,894,691 $1,989,131 Oper Inc $282,858 $74,658 $213,288 $303,496 $273,818 —Inc Before Dep $405,204 $186,178 $340,131 $433,275 $425,966 The major expense of the sewer operation is the charge from the Metropolitan Council Environmental Services(MCES). The main cause of the expense fluctuations from year-to-year at times are changes made to the charges from the MCES reflecting the results of its sewer treatment operations. The Sewer Fund maintains a healthy financial position. During fiscal 2025, the Sewer Fund reported operating income of$273,818, compared to an operating income of$303,496 in fiscal 2024. The increase in personal services and contractual services contributed to the change in operating expenses, compared to the prior year. The City should continue to review utility rates during its annual budget process to make sure an adequate,yet fair,rate is charged for the services provided. -16- STORM WATER FUND The following graph shows the comparative operating results of Storm Water Fund for the last 5 years: Storm Water Fund Year Ended December 31,2025 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 2021 2022 2023 2024 2025 �Oper Rev $371,382 $410,636 $437,558 $479,997 $504,489 OOper Exp $288,349 $345,701 $372,694 $392,471 $440,177 Oper Inc 1 $83,033 $64,935 $64,864 $87,526 $64,312 -Inc Before Dep 1 $117,029 $99,031 $99,549 $126,309 $92,826 The Storm Water Fund maintains a healthy financial position. During fiscal 2025, the Storm Water Fund reported an operating income of$64,312,compared to an operating income of$87,526 in fiscal 2024. The increase in personal services contributed to the change in operating expenses, compared to the prior year. The City should continue to review utility rates during its annual budget process to make sure an adequate, yet fair,rate is charged for the services provided. -17- STREET LIGHT FUND The following graph shows the comparative operating results of the Street Light Fund for the last 5 years: Street Light Fund Year Ended December 31,2025 $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 $— $(20,000) 2021 2022 2023 2024 2025 �Oper Rev $105,072 $105,179 $107,351 $118,762 $125,887 OOper Exp $95,709 $115,962 $113,899 $124,131 $121,903 Oper Inc(Loss) $9,363 $(10,783) $(6,548) $(5,369) $3,984 During fiscal 2025,the Street Light Fund reported an operating income of$3,984,compared to an operating loss of$5,369 in fiscal 2024. A modest increase in revenues from an increase in rates and slight reduction in spending accounted for the change in operating results compared to the prior year. -18- THIS PAGE INTENTIONALLY LEFT BLANK GOVERNMENT-WIDE FINANCIAL STATEMENTS In addition to fund-based information, the current reporting model for governmental entities also requires the inclusion of two government-wide financial statements designed to present a clear picture of the City as a single, unified entity. These government-wide financial statements provide information on the total cost of delivering services,including capital assets and long-term liabilities. STATEMENT OF NET POSITION The Statement of Net Position essentially tells you what the City owns and owes at a given point in time, the last day of the fiscal year. Theoretically, net position represents the resources the City has leftover to use for providing services after its debts are settled. However,those resources are not always in spendable form, or there may be restrictions on how some of those resources can be used. Therefore, net position is divided into three components: net investment in capital assets,restricted, and unrestricted. The following table presents the components of the City's net position as of December 31,2025,and 2024, for governmental activities and business-type activities: As of December 31, 2025 2024 Change Net position Governmental activities Net investment in capital assets $ 33,249,497 $ 33,174,862 $ 74,635 Restricted 2,798,771 2,589,059 209,712 Unrestricted 11,661,064 11,541,168 119,896 Total governmental activities 47,709,332 47,305,089 404,243 Business-type activities Net investment in capital assets 11,724,683 9,456,028 2,268,655 Unrestricted 2,008,667 3,430,415 (1,421,748) Total business-type activities 13,733,350 12,886,443 846,907 Total net position $ 61,442,682 $ 60,191,532 $ 1,251,150 The City's total net position on December 31,2025,was $1,251,150 more than the previous year. Governmental activities' net position increased by $404,243. The increase was primarily in the restricted portion of net position as presented in the table above. The net investment in capital assets was also up in the current year,as capital asset additions exceeded the amount of depreciation in fiscal 2025.Unrestricted net position also improved, which is consistent with the earlier discussion of the increase in unassigned fund balance of the General Fund. Business-type activities net position increased by $846,907. The change in the net investment in capital assets portion of net position is consistent with our earlier discussion for enterprise funds with an increase in water, sewer, and storm water infrastructure assets using unrestricted resources. At the end of the current fiscal year,the City continues to present positive balances in all categories of net position,both for the government as a whole,and for its separate governmental and business-type activities. The same situation held true for the prior fiscal year. -19- STATEMENT OF ACTIVITIES The Statement of Activities tracks the City's yearly revenues and expenses,as well as any other transactions that increase or reduce total net position. These amounts represent the full cost of providing services. The Statement of Activities provides a more comprehensive measure than just the amount of cash that changed hands,as reflected in the fund-based financial statements. This statement includes the cost of supplies used, depreciation of long-lived capital assets, and other accrual-based expenses. The following table presents the change in the net position of the City for the years ended December 31, 2025 and 2024: 2025 2024 Program Expenses Revenues Net Change Net Change Net(expense)revenue Governmental activities General government $ 1,813,913 $ 334,230 $ (1,479,683) $ (1,102,858) Public safety 5,079,126 646,103 (4,433,023) (4,388,541) Streets and highways 2,888,786 1,030,952 (1,857,834) (1,952,002) Sanitation 38,574 37,723 (851) (6,012) Culture and recreation 2,483,435 793,767 (1,689,668) (2,029,605) Economic development 2,574,322 543,178 (2,031,144) (2,148,009) Interest and fiscal charges 122,902 — (122,902) (132,604) Business-type activities Water 1,556,915 1,889,191 332,276 (137,131) Sewer 1,989,131 2,262,949 273,818 303,496 Storm water 557,245 504,489 (52,756) 202,676 Street light 121,903 125,887 3,984 (5,369) Total $ 19,226,252 $ 8,168,469 (11,057,783) (11,395,959) General revenues Taxes 10,296,366 9,646,039 General grants and contributions 1,031,977 1,028,306 Other general revenues 99,008 — Investment earnings 881,582 950,482 Total general revenues 12,308,933 11,624,827 Change in net position 1,251,150 228,868 Net position—beginning 60,191,532 59,962,664 Netposition—ending $ 61,442,682 $ 60,191,532 One of the goals of this statement is to provide a side-by-side comparison to illustrate the difference in the way the City's governmental and business-type operations are financed. The table clearly illustrates the dependence of the City's governmental operations on general revenues, such as taxes and unrestricted grants. It also shows that the City's business-type activities are largely generating sufficient program revenues (service charges and program-specific grants) to cover expenses. This is critical given the pressures on the general revenue sources. -20- ACCOUNTING AND AUDITING UPDATES The following is a summary of Governmental Accounting Standards Board(GASB) standards expected to be implemented in the next few years. GASB STATEMENT No.103,FINANCIAL REPORTING MODEL IMPROVEMENTS The objective of this statement is to improve key components of the financial reporting model to enhance its effectiveness in providing information that is essential for decision making and assessing a government's accountability. This statement also addresses certain application issues. This statement continues the requirement that the basic financial statements be preceded by management's discussion and analysis (MD&A), which is presented as required supplementary information (RSI). This statement requires that the information presented in MD&A be limited to the related topics discussed in five sections: (1) Overview of the Financial Statements, (2) Financial Summary, (3) Detailed Analyses, (4) Significant Capital Asset and Long-Term Financing Activity, and (5) Currently Known Facts, Decisions,or Conditions.Furthermore,this statement stresses that the detailed analyses should explain why balances and results of operations changed rather than simply presenting the amounts or percentages by which they changed. In addition, this statement continues the requirement that information included in MD&A distinguish between that of the primary government and its discretely presented component units. This statement defines unusual or infrequent items as transactions and other events that are either unusual in nature or infrequent in occurrence,and requires governments to display the inflows and outflows related to each unusual or infrequent item separately. This statement requires that the proprietary fund statement of revenues, expenses,and changes in fund net position continue to distinguish between operating and nonoperating revenues and expenses. In addition to the subtotals currently required in a proprietary fund statement of revenues, expenses, and changes in fund net position, this statement requires that a subtotal for operating income (loss) and noncapital subsidies be presented before reporting other nonoperating revenues and expenses. This statement requires governments to present each major component unit separately in the reporting entity's statement of net position and statement of activities if it does not reduce the readability of the statements. If the readability of those statements would be reduced, combining statements of major component units should be presented after the fund financial statements. This statement requires governments to present budgetary comparison information using a single method of communication—RSI.Governments also are required to present(1)variances between original and final budget amounts and(2)variances between final budget and actual amounts. An explanation of significant variances is required to be presented in the notes to RSI. The requirements of this statement are effective for fiscal years beginning after June 15, 2025, and all reporting periods thereafter. Earlier application is encouraged. -21- GASB STATEMENT NO.104,DISCLOSURE OF CERTAIN CAPITAL ASSETS The objective of this statement is to provide users of government financial statements with essential information about certain types of capital assets. This statement requires certain types of capital assets to be disclosed separately in the capital assets note disclosures required by GASB Statement No. 34. Lease assets recognized in accordance with Statement No. 87,Leases, and intangible right-to-use assets recognized in accordance with Statement No. 94, Public-Private and Public-Public Partnerships and Availability Payment Arrangements, should be disclosed separately by major class of underlying asset in the capital assets note disclosures. Subscription assets recognized in accordance with Statement No. 96, Subscription-Based Information Technology Arrangements, also should be separately disclosed. In addition, this statement requires intangible assets other than those three types to be disclosed separately by major class. This statement also requires additional disclosures for capital assets held for sale. A capital asset is considered held for sale if(a)the government has decided to pursue the sale of the capital asset and(b) it is probable that the sale will be finalized within one year of the financial statement date. Governments should consider relevant factors to evaluate the likelihood of the capital asset being sold within the established time frame. Capital assets held for sale are required to be evaluated each reporting period. Governments should disclose(1)the ending balance of capital assets held for sale,with separate disclosure for historical cost and accumulated depreciation by major class of asset,and(2)the carrying amount of debt for which the capital assets held for sale are pledged as collateral for each major class of asset. The requirements of this statement are effective for fiscal years beginning after June 15, 2025, and all reporting periods thereafter. Earlier application is encouraged. GASB STATEMENT NO.105,SUBSEQUENT EVENTS The objective of this statement is to improve the financial reporting requirements for subsequent events, thereby enhancing consistency in their application and better meeting the information needs of financial statement users. This statement defines subsequent events as transactions or other events that occur after the date of the financial statements but before the date the financial statements are available to be issued. This statement describes the date the financial statements are available to be issued as the date at which (1)the financial statements are complete in a form and format that complies with generally accepted accounting principles and(2)approvals necessary for issuance have been obtained.That definition modifies the subsequent events time frame throughout the GASB literature.This statement also requires the date through which subsequent events have been evaluated to be disclosed. This statement clarifies the subsequent events that constitute recognized and nonrecognized events and establishes specific note disclosure requirements for nonrecognized events. The requirements of this statement are effective for fiscal years beginning after June 15, 2026, and all reporting periods thereafter. Earlier application is encouraged. -22- THIS PAGE LEFT BLANK INTENTIONALLY City of Mounds View Minnesota M I O S EW Annual Comprehensive Financial Report For the Year Ended December 31 , 2025 CITY OF MOUNDS VIEW RAMSEY COUNTY,MINNESOTA Annual Comprehensive Financial Report For the Fiscal Year Ended December 31,2025 Report Prepared by Finance Department THIS PAGE INTENTIONALLY LEFT BLANK CITY OF MOUNDS VIEW Table of Contents Page INTRODUCTORY SECTION Letter of Transmittal i—iv GFOA Certificate of Achievement v Principal City Officials vi Organizational Chart vii FINANCIAL SECTION INDEPENDENT AUDITOR'S REPORT 1-4 MANAGEMENT'S DISCUSSION AND ANALYSIS 5-15 BASIC FINANCIAL STATEMENTS Government-Wide Financial Statements Statement of Net Position 16 Statement of Activities 17-18 Fund Financial Statements Governmental Funds Balance Sheet 19-20 Reconciliation of the Balance Sheet to the Statement of Net Position 21 Statement of Revenues,Expenditures,and Changes in Fund Balances 22-23 Reconciliation of the Statement of Revenues,Expenditures,and Changes in Fund Balances to the Statement of Activities 24 Statement of Revenues,Expenditures,and Changes in Fund Balances— Budget and Actual—General Fund 25-26 Statement of Revenues,Expenditures,and Changes in Fund Balances— Budget and Actual—Economic Development Authority Special Revenue Fund 27 Statement of Revenues,Expenditures,and Changes in Fund Balances— Budget and Actual—Community Center Special Revenue Fund 28 Statement of Revenues,Expenditures,and Changes in Fund Balances— Budget and Actual—Tax Increment Financing District No. 5 Special Revenue Fund 29 Proprietary Funds Statement of Net Position 30 Statement of Revenues,Expenses,and Changes in Net Position 31 Statement of Cash Flows 32 Notes to Basic Financial Statements 33-65 REQUIRED SUPPLEMENTARY INFORMATION PERA—General Employees Retirement Fund Schedule of City's and Nonemployer Proportionate Share of Net Pension Liability 66 Schedule of City Contributions 66 PERA—Public Employees Police and Fire Fund Schedule of City's and Nonemployer Proportionate Share of Net Pension Liability 67 Schedule of City Contributions 67 Other Post-Employment Benefits Plan Schedule of Changes in the City's Total OPEB Liability and Related Ratios 68 Notes to Required Supplementary Information 69-75 CITY OF MOUNDS VIEW Table of Contents (continued) Page SUPPLEMENTARY INFORMATION Combining and Individual Fund Statements and Schedules Nonmajor Governmental Funds Combining Balance Sheet 76 Combining Statement of Revenues,Expenditures,and Changes in Fund Balances 77 Nonmajor Special Revenue Funds Combining Balance Sheet 78-79 Combining Statement of Revenues,Expenditures,and Changes in Fund Balances 80-81 Schedule of Revenues,Expenditures,and Changes in Fund Balances— Budget and Actual Cable Television Fund 82 Police Forfeiture Fund 83 Lakeside Park Fund 84 Recycling Grant Fund 85 Tax Increment Financing District No. 6 Fund 86 Tax Increment Financing District No. 7 Fund 87 STATISTICAL SECTION(UNAUDITED) Net Position by Component 88-89 Changes in Net Position 90-93 Governmental Activities Tax Revenues by Source 94 Fund Balances of Governmental Funds 95-96 Changes in Fund Balances of Governmental Funds 97-98 General Governmental Tax Revenues by Source 99 Tax Capacity Value and Estimated Actual Value of Taxable Property 100-101 Property Tax Rates—Direct and Overlapping Governments 102-103 Principal Property Taxpayers 104 Property Tax Levies and Collections 105 Ratios of Outstanding Debt by Type 106-107 Ratios of General Bonded Debt Outstanding 108 Direct and Overlapping Governmental Activities Debt 109 Legal Debt Margin Information 110-111 Pledged Revenue Coverage 112 Demographic and Economic Statistics 113 Principal Employers 114 Full-Time Equivalent City Government Employees by Function 115-116 Operating Indicators by Function 117-118 Capital Asset Statistics by Function 119-120 INTRODUCTORY SECTION Phone: (763) 717-4000 Fax: (763) 717-4019 MOUNDS VIEW April 28, 2026 Honorable Mayor,Members of the City Council, and Residents City of Mounds View,Minnesota State law requires that all municipalities complete a set of financial statements presented in conformity with accounting principles generally accepted in the United States of America, and these statements are to be audited by a firm of certified public accountants or the Office of the State Auditor. Pursuant to that requirement,we hereby submit the Annual Comprehensive Financial Report(ACFR)of the City of Mounds View,Minnesota(the City)for the fiscal year ended December 31,2025. This report consists of management's representations concerning the finances of the City. Consequently, management assumes full responsibility for the completeness and reliability of all of the information presented in this report.To provide a reasonable basis for making these representations,management of the City has established a comprehensive internal control framework that is designed both to protect the City's assets from loss, theft, or misuse and to compile sufficient reliable information for the preparation of the City's financial statements in conformity with accounting principles generally accepted in the United States of America. Because the cost of internal controls should not outweigh their benefits, the City's comprehensive framework of internal controls has been designed to provide reasonable, rather than absolute, assurance that the financial statements will be free from material misstatement. As management, we assert that, to the best of our knowledge and belief, this financial report is complete and reliable in all material respects. The City's financial statements have been audited by LB Carlson, LLP, a firm of certified public accountants. The goal of the independent audit was to provide reasonable assurance that the financial statements of the City for the fiscal year ended December 31,2025, are free of material misstatement. The independent audit involved examining,on a test basis,evidence supporting the amounts and disclosures in the financial statements; assessing the accounting principles used and significant estimates made by management; and evaluating the overall financial statement presentation. The independent auditor concluded, based upon the audit, that there was a reasonable basis for rendering unmodified opinions that the basic financial statements for the year ended December 31, 2025, are fairly presented in conformity with accounting principles generally accepted in the United States of America. The independent auditor's report is presented as the first component of the financial section of this report. Accounting principles generally accepted in the United States of America require that management provide a narrative introduction, overview, and analysis to accompany the basic financial statements in the form of management's discussion and analysis (MD&A). This letter of transmittal is designed to complement the MD&A and should be read in conjunction with it. The City's MD&A can be found immediately following the report of the independent auditor. -i- 2401 Mounds View Boulevard•Mounds View,MN 55112-1499 Website address: http://www.moundsviewnm.gov Profile of the City The City is located in the northwest corner of Ramsey County, approximately eight miles north of the City of Saint Paul. The City encompasses an area of approximately 4.25 square miles.Population was 10,599 in 1970, 12,593 in 1980, 12,541 in 1990, 12,738 in 2000, 12,155 in 2010, and 13,249 in 2020. The City is empowered to levy a property tax on both real and personal property located within its boundaries. The City has been a municipal corporation since 1958. The City operates under a Home Rule Charter (the Charter)that was adopted in 1979. The Charter was most recently amended on March 15, 2023. The form of government established by the Charter is the Mayor/City Council plan. There is a Mayor and four City Council members, all of whom are elected at large. The City provides a full range of services,including police and fire protection,planning and zoning, streets and roads, parks and recreation, and a community center. Certain utilities are provided through Water, Sewer, Storm Water, and Street Light Funds that operate as departments of the City. The Economic Development Authority of the City is treated as a blended component unit of the City and is reported as a Special Revenue Fund. Fire protection is provided through the joint Spring Lake Park—Blaine—Mounds View Fire Department (the Fire Department). Only the City's contribution to the Fire Department is reported in these financial statements. The annual operating budget is the core of the City's financial planning. All departments and all funds are required to submit budget requests. The City adopts annual budgets for the General Fund and most special revenue funds. The state of Minnesota requires local governments to meet certain processes and deadlines for consideration, public notification, and adoption of property tax levies. These requirements form the basis of the City's entire budget process. Additional details on the profile of the City can be found in Note 1 of the notes to basic financial statements. Local Economic Condition and Outlook The City is over 90 percent developed with the majority of land having been developed as single-family housing. Since the City is primarily residential, many residents are employed in other parts of the metropolitan area. Interstate Highway 35W, U.S. Highway 10, and Mounds View Boulevard traverse the City, providing easy access routes for commuters and commercial traffic. Mounds View Boulevard was formerly County Road 10, which was formerly U.S. Highway 10, until a new freeway segment was constructed and took the name. The City had three new residential dwellings in 2025. This compares with one new residential dwelling in 2024.The City issued no new commercial building permits in 2025,compared with none in 2024. The City issued 1,264 building permits in 2025, compared with 1,304 in 2024, at a total constructed value of $12,424,483, compared with $11,354,549 in 2024. The City anticipates modest residential development and three to four potential restaurant/retail commercial developments in 2026. It is unlikely at this time that the City will see a reduction in anticipated aid payments in the next state budget cycle. The City prepared the 2026 operating budget at 90 percent of certified state aid and thus a reduction, if any,will have less of an impact on the City. The City has entered into tax abatement agreements for projects that,but for city assistance,would not have occurred. The benefit to the City is elimination of blighted and underutilized properties,job creation, and increased tax base in the future years. -ii- Long-Term Financial Planning The City maintains a bond rating of AA, which was confirmed as part of financing upgrades to the water treatment processes and facilities; this continues to reflect the City's favorable financial position. This would provide a lower interest rate should the City desire to use long-term borrowing for future capital and infrastructure improvements. The greatest infrastructure need facing the City is the condition of its utility infrastructure. The City has made significant improvements to the water treatment system beginning in 2020 and running through 2023.In addition,the City is completing the replacement of its 27-year-old water meters. The City issued bonds to finance the improvements. The City completed a 10-year street improvement program in 2017 that rehabilitated 25.9 miles of streets. The City continues reconstruction of streets that were not part of the 10-year street improvement program. The next streets being considered for improvement are Mounds View Drive, Edgewood (from Mounds View Boulevard to County Rd I) and County Road H2 (from Mounds View Boulevard to Program). Future street reconstruction will be financed by a combination of different revenue sources: franchise taxes, municipal state aid, and a general property tax levy will serve as the main sources. Making street reconstruction affordable for citizens was a goal of the City. The City continues to develop a long-term street maintenance program to finance future street maintenance. State funding to cities has stabilized in recent years, but the state is forecasting a budget deficit in future years. The City Council and the City's staff will need to continue to make difficult choices in determining the manner in which to finance services provided to citizens. The City continues to work on redevelopment opportunities in parts of the City that will enhance the tax base, increase job opportunities,and provide amenities desired by the residents. Relevant Financial Policies In past years,the state has reduced aid to local governments during economic downturns. The City's policy is to not anticipate full payment of future aid and plans to construct future budgets with reduced amounts of aid payments. Major Initiatives The major economic development initiative continues to be the upgrading of Mounds View Boulevard. Ramsey County will be adding J-turns to Mounds View Boulevard with the objective of improving traffic flow and safety on the major corridor through the City's main commercial district. This is a multi-year project and achieving this should trigger new interest in development and redevelopment of commercial properties along the corridor. The City is working with a developer on a housing development known as Long Lake Woods that would add 12 to 14 buildable lots.The City is also researching wetland banking instead of a market rate townhome development in the Arden Park area. There is a 4-unit townhome project moving forward in 2026 and a developer is looking at a potential 4-story boutique hotel. There are also some major changes proposed for Mounds View Square and a few smaller commercial properties in the process of either renovation or being acquired for a new business. -iii- Awards and Acknowledgements The Government Finance Officers Association of the United States and Canada (GFOA) awarded a Certificate of Achievement for Excellence in Financial Reporting to the City for its ACFR for the fiscal year ended December 31,2024.In order to be awarded a Certificate of Achievement,the City had to publish an easily readable and efficiently organized ACFR that satisfied both generally accepted accounting principles and applicable legal requirements. A Certificate of Achievement is valid for a period of one year only. We believe that our current ACFR continues to meet the Certificate of Achievement Program's requirements, and we are submitting it to the GFOA to determine its eligibility for another certificate. The preparation of this report would not have been possible without the dedicated services of the finance and administrative staff of the City. I would like to express my appreciation to all staff members who assisted in the preparation of this report.Credit must also be given to the Mayor and City Council who have supported changes to improve the financial processes and position of the City. Respectfully submitted, Nyle Zikmund Gayle Bauman City Administrator Finance Director -iv- Government Finance Officers Association Certificate of Achievement for Excellence in Financial Reporting Presented to City of Mounds View Minnesota For its Annual Comprehensive Financial Report For the Fiscal Year Ended December 31, 2024 Executive Director/CEO -v- CITY OF MOUNDS VIEW Principal City Officials December 31, 2025 ELECTED OFFICIALS Zach Lindstrom Mayor Julie Clark Councilmember Sherry Gunn Councilmember Gary Meehlhause Councilmember Kathryn Smith Councilmember APPOINTED OFFICIALS Nyle Zikmund City Administrator Gayle Bauman Finance Director Don Peterson Public Works/Parks and Recreation Director Ben Zender Police Chief Rayla Ewald Human Resources Director Brian Beeman Assistant City Administrator/Community Development Director Scott Riggs City Attorney -vi- City of Mounds View Organizational Chart Citizens of Mounds View Ch arter mmission City Planning Commissione opment rit Parks and Recreation Economic Development Commission Commission City Administrator PT Exec A min Assistant Pu is Wor s Pars Human Resources Asst City A min omm Finance Director and Rec Director Police Chief Director Dev Director Pu is Wor s Part-time Bui ing Accountant Superintendent Deputy Chief Receptionist Inspector Utility Billing Foreman Sergeants(4) PT HR Asst Code Compliant Tech Deputy Clerk Maintenance patrol Officers(12) Permit 11 Technician Par s an Recreation Superintendent Investigators(2) Event Center Po ice Recor s Manager I Technician Recreation Po ice A min Coord/Su ry Assistant PT Front Counter PT en,or Coord Fac,,ties Maintenance Fac,,ty Coordinator PT Custodian Engineering Technician GIS Specialist Exec Admin Assistant Stormwater Tech -Vll- THIS PAGE INTENTIONALLY LEFT BLANK FINANCIAL SECTION THIS PAGE LEFT BLANK INTENTIONALLY L13 CARLSON INDF.PF.NDF,NT AUDITOR'S S REPORT To the City Council and Management City of Mounds View,Minnesota REPORT ON THE AUDIT OF THE FINANCIAL STATEMENTS OPINIONS We have audited the accompanying financial statements of the governmental activities, the business-type activities, each major fund, and the aggregate remaining fund information of the City of Mounds View, Minnesota(the City)as of and for the year ended December 31,2025,and the related notes to the financial statements, which collectively comprise the City's basic financial statements as listed in the table of contents. In our opinion, the financial statements referred to above present fairly, in all material respects, the respective financial position of the governmental activities, the business-type activities, each major fund, and the aggregate remaining fund information of the City as of December 31, 2025, and the respective changes in financial position,and,where applicable,cash flows thereof,and the budgetary comparisons for the General Fund and major special revenue funds for the year then ended, in accordance with accounting principles generally accepted in the United States of America. BASIS FOR OPINIONS We conducted our audit in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States. Our responsibilities under those standards are further described in the Auditor's Responsibilities for the Audit of the Financial Statements section of our report. We are required to be independent of the City and to meet our other ethical responsibilities in accordance with the relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinions. (continued) -1- 763.535.8150 • • • RESPONSIBILITIES OF MANAGEMENT FOR THE FINANCIAL STATEMENTS Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America; and for the design,implementation,and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement,whether due to fraud or error. In preparing the financial statements, management is required to evaluate whether there are conditions or events, considered in the aggregate, that raise substantial doubt about the City's ability to continue as a going concern for 12 months beyond the financial statements date, including any currently known information that may raise substantial doubt shortly thereafter. AUDITOR'S RESPONSIBILITIES FOR THE AUDIT OF THE FINANCIAL STATEMENTS Our objectives are to obtain reasonable assurance about whether the financial statements as a whole are free from material misstatement,whether due to fraud or error,and to issue an auditor's report that includes our opinions. Reasonable assurance is a high level of assurance,but is not absolute assurance and,therefore,is not a guarantee that an audit conducted in accordance with generally accepted auditing standards and Government Auditing Standards will always detect a material misstatement when it exists. The risk of not detecting a material misstatement resulting from fraud is higher than for one resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control.Misstatements are considered material if there is a substantial likelihood that,individually or in the aggregate,they would influence the judgment made by a reasonable user based on the financial statements. In performing an audit in accordance with generally accepted auditing standards and Government Auditing Standards,we: • Exercise professional judgment and maintain professional skepticism throughout the audit. • Identify and assess the risks of material misstatement of the financial statements, whether due to fraud or error,and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis,evidence regarding the amounts and disclosures in the financial statements. • Obtain an understanding of internal control relevant to the audit in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the City's internal control.Accordingly,no such opinion is expressed. • Evaluate the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluate the overall presentation of the financial statements. • Conclude whether, in our judgment, there are conditions or events, considered in the aggregate, that raise substantial doubt about the City's ability to continue as a going concern for a reasonable period of time. We are required to communicate with those charged with governance regarding, among other matters,the planned scope and timing of the audit,significant audit findings,and certain internal control related matters that we identified during the audit. (continued) -2- REQUIRED SUPPLEMENTARY INFORMATION Accounting principles generally accepted in the United States of America require that the management's discussion and analysis and the required supplementary information(RSI),as listed in the table of contents, be presented to supplement the basic financial statements. Such information is the responsibility of management and, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board,who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. We have applied certain limited procedures to the RSI in accordance with auditing standards generally accepted in the United States of America, which consisted of inquiries of management about the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance. SUPPLEMENTARY INFORMATION Our audit was conducted for the purpose of forming opinions on the financial statements that collectively comprise the City's basic financial statements. The accompanying combining and individual fund financial statements and schedules as listed in the table of contents, are presented for purpose of additional analysis and are not a required part of the basic financial statements. Such information is the responsibility of management and was derived from and relates directly to the underlying accounting and other records used to prepare the basic financial statements. The information has been subjected to the auditing procedures applied in the audit of the basic financial statements and certain additional procedures,including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the basic financial statements or to the basic financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America. In our opinion,the supplementary information is fairly stated, in all material respects, in relation to the basic financial statements as a whole. OTHER INFORMATION Management is responsible for the other information included in the annual report. The other information comprises the introductory and statistical sections,but does not include the basic financial statements and our auditor's report thereon. Our opinions on the basic financial statements do not cover the other information, and we do not express an opinion or any form of assurance thereon. In connection with our audit of the basic financial statements, our responsibility is to read the other information and consider whether a material inconsistency exists between the other information and the basic financial statements, or the other information otherwise appears to be materially misstated. If,based on the work performed, we conclude that an uncorrected material misstatement of the other information exists,we are required to describe it in our report. (continued) -3- OTHER REPORTING REQUIRED BY GOVERNMENTAUDmNGSTANDARDs In accordance with Government Auditing Standards,we have also issued our report dated April 28, 2026 on our consideration of the City's internal control over financial reporting and on our tests of its compliance with certain provisions of laws,regulations,contracts,grant agreements,and other matters. The purpose of that report is solely to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the City's internal control over financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City's internal control over financial reporting and compliance. Respectful submitted, LB CARLSON,LLP Minneapolis,Minnesota April 28,2026 -4- CITY OF MOUNDS VIEW Management's Discussion and Analysis Year Ended December 31,2025 As management of the City of Mounds View,Minnesota(the City),we offer readers of the City's Annual Comprehensive Financial Report(ACFR)this narrative overview and analysis of the financial activities of the City for the fiscal year ended December 31, 2025. We encourage readers to consider the information presented here in conjunction with additional information that we have furnished in our letter of transmittal, which is presented in the introductory section of this report. FINANCIAL HIGHLIGHTS • The assets and deferred outflows of resources of the City exceeded their liabilities and deferred inflows at the close of the most recent fiscal year by $61,442,682 (net position). Of this amount, $13,669,731 (unrestricted netposition)may be used to meet the government's ongoing obligations to citizens and creditors. • The government's total net position increased by $1,251,150. Governmental activities increased total net position by $404,243, while business-type activities increased total net position by $846,907. • As of the close of the current fiscal year,the City's governmental funds reported combined ending fund balances of$19,540,832. The City reported a net increase of$110,226 in comparison with the prior year. Approximately 0.2 percent of total fund balance, or $37,847, is nonspendable for prepaid items. Approximately 14.5 percent of total fund balance, or $2,836,053, is for restricted economic development, community center operations, tax increment, communications, public safety, local affordable housing aid, parks and recreation, conservation, and debt service. Approximately 61.3 percent,or$11,971,171,is assigned for future expenditures,and 24.0 percent, or$4,695,761,is unassigned,which is available for spending at the government's discretion. • At the end of the current fiscal year,unassigned fund balance for the General Fund was$4,695,761, or 50.0 percent, of General Fund revenues and transfers in budgeted for the 2026 fiscal year. • The City's total long-term debt for G.O. bonds payable, excluding unamortized premiums, decreased by $713,700, or 7.6 percent, during the current fiscal year. The decrease was the result of scheduled debt service. OVERVIEW OF THE FINANCIAL STATEMENTS This discussion and analysis is intended to serve as an introduction to the City's basic financial statements. The City's basic financial statements are comprised of three components: 1) government-wide financial statements,2)fund financial statements,and 3)notes to basic financial statements.This report also contains other supplementary information in addition to the basic financial statements themselves. -5- Government-Wide Financial Statements — The government-wide financial statements are designed to provide readers with a broad overview of the City's finances, in a manner similar to a private sector business. The Statement of Net Position presents financial information on all of the City's assets, liabilities, and deferred inflows/outflows of resources,with the difference reported as net position. Over time,increases or decreases in net position may serve as a useful indicator of whether the financial position of the City is improving or deteriorating. The Statement of Activities presents information showing how the government's net position changed during the most recent fiscal year. All changes in net position are reported as soon as the underlying event giving rise to the change occurs,regardless of the timing of related cash flows.Thus,revenues and expenses are reported in this statement for some items that will only result in cash flows in future fiscal periods (e.g.,uncollected taxes and earned,but unused, compensated absences). Both of the government-wide financial statements distinguish functions of the City that are principally supported by taxes and intergovernmental revenues(governmental activities)from other functions that are intended to recover all or a significant portion of their costs through user fees and charges (business-type activities). The governmental activities of the City include general government, public safety, streets and highways, sanitation, culture and recreation, and economic development. The business-type activities of the City include water, sewer, storm water, and street light. The government-wide financial statements include only the City itself. The Economic Development Authority(EDA),although legally separate,functions for all practical purposes as a department of the City and,therefore,has been included as an integral part of the primary government. Fund Financial Statements—A fund is a grouping of related accounts that is used to maintain control over resources that have been segregated for specific activities or objectives. The City,like other state and local governments, uses fund accounting to ensure and demonstrate compliance with finance-related legal requirements. All of the funds of the City can be divided into two categories: governmental funds and proprietary funds. Governmental Funds — Governmental funds are used to account for essentially the same functions reported as governmental activities in the government-wide financial statements. However, unlike the governmental-wide financial statements, governmental fund financial statements focus on the near-term inflows and outflows of spendable resources,as well as on balances of spendable resources available at the end of the fiscal year. Such information may be useful in evaluating a government's near-term financing requirements. Because the focus of governmental funds is narrower than that of the government-wide financial statements, it is useful to compare the information presented for governmental funds with similar information presented for governmental activities in the government-wide financial statements. By doing so, readers may better understand the long-term impact of the government's near-term financing decisions. The governmental funds Balance Sheet and the governmental funds Statement of Revenues, Expenditures, and Changes in Fund Balances provide a reconciliation to facilitate this comparison between governmental funds and governmental activities. -6- The City maintains several individual governmental funds. Information is presented separately in the governmental funds Balance Sheet and Statement of Revenues, Expenditures, and Changes in Fund Balances for the General Fund; the Economic Development Authority Special Revenue Fund, the Community Center Special Revenue Fund, the TIF District No. 5 Special Revenue Fund, the Vehicle and Equipment Capital Projects Fund, the Special Projects Capital Projects Fund, and the Street Improvement Capital Projects Fund,which are all considered to be major funds.Data from the other governmental funds are combined into a single, aggregated presentation. Individual fund data for each of these nonmajor governmental funds is provided in the form of combining statements elsewhere in this report. The City adopts an annual appropriated budget for its General Fund and most special revenue funds. Budgetary comparisons for the General Fund and major special revenue funds are included in the basic financial statements.Budgetary comparisons for nonmajor special revenue funds are provided elsewhere in the report to demonstrate compliance with these budgets. A budget for the Local Affordable Housing Aid Special Revenue Fund was not adopted this year. Proprietary Funds—The City maintains only one type of proprietary fund. Enterprise funds are used to report the same functions presented as business-type activities in the government-wide financial statements. The City uses enterprise funds to account for its water, sewer, storm water, and street light operations. Proprietary funds provide the same type of information as the government-wide financial statements, only in more detail.The City reports the Water, Sewer,and Storm Water Funds as major funds.The Street Light Fund is a nonmajor fund,but is reported with the major funds. Notes to Basic Financial Statements—The notes provide additional information that is essential to a full understanding of the data provided in the government-wide and fund financial statements. The notes to basic financial statements are included as a component of the basic financial statements and can be found immediately after the proprietary fund statements. Other Information—Required supplementary information(RSI)is presented following the notes to basic financial statements.Combining and individual fund statements and schedules for nonmaj or funds and other schedules are presented immediately following the RSI. Statistical tables are presented as the last section in this report. GOVERNMENT-WIDE FINANCIAL ANALYSIS As noted earlier,net position may serve over time as a useful indicator of a government's financial position. In the case of the City, assets and deferred outflows exceeded liabilities and deferred inflows by $61,442,682 at the close of the most recent fiscal year. A significant portion of the City's net position (73.2 percent) reflects its net investment in capital assets (e.g.,land,construction in progress,buildings,infrastructure,and equipment); less any related debt used to acquire those assets that is still outstanding.The City uses these capital assets to provide services to citizens; consequently, these assets are not available for future spending. Although the City's investments in its capital assets is reported net of related debt,it should be noted that the resources needed to repay this debt must be provided from other sources, since the capital assets themselves cannot typically be used to liquidate these liabilities. -7- The following is a summary of the City's net position: Table 1 Summary of Net Position December 31,2025 and 2024 Governmental Activities Business-Type Activities Totals—Primary Government 2025 2024 2025 2024 2025 2024 Assets Current and other assets $ 23,492,035 $ 22,623,339 $ 2,915,691 $ 4,239,281 $ 26,407,726 $ 26,862,620 Capital assets,net 37,541,369 37,835,983 16,361,873 14,445,148 53,903,242 52,281,131 Total assets 61,033,404 60,459,322 19,277,564 18,684,429 80,310,968 79,143,751 Deferred outflows ofresources 3,506,707 4,919,177 81,581 82,644 3,588,288 5,001,821 Total assets and deferred outflows of resources $ 64,540,111 $ 65,378,499 $ 19,359,145 $ 18,767,073 $ 83,899,256 $ 84,145,572 Liabilities Other liabilities $ 1,730,530 $ 1,611,418 $ 292,145 $ 157,211 $ 2,022,675 $ 1,768,629 Long-term liabilities outstanding 9,150,117 9,868,942 5,112,238 5,483,780 14,262,355 15,352,722 Total liabilities 10,880,647 11,480,360 5,404,383 5,640,991 16,285,030 17,121,351 Deferred inflows ofresources 5,950,132 6,593,050 221,412 239,639 6,171,544 6,832,689 Net position Net investment in capital assets 33,249,497 33,174,862 11,724,683 9,456,028 44,974,180 42,630,890 Restricted 2,798,771 2,589,059 — — 2,798,771 2,589,059 Unrestricted 11,661,064 11,541,168 2,008,667 3,430,415 13,669,731 14,971,583 Total net position 47,709,332 47,305,089 13,733,350 12,886,443 61,442,682 60,191,532 Total liabilities,deferred inflows ofresources,and net position $ 64,540,111 $ 65,378,499 $ 19,359,145 $ 18,767,073 $ 83,899,256 $ 84,145,572 An additional portion of the City's net position,4.6 percent,represents resources that are subject to external restrictions on how they may be used. The remaining balance of unrestricted net position, $13,669,731, may be used to meet the government's ongoing obligations to citizens and creditors. At the end of the current fiscal year,the City is able to report positive balances in all three categories of net position, both for the government as a whole, as well as for its separate governmental and business-type activities. The same situation held true for the prior fiscal year. Total net position increased by $1,251,150 during the current year. As discussed on the following pages, revenue increases exceeded growth in expenses contributing to the change in net position. -8- The following is a summary of the City's change in net position: Table 2 Change in Net Position for the Years Ended December 31,2025 and 2024 Governmental Activities Business-Type Activities Total 2025 2024 2025 2024 2025 2024 Revenues Program revenues Charges for services $ 1,580,593 $ 1,925,568 $ 4,544,091 $ 4,203,085 $ 6,124,684 $ 6,128,653 Operating grants and contributions 1,016,887 864,960 238,425 16,626 1,255,312 881,586 Capital grants and contributions 788,473 507,580 - 115,150 788,473 622,730 General revenues Property taxes 7,405,069 6,886,655 - - 7,405,069 6,886,655 Tax increments 1,994,563 1,966,627 - - 1,994,563 1,966,627 Franchise taxes 893,668 790,073 - - 893,668 790,073 Lodging taxes 3,066 2,684 - - 3,066 2,684 General grants and contributions 1,031,977 1,028,306 - - 1,031,977 1,028,306 Gain on sale of capital assets 99,008 - - - 99,008 - Investment earnings 760,395 734,361 121,187 216,121 881,582 950,482 Total revenues 15,573,699 14,706,814 4,903,703 4,550,982 20,477,402 19,257,796 Expenses General government 1,813,913 1,853,807 - - 1,813,913 1,853,807 Public safety 5,079,126 4,979,213 - - 5,079,126 4,979,213 Streets and highways 2,888,786 2,816,934 - - 2,888,786 2,816,934 Sanitation 38,574 34,184 - - 38,574 34,184 Culture and recreation 2,483,435 2,676,308 - - 2,483,435 2,676,308 Economic development 2,574,322 2,564,689 - - 2,574,322 2,564,689 Interest and fiscal charges 122,902 132,604 - - 122,902 132,604 Water - - 1,556,915 1,559,896 1,556,915 1,559,896 Sewer - - 1,989,131 1,894,691 1,989,131 1,894,691 Storm water - - 557,245 392,471 557,245 392,471 Streetlight - - 121,903 124,131 121,903 124,131 Total expenses 15,001,058 15,057,739 4,225,194 3,971,189 19,226,252 19,028,928 Income(loss)before transfers 572,641 (350,925) 678,509 579,793 1,251,150 228,868 Transfers (168,398) 399,457 168,398 (399,457) - - Change in net position 404,243 48,532 846,907 180,336 1,251,150 228,868 Netposition-beginning 47,305,089 47,256,557 12,886,443 12,706,107 60,191,532 59,962,664 Netposition-ending $47,709,332 $47,305,089 $ 13,733,350 $ 12,886,443 $61,442,682 $60,191,532 Governmental Activities - Governmental activities increased the City's net position by $404,243 in the current year, compared to an increase of$48,532 reported last year. Key elements of this change are seen in the table above. • Revenues for governmental activities increased by$866,885 over the prior year.An increase in the approved property tax levy as well as additional operating and capital grants and contributions were key factors in this change. Charges for services were down compared to the prior year as there was no conduit debt issued in the current year,unlike in the prior year. • Government activities expenses were down slightly, decreasing by $56,681 in the current year. A decrease in culture and recreation spending for forestry control contributed to the change compared to the prior year. -9- Expenses and Program Revenues—Governmental Activities $6,000,000 $5,000,000 $4,000,000 $3,000,000 $2,000,000 f $1,000,000 Interest and General public Safety Streets and Sanitation Culture and Economic Fiscal Government Highways Recreation Development Charges ■Expenses 1 $1,813,913 $5,079,126 $2,888,786 $38,574 $2,483,435 $2,574,322 $122,902 rProgramRevenues 1 $334,230 $646,103 $1,030,952 $37,723 $793,767 $543,178 $_ Revenues by Source—Governmental Activities Investment Charges for Earnings Services General Grants 5.5% 10 2% Operating Grants and Aids and Contributions 6.6% 6.5% Franchise Capital Grants Taxes and 5.7% Contributions 5.1% Tax Increments 12.8% Property Taxes 47.6% -10- Business-Type Activities —Business-type activities increased the City's net position by $846,907 in the current year,compared to an increase of$180,336 reported last year.Key elements of this change included the following: • Utility rates were reviewed in conjunction with planning for the 2025 fiscal year. Modest changes in the utility rate structures were necessary to offset anticipated capital activity. Overall utility revenues were modestly higher. Operating contributions increased with payments from one-time judgements recognized in 2025. • Business-type activities expenses were also up, increasing by $254,005, in the current year. This increase was in sewer and storm water utility operations of the City. Spending was up with an increase in contractual services for sewer operations and in personal services and loss on capital asset disposal in storm water operations in the current year. Expenses and Program Revenues—Business-Type Activities $2,500,000 $2,000,000 $1,500,000 $1,000,000 $500,000 $— Water Sewer Storm Water Street Light ■Expenses $1,556,915 $1,989,131 $557,245 $121,903 OProgram Revenues $1,889,191 $2,262,949 $504,489 $125,887 Revenues by Source—Business-Type Activities Investment Operating Grants Earnings and Contributions 2•5% 4.8% Charges for Services 92.7% -11- FINANCIAL ANALYSIS OF THE GOVERNMENT'S FUNDS As noted earlier,the City uses fund accounting to ensure and demonstrate compliance with finance-related legal requirements. Governmental Funds—The focus of the City's governmental funds is to provide information on near-term inflows, outflows, and balances of spendable resources. Such information is useful in assessing the City's financing requirements. In particular,assigned and unassigned fund balance may serve as a useful measure of a government's net resources available for spending at the end of the fiscal year. As of the end of the current fiscal year,the City's governmental funds reported combined ending fund balances of$19,540,832, an increase of$110,226 in comparison with the prior year. The General Fund is the chief operating fund of the City.At the end of the current fiscal year,the unassigned fund balance was $4,695,761. Due to the pattern of receipt of taxes and intergovernmental revenues mandated by the state,Minnesota cities do not receive any significant revenues in their General Fund until July of each year. The City's policy is to end the year with a fund balance equal to 35.0 percent to 50.0 percent of the subsequent year's budgeted revenues and transfers, or a minimum of five months expenditures and transfers.Unassigned fund balance represents 50.0 percent of the 2026 budgeted General Fund revenue and transfers from other funds. Fund balance for the City's General Fund increased by$469,724 during the current fiscal year. A decrease in fund balance was anticipated as approved in the budget. A discussion of budget variances follows later in this management's discussion and analysis. Revenues and transfers out were both down in the current year with a change in how the annual property tax levy was set and applied directly to individual funds. Expenditures remained similar to the prior year,with shifting between functions. With resources available from current and prior year operations, the City Council approved a General Fund transfer of$385,000 to finance capital improvements. The Economic Development Authority Special Revenue Fund reported an increase in fund balance of $73,427. The annual EDA levy,investment earnings,and support by way of transfers from other funds was more than enough to support$184,525 of economic development spending in the current year. The Community Center Special Revenue Fund reported a decrease in fund balance of$73,807, which compares to a decrease of$65,201 reported in the prior year. The additional expenditures to provide the level of programming with increased participation surpassed the growth in revenues in the current year. The Tax Increment Financing District No. 5 Special Revenue Fund reported an increase in fund balance of $9,126.The increase is anticipated by design of the fund's purpose which is to collect and make community development incentive payments.Payments are limited to the amount of incremental tax payments received, less an administrative fee retained by the City. The Vehicle and Equipment Fund (Capital Projects) and the Special Projects Fund (Capital Projects) reported decreases in fund balance of$412,040 and $351,514,respectively. Both of these capital projects funds received transfers in the current year(largely from the General and Utility Funds)to finance current and future projects. The Street Improvement Fund(Capital Projects)reported an increase in fund balance of$199,375, due to an increase in taxes and intergovernmental revenue received. Overall capital spending was up in the current year, as the City had more major project activity ongoing in the current year. Proprietary Funds — The City's proprietary funds provide the same type of information found in the government-wide financial statements,but in more detail. The three major utility funds (Water, Sewer, and Storm Water) saw improved results for changes in total net position:the Water Fund increased by$123,020;the Sewer Fund increased by$257,448; and the Storm Water Fund increased by $462,132. Rate increases and usage changes helped produce an overall increase in utility revenues. Approved increases for sales/user fees contributed to the overall growth in proprietary fund revenues. Other revenues for one-time judgements helped improve the net position of the Water Fund in the current year. -12- GENERAL FUND BUDGETARY HIGHLIGHTS General Fund revenues exceeded the budgeted amount by $625,689, primarily because of conservative budgeting for local government aid funding, investment earnings, and various other sources. Property tax was the only major source that was less than anticipated due to slower collections than anticipated. Total expenditures were $272,000 under the amount approved in the final budget. Actual spending was under budget primarily with conservative budgeting for police public safety and culture and recreation. After considering the variances in revenues and expenditures discussed above,the ending fund balance of the General Fund was $897,689 more than projected in the final budget. The increase in fund balance allowed the City to achieve an unassigned fund balance of 50.0 percent of subsequent year's revenues and transfers in compared to 49.3 percent at the end of the prior year. CAPITAL ASSETS AND LONG-TERM DEBT Capital Assets—The City's investment in capital assets for its governmental and business-type activities as of December 31, 2025, was $53,903,242 (net of accumulated depreciation). This investment in capital assets includes land,construction in progress,land improvements,buildings,infrastructure,and equipment. Table 3 Capital Assets Governmental Activities Business-Type Activities Total 2025 2024 2025 2024 2025 2024 Capital assets Land $ 775,378 $ 775,378 $ 563,579 $ 563,579 $ 1,338,957 $ 1,338,957 Construction in progress 1,424,467 57,126 789,766 1,696,911 2,214,233 1,754,037 Land improvements 2,344,160 1,703,362 — — 2,344,160 1,703,362 Buildings 18,435,519 18,435,519 4,894,350 4,865,750 23,329,869 23,301,269 Infrastructure 46,074,421 46,074,421 21,674,031 20,253,981 67,748,452 66,328,402 Equipment 9,181,794 8,699,467 3,309,528 1,598,112 12,491,322 10,297,579 Total capital assets 78,235,739 75,745,273 31,231,254 28,978,333 109,466,993 104,723,606 Less accumulated depreciation (40,694,370) (37,909,290) (14,869,381) (14,533,185) (55,563,751) (52,442,475) Total capital assets, net of depreciation $ 37,541,369 $ 37,835,983 S 16,361,873 $ 14,445,148 $ 53,903,242 $ 52,281,131 Major capital assets events during the current year included the following: • Street project and related utility improvements. • Water meter replacement project. • Sewer lining improvements. • Storm water management and ongoing pond projects. Additional information on the City's capital assets can be found in Note 5 of the notes to basic financial statements. -13- Long-Term Debt—At the end of the current year,the City had total bonded debt outstanding of$8,700,000, which is backed by the full faith and credit of the City. Table 4 Long-Term Debt Governmental Activities Business-Type Activities Total 2025 2024 2025 2024 2025 2024 G.O.bonds payable $ 4,270,000 $ 4,623,700 $ 4,430,000 $ 4,790,000 $ 8,700,000 $ 9,413,700 Bond premium — — 181,018 199,120 181,018 199,120 Total OPEB liability 1,518,523 1,592,510 — — 1,518,523 1,592,510 Net pension liability—PERA 2,550,315 2,919,474 339,809 355,991 2,890,124 3,275,465 Compensated absences payable 811,279 733,258 161,411 138,669 972,690 871,927 Total $ 9,150,117 $ 9,868,942 $ 5,112,238 $ 5,483,780 $14,262,355 $15,352,722 State statutes limit the amount of general obligation debt a governmental entity may issue to 3.0 percent of its total estimated market value. The current debt limitation for the City is $51,096,801, which is significantly in excess of the City's outstanding general obligation debt. The change in bonds payable was as anticipated with scheduled debt payments. An additional year of amortization reduced the outstanding balance for bond premium. Changes in the actuarial determined obligations for insurance benefits contributed to the change in the total other post-employment benefits liability. The net pension liability decreased from the prior year, due to the change in the City's proportionate share of pension obligations for the Public Employees Retirement Association (PERA) state-wide pension plans. The liability for compensated absences increased over the prior year with wage increases and growth in balances outstanding for compensated absences. Additional information on the City's long-term debt can be found in Note 6 of the notes to basic financial statements. -14- ECONOMIC FACTORS AND NEXT YEAR'S BUDGETS AND RATES • Dramatic increases in local government aids and other state sources are not anticipated, based on legislation at the time of writing this report. • Property tax collection rates are expected to remain strong, at or near the 2025 level. • The 2026 budget approved for the General Fund anticipates revenues and other financing sources to equal expenditures and other financing uses. All of these factors were considered in preparing the City's budget for the 2026 fiscal year. Utility rate studies are prepared for each of the City's four utilities every year. Water, sewer, street light, and storm water rates will all increase as approved for 2026. REQUESTS FOR INFORMATION This ACFR is designed to provide a general overview of the City's finances for all those with an interest in the government's finances.Questions concerning any of the information provided in this report,or requests for additional financial information, should be addressed to the Office of the Finance Director, 2401 Mounds View Boulevard, City of Mounds View,Minnesota 55112-1429. -15- BASIC FINANCIAL STATEMENTS THIS PAGE INTENTIONALLY LEFT BLANK C]TY OF MOUNDS VIEW Statement of Net Position December 31,2025 Governmental Business-Type Activities Activities Total Assets Cash and investments $ 19,775,830 $ 1,473,775 $ 21,249,605 Receivables Accounts 331,986 1,260,159 1,592,145 Intergovernmental 103,291 - 103,291 Delinquent taxes 166,125 - 166,125 Special assessments 101,108 181,757 282,865 Notes 92,945 - 92,945 Leases 2,003,718 - 2,003,718 Prepaids 37,847 - 37,847 Assets held for resale 879,185 - 879,185 Capital assets Not depreciated 2,199,845 1,353,345 3,553,190 Depreciated,net of accumulated depreciation 35,341,524 15,008,528 50,350,052 Total capital assets,net of depreciation 37,541,369 16,361,873 53,903,242 Total assets 61,033,404 19,277,564 80,310,968 Deferred outflows ofresources Pension plan deferments-PERA 2,625,660 81,581 2,707,241 OPEB plan deferments 881,047 - 881,047 Total deferred outflows ofresources 3,506,707 81,581 3,588,288 Total assets and deferred outflows ofresources $ 64,540,111 $ 19,359,145 $ 83,899,256 Liabilities Accounts and contracts payable $ 1,155,433 $ 190,970 $ 1,346,403 Accrued wages and benefits 195,907 36,454 232,361 Due to other governments 48,044 7,031 55,075 Deposits payable 233,300 30,431 263,731 Accrued interest payable 49,321 27,259 76,580 Unearned revenue 48,525 - 48,525 Long-term liabilities Due within one year 495,673 386,141 881,814 Due in more than one year 8,654,444 4,726,097 13,380,541 Total long-term liabilities 9,150,117 5,112,238 14,262,355 Total liabilities 10,880,647 5,404,383 16,285,030 Deferred inflows ofresources Pension plan deferments-PERA 3,814,316 221,412 4,035,728 OPEB plan deferments 132,098 - 132,098 Lease revenue for subsequent years 2,003,718 - 2,003,718 Total deferred inflows ofresources 5,950,132 221,412 6,171,544 Net position Net investment in capital assets 33,249,497 11,724,683 44,974,180 Restricted for Economic development 1,513,412 - 1,513,412 Community center operations 179,125 - 179,125 Tax increment 65,641 - 65,641 Communications 222,010 - 222,010 Public safety 40,005 - 40,005 Local affordable housing aid 248,508 - 248,508 Parks and recreation 89,235 - 89,235 Conservation 24,447 - 24,447 Debt service 416,388 - 416,388 Unrestricted 11,661,064 2,008,667 13,669,731 Total net position 47,709,332 13,733,350 61,442,682 Total liabilities,deferred inflows of resources,and net position $ 64,540,111 $ 19,359,145 $ 83,899,256 See notes to basic financial statements -16- CITY OF MOUNDS VIEW Statement of Activities Year Ended December 31,2025 Program Revenues Operating Capital Charges for Grants and Grants and Functions/Programs Expenses Services Contributions Contributions Primary government Governmental activities General government $ 1,813,913 $ 330,730 $ — $ 3,500 Public safety 5,079,126 68,001 578,102 — Streets and highways 2,888,786 155,729 185,750 689,473 Sanitation 38,574 — 37,723 — Culture and recreation 2,483,435 673,267 25,000 95,500 Economic development 2,574,322 352,866 190,312 — Interest and fiscal charges 122,902 — — — Total governmental activities 15,001,058 1,580,593 1,016,887 788,473 Business-type activities Water 1,556,915 1,650,092 239,099 — Sewer 1,989,131 2,263,354 (405) — Storm water 557,245 504,758 (269) — Street light 121,903 125,887 Total business-type activities 4,225,194 4,544,091 238,425 — Total government $ 19,226,252 $ 6,124,684 $ 1,255,312 $ 788,473 General revenues Taxes Property Tax increment Franchise Lodging General grants and contributions Gain on sale of capital assets Investment earnings Transfers Total general revenues and transfers Change in net position Net position—beginning Net position—ending See notes to basic financial statements -17- Net(Expense)Revenue and Changes in Net Position Governmental Business-Type Activities Activities Total $ (1,479,683) $ — $ (1,479,683) (4,433,023) — (4,433,023) (1,857,834) — (1,857,834) (851) — (851) (1,689,668) — (1,689,668) (2,031,144) — (2,031,144) (122,902) — (122,902) (11,615,105) — (11,615,105) — 332,276 332,276 — 273,818 273,818 — (52,756) (52,756) — 3,984 3,984 — 557,322 557,322 (11,615,105) 557,322 (11,057,783) 7,405,069 — 7,405,069 1,994,563 — 1,994,563 893,668 — 893,668 3,066 — 3,066 1,031,977 — 1,031,977 99,008 — 99,008 760,395 121,187 881,582 (168,398) 168,398 — 12,019,348 289,585 12,308,933 404,243 846,907 1,251,150 47,305,089 12,886,443 60,191,532 $ 47,709,332 $ 13,733,350 $ 61,442,682 -18- CITY OF MOUNDS VIEW Balance Sheet Governmental Funds December 31,2025 Special Special Revenue- Special Revenue- Economic Revenue- Tax Increment Development Community Financing General Authority Center District No.5 Assets Cash and investments $ 8,952,391 $ 481,738 $ 208,200 $ 967,222 Receivables Accounts 123,293 62,549 1,377 - Intergovernmental 61,373 - - - Due from other funds - - 12,429 - Delinquent taxes 160,749 - - - Special assessments 57,389 - - - Notes - 92,945 - - Leases 1,650,338 - 353,380 - Prepaid items 16,184 - 6,663 - Assets held for resale - 879,185 - - Total assets $ 11,021,717 $ 1,516,417 $ 582,049 $ 967,222 Liabilities Accounts and contracts payable $ 130,581 $ 652 $ 27,056 $ 902,156 Accrued wages and benefits 172,939 2,353 18,684 - Due to other governments 23,512 - 3,804 543 Due to other funds - - - - Deposits payable 231,300 - - - Unearned revenue 48,525 - -Total liabilities 606,857 3,005 49,544 902,699 Deferred inflows of resources Unavailable revenue-taxes 160,749 - - - Unavailable revenue-assessments 57,389 - - - Lease revenue for subsequent years 1,650,338 - 353,380 - Total deferred inflows of resources 1,868,476 - 353,380 - Fund balances Nonspendable 16,184 - 6,663 - Restricted - 1,513,412 172,462 64,523 Assigned 3,834,439 - - - Unassigned 4,695,761 - - - Total fund balances 8,546,384 1,513,412 179,125 64,523 Total liabilities,deferred inflows of resources,and fund balances $ 11,021,717 $ 1,516,417 $ 582,049 $ 967,222 See notes to basic financial statements -19- Capital Capital Capital Projects- Projects- Projects- Vehicle and Special Street Equipment Projects Improvement Nonmajor Total $ 2,455,054 $ 3,216,094 $ 2,391,315 $ 1,103,816 $ 19,775,830 - 83,750 41,574 19,443 331,986 - - 41,918 103,291 - 12,429 - 5,376 166,125 43,719 - 101,108 - - - 92,945 - 2,003,718 15,000 - - 37,847 - - - - 879,185 $ 2,455,054 $ 3,314,844 $ 2,476,608 $ 1,170,553 $ 23,504,464 $ - $ 34,052 $ 15,960 $ 44,976 $ 1,155,433 - - 1,931 195,907 20,185 48,044 - 12,429 12,429 2,000 - 233,300 - - - 48,525 34,052 17,960 79,521 1,693,638 - - 5,376 166,125 42,762 - 100,151 - - 2,003,718 - 42,762 5,376 2,269,994 15,000 - - 37,847 - - 1,085,656 2,836,053 2,455,054 3,265,792 2,415,886 - 11,971,171 - - - - 4,695,761 2,455,054 3,280,792 2,415,886 1,085,656 19,540,832 $ 2,455,054 $ 3,314,844 $ 2,476,608 $ 1,170,553 $ 23,504,464 -20- THIS PAGE INTENTIONALLY LEFT BLANK CITY OF MOUNDS VIEW Reconciliation of the Balance Sheet to the Statement of Net Position Governmental Funds December 31,2025 Total fund balances—governmental funds $ 19,540,832 Amounts reported for governmental activities in the Statement of Net Position are different because: Capital assets used in governmental activities are not financial resources and, therefore, are not reported in governmental funds. Cost of capital assets 78,235,739 Less accumulated depreciation (40,694,370) Long-term liabilities are not payable with current financial resources and,therefore,are not reported in governmental funds. G.O.bonds payable (4,270,000) Total OPEB liability (1,518,523) Net pension liability—PERA (2,550,315) Compensated absences payable (811,279) Interest on long-term debt is included in the change in net position as it accrues,regardless of when payment is due.However,it is included in the change in fund balances when due. (49,321) The recognition of certain revenues and expenses/expenditures differ between the full accrual governmental activities financial statements and the modified accrual governmental fund financial statements. Deferred outflows of resources—pension plan deferments—PERA 2,625,660 Deferred outflows of resources—OPEB plan deferments 881,047 Deferred inflows of resources—pension plan deferments—PERA (3,814,316) Deferred inflows of resources—OPEB plan deferments (132,098) Deferred inflows of resources—unavailable revenues 266,276 Total net position—governmental activities $ 47,709,332 See notes to basic financial statements -21- CITY OF MOUNDS VIEW Statement of Revenues,Expenditures,and Changes in Fund Balances Governmental Funds Year Ended December 31,2025 Special Special Revenue- Special Revenue- Economic Revenue- Tax Increment Development Community Financing General Authority Center District No.5 Revenues Taxes Property $ 5,692,738 $ 160,000 $ 450,000 $ - Tax increment - - - 1,899,276 Franchise 404,788 - - - Lodging 3,066 - - - Special assessments 19,213 - - - Licenses and permits 348,041 - - - Intergovernmental 1,714,632 - - - Charges for services 159,355 - 597,711 - Fines and forfeits 54,278 - - - Investment earnings 490,246 1,262 7,094 9,125 Miscellaneous 375,064 - 13,816 - Total revenues 9,261,421 161,262 1,068,621 1,908,401 Expenditures Current General government 1,623,444 - - - Public safety 4,641,370 - - - Streets and highways 888,640 - - - Sanitation - - - - Culture and recreation 688,749 - 1,142,428 - Economic development 497,696 184,525 - 1,807,956 Capital outlay General government - - - - Public safety 121,706 - - - Streets and highways - - - - Culture and recreation - - - - Debt service Principal 83,700 - - - Interest and fiscal charges 1,674 - - - Total expenditures 8,546,979 184,525 1,142,428 1,807,956 Excess(deficiency)of revenues over expenditures 714,442 (23,263) (73,807) 100,445 Other financing sources(uses) Transfers in 140,282 96,690 - - Transfers out (385,000) - - (91,319) Sale of assets - - - - Total other financing sources(uses) (244,718) 96,690 - (91,319) Net change in fund balances 469,724 73,427 (73,807) 9,126 Fund balances Beginning of year 8,076,660 1,439,985 252,932 55,397 End of year $ 8,546,384 $ 1,513,412 $ 179,125 S 64,523 See notes to basic financial statements -22- Capital Capital Capital Projects- Projects- Projects- Vehicle and Special Street Equipment Projects Improvement Nonmajor Total $ 280,000 $ 75,000 $ 300,000 $ 406,999 $ 7,364,737 - - - 95,287 1,994,563 404,788 84,092 893,668 - - 3,066 15,906 - 35,119 - - - 348,041 10,000 682,180 253,035 2,659,847 - - 3,630 760,696 - - 9,485 63,763 131,445 107,424 13,799 760,395 - 89,000 - - 477,880 280,000 305,445 1,510,298 866,327 15,361,775 - 2,927 - - 1,626,371 612 105,804 - 2,989 4,750,775 - - 10,162 - 898,802 - - 40,348 40,348 24,621 - 125,035 1,980,833 - - 102,046 2,592,223 - 60,163 - - 60,163 203,221 - - - 324,927 99,221 103,385 1,300,761 - 1,503,367 179,704 745,059 - - 924,763 - - - 270,000 353,700 - - - 124,603 126,277 482,758 1,041,959 1,310,923 665,021 15,182,549 (202,758) (736,514) 199,375 201,306 179,226 190,000 385,000 - - 811,972 (498,680) - - (5,371) (980,370) 99,398 - - - 99,398 (209,282) 385,000 - (5,371) (69,000) (412,040) (351,514) 199,375 195,935 110,226 2,867,094 3,632,306 2,216,511 889,721 19,430,606 $ 2,455,054 $ 3,280,792 $ 2,415,886 $ 1,085,656 $ 19,540,832 -23- THIS PAGE INTENTIONALLY LEFT BLANK CITY OF MOUNDS VIEW Reconciliation of the Statement of Revenues,Expenditures,and Changes in Fund Balances to the Statement of Activities Governmental Funds Year Ended December 31,2025 Total net change in fund balances—governmental funds $ 110,226 Amounts reported for governmental activities in the Statement of Activities are different because: Governmental funds report capital outlays as expenditures. However,in the Statement of Activities,the cost of those assets is allocated over their estimated useful lives and reported as depreciation expense. Capital outlay 2,654,710 Depreciation expense (2,948,934) A gain or loss on the disposal of capital assets,including the difference between the carrying value and any related sale proceeds,is included in the change in net position.However,only the sale proceeds are included in the change in fund balance. Net book value of capital assets disposed (390) The issuance of long-term debt provides current financial resources to governmental funds, while principal repayment of long-term debt consumes the current financial resources of governmental funds. Neither transaction, however, has any affect on net position. Other long-term adjustments are also made between the governmental funds and the Statement of Activities for compensated absences, pension liabilities,and OPEB obligations. Principal payments for debt 353,700 Total OPEB liability 73,987 Net pension liability—PERA 369,159 Compensated absences payable (78,021) Interest on long-term debt in the Statement of Activities differs from the amount reported in the governmental funds because interest is recognized as an expenditure in the funds when it is due, and thus requires the use of current financial resources. In the Statement of Activities, however, interest expense is recognized as the interest accrues,regardless of when it is due. 3,375 The recognition of certain revenues and expenses/expenditures differ between the full accrual governmental activities financial statements and the modified accrual governmental fund financial statements. Deferred outflows of resources—pension plan deferments—PERA (1,310,945) Deferred outflows of resources—OPEB plan deferments (101,525) Deferred inflows of resources—pension plan deferments—PERA 1,260,396 Deferred inflows of resources—OPEB plan deferments (26,970) Deferred inflows of resources—unavailable revenues 45,475 Change in net position—governmental activities $ 404,243 See notes to basic financial statements -24- CITY OF MOUNDS VIEW Statement of Revenues,Expenditures,and Changes in Fund Balances Budget and Actual General Fund Year Ended December 31,2025 Budgeted Amounts Actual Over(Under) Original Final Amounts Final Budget Revenues Taxes Property $ 5,825,672 $ 5,825,672 $ 5,692,738 $ (132,934) Franchise 360,000 360,000 404,788 44,788 Lodging 3,000 3,000 3,066 66 Special assessments 3,980 3,980 19,213 15,233 Licenses and permits 296,970 326,445 348,041 21,596 Intergovernmental 1,607,340 1,607,340 1,714,632 107,292 Charges for services 110,340 110,340 159,355 49,015 Fines and forfeits 36,300 36,300 54,278 17,978 Investment earnings 52,585 52,585 490,246 437,661 Miscellaneous 310,070 310,070 375,064 64,994 Total revenues 8,606,257 8,635,732 9,261,421 625,689 Expenditures Current General government Mayor and City Council 62,840 62,840 67,865 5,025 Advisory commissions 41,120 41,980 44,998 3,018 Administration 461,584 464,184 455,366 (8,818) Elections 39,375 39,375 39,222 (153) Finance 292,780 296,450 282,070 (14,380) Central services 407,800 388,190 398,606 10,416 Government buildings 231,925 231,925 233,589 1,664 Miscellaneous and contingency 82,170 106,670 101,728 (4,942) Total general government 1,619,594 1,631,614 1,623,444 (8,170) Public safety Police 4,155,971 4,163,721 4,079,340 (84,381) Fire 565,400 565,400 562,030 (3,370) Total public safety 4,721,371 4,729,121 4,641,370 (87,751) Streets and highways Public works administration 175,200 175,200 176,393 1,193 Streets 577,240 595,140 554,475 (40,665) Vehicle maintenance 176,621 176,621 157,772 (18,849) Total streets and highways 929,061 946,961 888,640 (58,321) See notes to basic financial statements -25- (continued) CITY OF MOUNDS VIEW Statement of Revenues,Expenditures,and Changes in Fund Balances Budget and Actual(continued) General Fund Year Ended December 31,2025 Budgeted Amounts Actual Over(Under) Original Final Amounts Final Budget Expenditures(continued) Current(continued) Culture and recreation Parks 618,670 625,580 530,180 (95,400) Forestry 202,460 203,230 158,569 (44,661) Total culture and recreation 821,130 828,810 688,749 (140,061) Economic development Community development 448,309 475,399 497,696 22,297 Total current expenditures 8,539,465 8,611,905 8,339,899 (272,006) Capital outlay Public safety 121,700 121,700 121,706 6 Debt service Principal 83,700 83,700 83,700 - Interest and fiscal charges 1,674 1,674 1,674 - Total debt service 85,374 85,374 85,374 - Total expenditures 8,746,539 8,818,979 8,546,979 (272,000) Excess(deficiency)of revenues over expenditures (140,282) (183,247) 714,442 897,689 Other financing sources(uses) Transfers in 140,282 140,282 140,282 - Transfers out - (385,000) (385,000) - Total other financing sources(uses) 140,282 (244,718) (244,718) - Net change in fund balances $ - $ (427,965) 469,724 $ 897,689 Fund balances Beginning of year 8,076,660 End of year $ 8,546,384 See notes to basic financial statements -26- CITY OF MOUNDS VIEW Statement of Revenues,Expenditures,and Changes in Fund Balances Budget and Actual Economic Development Authority Special Revenue Fund Year Ended December 31,2025 Budgeted Amounts Actual Over(Under) Original Final Amounts Final Budget Revenues Taxes Property $ 160,000 $ 160,000 $ 160,000 $ — Investment earnings 1,262 1,262 Total revenues 160,000 160,000 161,262 1,262 Expenditures Current Economic development Community development 615,775 615,775 184,525 (431,250) Excess(deficiency)of revenues over expenditures (455,775) (455,775) (23,263) 432,512 Other financing sources Transfers in 100,460 96,690 96,690 — Net change in fund balances $ (355,315) $ (359,085) 73,427 $ 432,512 Fund balances Beginning of year 1,439,985 End of year $ 1,513,412 See notes to basic financial statements -27- CITY OF MOUNDS VIEW Statement of Revenues,Expenditures,and Changes in Fund Balances Budget and Actual Community Center Special Revenue Fund Year Ended December 31,2025 Budgeted Amounts Actual Over(Under) Original Final Amounts Final Budget Revenues Property tax $ 450,000 $ 450,000 $ 450,000 — Charges for services 570,300 570,300 597,711 27,411 Investment earnings — — 7,094 7,094 Miscellaneous 2,000 2,000 13,816 11,816 Total revenues 1,022,300 1,022,300 1,068,621 46,321 Expenditures Current Culture and recreation Recreation 1,150,980 1,150,980 1,142,428 (8,552) Net change in fund balances $ (128,680) $ (128,680) (73,807) $ 54,873 Fund balances Beginning of year 252,932 End of year $ 179,125 See notes to basic financial statements -28- CITY OF MOUNDS VIEW Statement of Revenues,Expenditures,and Changes in Fund Balances Budget and Actual Tax Increment Financing District No. 5 Special Revenue Fund Year Ended December 31,2025 Budgeted Amounts Actual Over(Under) Original Final Amounts Final Budget Revenues Taxes Tax increment $ 1,875,000 $ 1,875,000 $ 1,899,276 $ 24,276 Investment earnings 9,125 9,125 Total revenues 1,875,000 1,875,000 1,908,401 33,401 Expenditures Current Economic development Community development 1,784,530 1,784,530 1,807,956 23,426 Excess of revenues over expenditures 90,470 90,470 100,445 9,975 Other financing(uses) Transfers out (90,470) (91,319) (91,319) — Net change in fund balances $ — $ (849) 9,126 $ 9,975 Fund balances Beginning of year 55,397 End of year $ 64,523 See notes to basic financial statements -29- CITY OF MOUNDS VIEW Statement of Net Position Proprietary Funds December 31,2025 Business-Type Activities-Enterprise Funds Storm Nonmajor Water Sewer Water Street Light Total Assets Current assets Cash and investments $ - $ 307,362 $ 1,099,420 $ 66,993 $ 1,473,775 Receivables Accounts 495,671 599,605 131,823 33,060 1,260,159 Special assessments 172,471 9,286 - - 181,757 Due from other funds - 1,248,181 - - 1,248,181 Total current assets 668,142 2,164,434 1,231,243 100,053 4,163,872 Noncurrent assets Capital assets Land 7,596 3,255 552,728 - 563,579 Construction in progress - - 789,766 - 789,766 Buildings 4,861,907 12,393 20,050 - 4,894,350 Infrastructure 11,126,274 8,903,775 1,643,982 - 21,674,031 Equipment 1,963,530 726,433 619,565 - 3,309,528 Less accumulated depreciation (7,908,702) (6,377,744) (582,935) - (14,869,381) Total capital assets,net of depreciation 10,050,605 3,268,112 3,043,156 - 16,361,873 Total assets 10,718,747 5,432,546 4,274,399 100,053 20,525,745 Deferred outflows of resources Pension plan deferments-PERA 37,838 26,267 17,476 - 81,581 Total assets and deferred outflows of resources $ 10,756,585 $ 5,458,813 S 4,291,875 $ 100,053 $ 20,607,326 Current liabilities Accounts and contracts payable $ 27,623 $ 75,736 $ 76,200 $ 11,411 $ 190,970 Accrued wages and benefits 14,041 12,714 8,970 729 36,454 Due to other governments 6,987 22 22 - 7,031 Due to other funds 1,248,181 - - - 1,248,181 Deposits payable 25,431 5,000 - - 30,431 Accrued interest payable 27,259 - - - 27,259 Bonds payable 370,000 - - - 370,000 Compensated absences payable 8,141 5,048 2,609 343 16,141 Total current liabilities 1,727,663 98,520 87,801 12,483 1,926,467 Noncurrent liabilities Bonds payable 4,060,000 - - - 4,060,000 Bond premium 181,018 - - - 181,018 Net pension liability-PERA 157,606 109,411 72,792 - 339,809 Compensated absences payable 73,275 45,431 23,480 3,084 145,270 Total noncurrent liabilities 4,471,899 154,842 96,272 3,084 4,726,097 Total liabilities 6,199,562 253,362 184,073 15,567 6,652,564 Deferred inflows of resources Pension plan deferments-PERA 102,692 71,290 47,430 - 221,412 Net position Net investment in capital assets 5,439,587 3,268,112 3,016,984 - 11,724,683 Unrestricted (985,256) 1,866,049 1,043,388 84,486 2,008,667 Total net position 4,454,331 5,134,161 4,060,372 84,486 13,733,350 Total liabilities,deferred inflows ofresources,and net position S 10,756,585 $ 5,458,813 S 4,291,875 $ 100,053 $ 20,607,326 See notes to basic financial statements -30- CITY OF MOUNDS VIEW Statement of Revenues,Expenses,and Changes in Net Position Proprietary Funds Year Ended December 31,2025 Business-Type Activities-Enterprise Funds Storm Nonmajor Water Sewer Water Street Light Total Operating revenue Sales/user fees $ 1,597,671 $ 2,252,892 $ 504,758 $ 125,887 $ 4,481,208 Connection charges 4,150 10,199 - - 14,349 Intergovernmental and pension contribution(adjustment) 22,617 (405) (269) - 21,943 Other income 48,271 263 - - 48,534 Total operating revenue 1,672,709 2,262,949 504,489 125,887 4,566,034 Operating expenses Personal services 571,017 424,454 342,068 27,550 1,365,089 Supplies 97,880 20,316 28,709 50 146,955 Contractual services 500,912 158,471 40,886 94,303 794,572 Disposal charges - 1,233,742 - - 1,233,742 Depreciation 337,002 152,148 28,514 - 517,664 Total operating expenses 1,506,811 1,989,131 440,177 121,903 4,058,022 Operating income 165,898 273,818 64,312 3,984 508,012 Nonoperating revenues(expenses) Investment earnings(charges) (41,514) 85,120 74,638 2,943 121,187 Gain(loss)on disposal of capital assets - - (117,068) - (117,068) Other revenues 216,482 - - - 216,482 Interest expense (50,104) - - - (50,104) Total nonoperating revenue(expenses) 124,864 85,120 (42,430) 2,943 170,497 Income before transfers 290,762 358,938 21,882 6,927 678,509 Transfers in - - 498,680 - 498,680 Transfers out (167,742) (101,490) (58,430) (2,620) (330,282) Change in net position 123,020 257,448 462,132 4,307 846,907 Net position Beginning of year 4,331,311 4,876,713 3,598,240 80,179 12,886,443 End of year $ 4,454,331 $ 5,134,161 $ 4,060,372 $ 84,486 $ 13,733,350 See notes to basic financial statements -31- CITY OF MOUNDS VIEW Statement of Cash Flows Proprietary Funds Year Ended December 31,2025 Business-Type Activities-Enterprise Funds Storm Nonmajor Water Sewer Water Street Light Total Cash flows from operating activities Cash received from customers and users $ 1,469,487 $ 2,251,762 $ 501,583 $ 126,385 $ 4,349,217 Payments to employees (578,160) (449,011) (313,408) (28,050) (1,368,629) Payments to suppliers (597,366) (1,344,761) (38,142) (90,302) (2,070,571) Other revenues 216,482 - - - 216,482 Net cash flows from operating activities 510,443 457,990 150,033 8,033 1,126,499 Cash flows from noncapital financing activities Cash received from other funds 259,287 - - - 259,287 Cash paid to other funds - (259,287) - - (259,287) Transfers in - - 498,680 - 498,680 Transfers out (167,742) (101,490) (58,430) (2,620) (330,282) Net cash flows from noncapital financing activities 91,545 (360,777) 440,250 (2,620) 168,398 Cash flows from capital and related financing activities Acquisition and construction of capital assets (129,268) (843,305) (1,552,712) - (2,525,285) Payment on bonds (360,000) - - - (360,000) Interest paid (71,206) - - - (71,206) Net cash flows from capital and related financing activities (560,474) (843,305) (1,552,712) - (2,956,491) Cash flows from investing activities Interest received(charged)on investments (41,514) 85,120 74,638 2,943 121,187 Net change in cash and cash equivalents - (660,972) (887,791) 8,356 (1,540,407) Cash and investments Beginning of year - 968,334 1,987,211 58,637 3,014,182 End ofyear $ - $ 307,362 $ 1,099,420 $ 66,993 $ 1,473,775 Reconciliation of operating income(loss)to net cash flows from operating activities Operating income(loss) $ 165,898 $ 273,818 $ 64,312 $ 3,984 $ 508,012 Adjustments to reconcile operating income to net cash flows from operating activities Depreciation 337,002 152,148 28,514 - 517,664 Change in assets,deferred outflows ofresources, liabilities,and deferred inflows ofresources Other revenues 216,482 - - - 216,482 Accounts receivable (119,006) (16,201) (2,906) 498 (137,615) Special assessments receivable (84,216) 5,014 - - (79,202) Deferred outflows ofresources 882 4,500 (4,319) - 1,063 Accounts and contracts payable (1,123) 71,895 31,731 4,051 106,554 Accrued wages and benefits 545 3,826 2,553 140 7,064 Due to other governments 1,069 (1,127) (278) - (336) Deposits payable 1,480 (3,000) - - (1,520) Net pension liability-PERA (9,179) (23,120) 16,117 - (16,182) Compensated absences 10,190 8,162 5,030 (640) 22,742 Deferred inflows ofresources (9,581) (17,925) 9,279 - (18,227) Net cash flows from operating activities $ 510,443 $ 457,990 $ 150,033 $ 8,033 $ 1,126,499 Noncash investing,capital,and financing activities Accrued interest payable change $ (3,000) $ - $ - $ - $ (3,000) Amortization of premium $ 18,102 $ - $ - $ - $ 18,102 Capital-related payable $ - $ - $ 26,172 $ - $ 26,172 See notes to basic financial statements -32- THIS PAGE INTENTIONALLY LEFT BLANK CITY OF MOUNDS VIEW Notes to Basic Financial Statements December 31,2025 NOTE 1—SIGNIFICANT ACCOUNTING POLICIES A. Organization The City of Mounds View, Minnesota (the City) is a municipal corporation that operates under a Home Rule Charter adopted on October 11, 1979. The City is governed by a Mayor and City Council form of government. The Mayor and City Council are elected on an at-large basis with the Mayor serving two-year terms and the City Council serving four-year terms. The accounting policies of the City conform to accounting principles generally accepted in the United States of America as applicable to governmental units. The Governmental Accounting Standards Board (GASB) is the accepted standard-setting body for establishing governmental accounting and financial reporting principles. The City's more significant accounting policies are described below: B. Reporting Entity In accordance with accounting principles generally accepted in the United States of America,these financial statements include the City(the primary government)and its component units. The City includes all funds, organizations, institutions, agencies, departments, and offices that are not legally separate from such. Component units are legally separate organizations for which elected officials of the City are financially accountable and are included within the basic financial statements of the City because of the significance of their operational or financial relationships with the City. The City is considered financially accountable for a component unit if it appoints a voting majority of the organization's governing body and it is able to impose its will on the organization by significantly influencing the programs, projects, activities, or level of services performed or provided by the organization, or there is a potential for the organization to provide specific financial benefits to, or impose specific financial burdens on,the City. As a result of applying the component unit definition criteria above, certain organizations are presented in this report as blended component units(which are reported as if they were a part of the City)or related and jointly governed organizations(in which the relationship of the City with the entity is disclosed). Blended Component Unit Economic Development Authority (EDA) — The EDA was created to carry out housing and economic development activities within the City. The governing board is the City Council. The City Council also approves tax levies and directs the activities of the EDA's management. Various city employees, such as the city administrator, finance director, and the city's attorney perform key management functions for the EDA.The EDA's activity is reported as the Economic Development Authority Special Revenue Fund. The EDA does not issue separate financial statements. -33- NOTE 1—SIGNIFICANT ACCOUNTING POLICIES(CONTINUED) Joint Powers Organizations Metro-INET—The City has joined with several municipalities and governmental entities to cooperatively provide information technology services to its members. Metro-INET is governed by its own Board of Directors. Directors are appointed by each member. An Executive Board is elected by the Board of Directors and is responsible for operations through the Executive Director. The city of Roseville is acting as the fiscal agent for the organization.Members may withdraw but will forfeit any equity in the equipment. If the entity is dissolved, the remaining assets will be allocated to any remaining members. The annual budget is adopted in May and member charges are based on each member's individual metrics for users, email accounts, computers,phones, and remote access accounts. The City's share of operating and capital costs totaled$253,908 during 2025.These costs were recorded as expenditures within the General Fund and the Community Center Special Revenue Fund. Metro-INET financial reports are available at Roseville city offices, 2660 Corporate Center Drive, Roseville,Minnesota 55113. Spring Lake Park—Blaine— Mounds View Fire Department— The City has joined with the cities of Blaine and Spring Lake Park to cooperatively provide fire protection services to their residents. This is provided by the Spring Lake Park — Blaine — Mounds View Fire Department (the Fire Department), a private nonprofit Internal Revenue Code (IRC) Section 501(c)(3) organization. The service territory is generally comprised of the cities of Spring Lake Park,Blaine, and Mounds View. The three cities agreed upon several significant provisions in their agreement dated December 11, 1990: a. The Fire Department is governed by its own Board of Directors. Directors are appointed by each city and from the Fire Department. b. Operation,maintenance, and debt service costs are shared based upon a fixed formula. The City's share of the formula is 15.50 percent in 2025. The share was set at a fixed amount in 2021 going forward and to be reviewed every five years. c. The city of Blaine issued$4,900,000 G.O. Capital Improvement Refunding Bonds, Series 2013A on December 1,2013 to refund the G.O. Capital Improvement Bonds, Series 2005A. d. Each city has a nonmeasureable equity interest in the property that is held in the city of Blaine's name. The City's share of operating costs were$562,030,capital costs were$121,706,and debt service costs were $85,374 during 2025. These costs were recorded as expenditures in the General Fund. The Fire Department and its relief association issue financial reports,which are available at Mounds View city offices or at the Fire Department, 1710 Highway 10, Spring Lake Park,MN 55432. -34- NOTE 1—SIGNIFICANT ACCOUNTING POLICIES(CONTINUED) C. Government-Wide Financial Statement Presentation The government-wide financial statements (i.e., Statement of Net Position and Statement of Activities) display information about the reporting government as a whole.These statements include all of the financial activities of the City. Governmental activities, which are normally supported by taxes and intergovernmental revenues, are reported separately from business-type activities,which significantly rely upon fees and charges for support. The Statement of Activities demonstrates the degree to which the direct expenses of a given function or segment is offset by program revenues.Direct expenses are those that are clearly identifiable with a specific function or segment. Program revenues include: 1)charges to customer or applicants who purchase,use,or directly benefit from goods, services, or privileges provided by a given function or segment; 2) operating grants and contributions;and 3)capital grants and contributions that are restricted to meeting the operational or capital requirements of a particular function or segment.Taxes and other internally directed revenues are reported as general revenues. The government-wide financial statements are reported using the economic resources measurement focus and the accrual basis of accounting. Revenues are recorded when earned and expenses are recorded when a liability is incurred, regardless of the timing of related cash flows. Property taxes are recognized as revenues in the year for which they are levied. Grants and similar items are recognized as revenue as soon as all eligibility requirements imposed by the provider have been met. As a general rule,the effect of interfund activity has been eliminated from the government-wide financial statements. However, charges between the City's enterprise funds and other functions are not eliminated, as that would distort the direct costs and program revenues reported in those functions. Depreciation expense is included in the direct expenses of each function. Interest on long-term debt is considered an indirect expense and is reported separately on the Statement of Activities. D. Fund Financial Statement Presentation Separate financial statements are provided for governmental funds and proprietary funds.Major individual governmental funds, and major individual enterprise funds are reported as separate columns in the fund financial statements. Aggregated information for the remaining nonmajor funds is reported in a single column in the respective fund financial statements. Governmental fund financial statements are reported using the current financial resources measurement focus and the modified accrual basis of accounting.Under this basis of accounting,transactions are recorded in the following manner: 1. Revenue Recognition — Revenue is recognized when it becomes measurable and available. "Measurable" means the amount of the transaction can be determined and "available" means collectible within the current period or soon enough thereafter to be used to pay liabilities of the current period. For this purpose, the City considers revenues to be available if they are collected within 60 days after year-end. Only the portion of special assessments receivable due within the current fiscal period is considered to be susceptible to accrual as revenue of the current period. Grants and similar items are recognized when all eligibility requirements imposed by the provider have been met. Proceeds of long-term debt are reported as other financing sources. Major revenue that is susceptible to accrual includes property taxes, special assessments, intergovernmental revenue,charges for services,and interest earned on investments.Major revenue that is not susceptible to accrual includes licenses and permits, fees, and miscellaneous revenue. Such revenue is recorded only when received because it is not measurable until collected. -35- NOTE 1—SIGNIFICANT ACCOUNTING POLICIES(CONTINUED) 2. Recording of Expenditures — Expenditures are generally recorded when a liability is incurred, except for principal and interest on long-term debt and other long-term obligations, which are recognized as expenditures to the extent they have matured. Capital asset acquisitions are reported as capital outlay expenditures in the governmental funds. Proprietary fund financial statements are reported using the economic resources measurement focus and accrual basis of accounting, similar to the government-wide financial statements. Proprietary funds distinguish operating revenues and expenses from nonoperating items. Operating revenues and expenses generally result from providing services and producing and delivering goods in connection with a proprietary f ind's principal ongoing operations. The principal operating revenues of the City's enterprise funds are charges to customers for sales and services. The operating expenses for the enterprise funds include the cost of sales and services, administrative expenses, and depreciation on capital assets. All revenues and expenses that do not meet this definition are reported as nonoperating revenues and expenses. Description of Funds The City reports the following major governmental funds: General Fund—This fund is the City's primary operating fund. It accounts for all financial resources of the general government except those required to be accounted for in another fund. Economic Development Authority Special Revenue Fund — This fund accounts for transfers from the General Fund, tax increment funds, a tax levy, and expenditures for economic development activities of the Economic Development Authority. Community Center Special Revenue Fund — This fund accounts for the operation of the City's community center. Revenue sources include directed property tax revenues and community center charges for services. Tax Increment Financing District No. 5 Special Revenue Fund — This fund accounts for tax increments collected from properties within the district that are used to retire the developer note. Vehicle and Equipment Capital Projects Fund —This fund accumulates resources for the eventual replacement of city vehicles and equipment. Special Projects Capital Projects Fund—This fund finances the construction of city buildings,park improvements,and some transportation projects,except any accounted for in the proprietary funds.The main funding source has been periodic transfers of surpluses from the General Fund. Street Improvement Capital Projects Fund—This fund is used to account for the construction and major repair of city streets as part of the City's street improvement program. The City reports the following major proprietary funds: Water Fund — This fund accounts for the activities associated with providing water service to city residents and businesses. Services are paid for by user fees. Sewer Fund—This fund accounts for the activities associated with providing sanitary sewer service to city residents and businesses. Services are paid for by user fees. Storm Water Fund — This fund accounts for the construction and maintenance of storm water facilities. Utility fees are charged on the quarterly utility bill and impact fees are charged on new development of land. Street Light Fund (nonmajor) — This fund accounts for the activities associated with providing streetlight services to city residents and businesses. Services are paid for by user fees. -36- NOTE 1—SIGNIFICANT ACCOUNTING POLICIES(CONTINUED) E. Cash and Investments The City's cash and cash equivalents are considered to be cash on hand, demand deposits, and short-term investments with original maturities of three months or less from the date of acquisition. State statutes authorize the City to invest in obligations of the U.S. treasury and federal agencies, commercial paper,repurchase agreements,and the state treasurer's investment pool. Investments are generally stated at fair value, except for investments in external investment pools, which are stated at amortized cost. Short-term highly liquid debt instruments (including commercial paper, bankers' acceptances, and U.S. treasury and agency obligations) purchased with a remaining maturity of one year or less may be reported at amortized cost. Investment income is accrued at the balance sheet date. Investment earnings for the Economic Development Authority, Cable Television, Police Forfeiture, and Recycling Grant Special Revenue Funds, and the Vehicle and Equipment Capital Projects Fund are allocated to the General Fund. The City categorizes its fair value measurements within the fair value hierarchy established by accounting principles generally accepted in the United States of America.The hierarchy is based on the valuation inputs used to measure the fair value of the asset. Level 1 inputs are quoted prices in active markets for identical assets; Level 2 inputs are significant other observable inputs; and Level 3 inputs are significant unobservable inputs. Debt securities classified in Level 2 of the fair value hierarchy are valued using a matrix pricing technique. Matrix pricing is used to value securities based on the securities' relationship to benchmark quoted prices. See Note 3 for the City's recurring fair value measurements at year-end. F. Interfund Receivables and Payables When applicable, in the fund financial statements, activity between funds that is representative of lending or borrowing arrangements is reported as either"due to/from other funds" (current portion) or"advances to/from other funds." All other outstanding balances between funds are reported as "due to/from other funds."Any residual balances outstanding between the governmental activities and business-type activities are reported in the government-wide financial statements as"internal balances." G. Receivables Utility and miscellaneous accounts receivable are reported at gross. Since the City is generally able to certify delinquent amounts to the county for collection as special assessments, no allowance for uncollectible accounts has been provided on current receivables.The City does record an allowance for the amount of utility receivables that remain delinquent after having been certified to the county. The only receivables not expected to be collected within one year are property taxes,special assessments,notes,and lease receivables. H. Property Taxes Property tax levies are set by the City Council in December of each year, and are certified to Ramsey County for collection in the following year. In Minnesota,counties act as collection agents for all property taxes. The county spreads the levies over all taxable property. Such taxes become a lien on January 1 and are recorded as receivables by the City on that date. Real property taxes may be paid by taxpayers in two equal installments on May 15 and October 15. Personal property taxes are due in full on May 15. The county provides tax settlements to cities and other taxing districts three times a year: in July, December, and January. -37- NOTE 1—SIGNIFICANT ACCOUNTING POLICIES (CONTINUED) Property taxes are recognized as revenue in the year levied in the government-wide financial statements.In the governmental fund financial statements,taxes are recognized as revenue when received in cash or within 60 days after year-end. Taxes which remain unpaid on December 31 are classified as delinquent taxes receivable and are offset by a deferred inflow of resources in the governmental fund financial statements, because they are not available to finance current expenditures. No allowance for uncollectible taxes has been provided because such amounts are not expected to be material. I. Special Assessments Receivable Special assessments are levied against the benefited properties for the assessable costs of special assessment improvement projects in accordance with state statutes. The City usually adopts the assessment rolls when the individual projects are complete or substantially complete. The county handles collection of annual installments (including interest) in the same manner as property taxes. Property owners are allowed to prepay total future installments without interest or prepayment penalties. Special assessments are recorded as receivables upon certification to the county. Special assessments are recognized as revenue in the year levied in the government-wide financial statements and proprietary fund financial statements. In the governmental fund financial statements, special assessments are recognized as revenue when received in cash or within 60 days after year-end. Governmental fund special assessments receivable which remain unpaid on December 31 are offset by a deferred inflow of resources in the governmental fund financial statements. At year-end,the City has recorded$13,675 of delinquent special assessments receivable. J. Assets Held for Resale Assets held for resale represents various property purchases made by the City with the intent to sell in order to increase tax base or to attract new businesses. These assets are stated at the lower of cost or acquisition value. K. Inventories and Prepaid Items Inventories of supplies are valued at cost, while inventories held for resale are valued at the lower of cost or market value,on a first-in,first-out method.Certain payments to vendors reflect costs applicable to future accounting periods and are recorded as prepaid items in both the government-wide and fund financial statements. The cost of inventories and prepaid items is recorded as expenses/expenditures when consumed rather than when purchased. L. Capital Assets Capital asset acquisition costs are recorded as expenditures in the City's governmental fund financial statements, which use the modified accrual basis of accounting. Capital assets are capitalized within the City's government-wide financial statements and proprietary fund financial statements,which use the full accrual basis of accounting. Infrastructure assets reported by governmental activities include assets placed in service in 1980 or later. The City defines capital assets as assets with an initial, individual cost of more than $5,000 for purchased assets and $25,000 for constructed assets, and an estimated useful life in excess of three years. All capital assets are recorded at historical cost or estimated historical cost if actual cost was not available. Groups of similar assets acquired at or near the same time for a single objective, with individual costs below this threshold, are also capitalized if the aggregate cost of the assets is considered significant. Donated capital assets are valued at the acquisition value as of the date received.The cost of normal maintenance and repairs that do not add to the value of the asset or materially extend asset lives are not capitalized. Land and construction in progress are not depreciated. -38- NOTE 1—SIGNIFICANT ACCOUNTING POLICIES (CONTINUED) The capital assets are depreciated using the straight-line method over the following estimated useful lives: Land improvements 10-25 years Buildings 30-50 years Infrastructure—distribution and collection systems 30-50 years Infrastructure—streets 20-40 years Equipment 3-20 years M. Compensated Absences The City recognizes a liability for compensated absences for leave time that(1)has been earned for services previously rendered by employees, (2) accumulates and is allowed to be carried over to subsequent years, and(3) is more likely than not to be used as time off or settled(for example paid in cash to the employee or payment to an employee flex spending account) during or upon separation from employment. The liability for compensated absences is reported as incurred in the government-wide and proprietary fund financial statements.A liability for compensated absences is recorded in the governmental funds only if the liability has matured because of employee resignations or retirements. The liability for compensated absences includes salary-related benefits,where applicable. It is the City's policy to permit employees to accumulate earned,but unused,vacation and sick pay benefits. At termination of employment, employees receive all accrued vacation benefits and employees with sufficient years of service receive a percentage of their unpaid accumulated sick leave. Union employees and nonunion employees with two or more years qualify. N. Long-Term Obligations In the government-wide and proprietary fund financial statements, long-term debt and other long-term obligations are reported as liabilities in the applicable governmental activities, business-type activities, or proprietary fund-type Statement of Net Position.Bond premiums and discounts,when material,are deferred and amortized over the life of the bonds using the effective interest method. Bonds payable are reported net of the applicable bond premium or discount. In the fund financial statements, governmental fund-types recognize bond premiums and discounts during the current period.The face amount of debt issued is reported as other financing sources.Premiums received on debt issuances are reported as other financing sources,while discounts on debt issuances are reported as other financing uses. O. Deferred Outflows/Inflows of Resources In addition to assets and liabilities, statements of financial position or balance sheets may report separate financial statement elements called deferred outflows or inflows of resources. These separate financial statement elements represent a consumption or acquisition of net assets that applies to a future period and so will not be recognized as an outflow of resources (expense/expenditure) or an inflow of financial resources(revenue)until then. Deferred outflows and inflows of resources related to pensions and other post-employment benefits(OPEB) in the government-wide and proprietary fund Statement of Net Position. These deferred outflows and inflows result from differences between expected and actual experience,changes in proportion,changes of assumptions, differences between projected and actual investment earnings, and contributions to the plan subsequent to the measurement date and before the end of the reporting period.These amounts are deferred and amortized as required under pension and OPEB standards. -39- NOTE 1—SIGNIFICANT ACCOUNTING POLICIES (CONTINUED) The City reports deferred inflows of resources related to leases receivable in the government-wide Statement of Net Position and governmental funds Balance Sheet, which requires lessors to recognize deferred inflows of resources to correspond to lease receivables.These amounts are deferred and amortized in a systematic and rationale manner over the term of the lease. Unavailable revenue arises only under the modified accrual basis of accounting and,therefore, is reported only in the governmental funds Balance Sheet. The governmental funds report unavailable revenue from special assessments and property taxes not collected within 60 days of year-end.These amounts are deferred and recognized as an inflow of resources in the period that the amounts become available. P. State-Wide Pension Plans For purposes of measuring the net pension liability, deferred outflows/inflows of resources, and pension expense, information about the fiduciary net position of the Public Employees Retirement Association (PERA) and additions to/deductions from the PERA's fiduciary net position have been determined on the same basis as they are reported by the PERA. For this purpose, plan contributions are recognized as of employer payroll paid dates and benefit payments, and refunds are recognized when due and payable in accordance with the benefit terms. Investments are reported at fair value. Q. Net Position Classifications and Flow Assumptions In the government-wide and proprietary fund financial statements, net position represents the difference between assets, deferred outflows of resources, liabilities, and deferred inflows of resources. Net position is displayed in three components: • Net Investment in Capital Assets — Consists of capital assets, net of accumulated depreciation, reduced by any outstanding debt attributable to acquire capital assets. • Restricted Net Position — Consists of net position restricted when there are limitations imposed on their use through external restrictions imposed by creditors, grantors, or laws or regulations of other governments, or enabling legislation. • Unrestricted Net Position — All remaining net position that does not meet the definition of "restricted"or"net investment in capital assets." When both restricted and unrestricted resources are available for use,it is the City's policy to use restricted resources first, and then unrestricted resources as they are needed. R. Fund Balance Classifications and Flow Assumptions In the governmental fund financial statements, fund balance is reported in classifications that disclose constraints for which amounts in those funds can be spent. These classifications are as follows: • Nonspendable — Consists of amounts that are not in spendable form, such as prepaid items, inventory, and other long-term assets. • Restricted—Consists of amounts where there are limitations imposed on their use through external restrictions imposed by creditors, grantors, laws or regulations of other governments, or enabling legislation. • Committed—Consists of internally imposed constraints that are established by resolution of the City Council. Those committed amounts cannot be used for any other purpose unless the City Council removes or changes the specified use by taking the same type of action it employed to previously commit those amounts. -40- NOTE 1—SIGNIFICANT ACCOUNTING POLICIES(CONTINUED) • Assigned—Consists of internally imposed constraints on amounts intended to be used by the City for specific purposes that do not meet the criteria to be classified as restricted or committed. In governmental funds, assigned amounts represent intended uses established by the governing body itself or by an official to which the governing body delegates the authority.Pursuant to City Council resolution,the city administrator or finance director is authorized to establish assignments of fund balance. • Unassigned—The residual classification for the General Fund which also reflects negative residual amounts in other funds. When both restricted and unrestricted resources are available for use, it is the City's policy to first use restricted resources,then use unrestricted resources as they are needed. When committed, assigned, or unassigned resources are available for use, it is the City's policy to use resources in the following order: 1) committed,2) assigned, and 3)unassigned. S. Statement of Cash Flows For purposes of the Statement of Cash Flows,the City considers all highly liquid debt instruments with an original maturity from the time of purchase by the City of three months or less to be cash equivalents. The proprietary funds' portion in the government-wide cash and investment management pool is considered to be cash equivalent. T. Use of Estimates The preparation of financial statements,in conformity with accounting principles generally accepted in the United States of America,requires management to make estimates and assumptions that affect the reported amounts and disclosures in the financial statements. Actual results could differ from those estimates. U. Risk Management The City is exposed to various risks of loss related to torts: theft of, damage to, and destruction of assets; errors and omissions;and natural disasters for which the City carries commercial insurance.The City retains risk for the deductible portions of the insurance policies and for any exclusion from said policies. These amounts are considered to be immaterial to the financial condition of the City. There were no significant reductions in insurance from the previous year or settlements in excess of insurance coverage for the past three fiscal years. Workers' compensation is provided through a pooled self-insurance program through the League of Minnesota Cities Insurance Trust(LMCIT). The City pays an annual premium to the LMCIT. The City is subject to supplemental assessments if deemed necessary by the LMCIT. The LMCIT reinsures through Workers' Compensation Reinsurance Association as required by law. The City has a$5,000 deductible for which it retains the risk. These deductibles are considered to be immaterial to the financial statements. Property, casualty, and automobile insurance coverage are provided through a pooled self-insurance program through the LMCIT. The City pays an annual premium to the LMCIT. The City is subject to supplemental assessments if deemed necessary by the LMCIT. The LMCIT reinsures through commercial companies for claims in excess of various amounts. The City has a$25,000 deductible for which it retains the risk. These deductibles are considered to be immaterial to the financial statements. -41- NOTE 2—STEWARDSHIP, COMPLIANCE,AND ACCOUNTABILITY A. Budgetary Information Annual budgets are adopted on a basis consistent with accounting principles generally accepted in the United States of America for the General Fund and most special revenue funds. The Local Affordable Housing Aid Special Revenue Fund was a new fund and the City did not adopt a budget in the current year. Debt service funds do not have annual budgets but follow the requirements set at the time of bond issuance. Capital projects funds adopt project-length budgets.All annual appropriations lapse at fiscal year-end. The City follows these procedures in establishing the budgetary data reflected in the financial statements: • Prior to September 15, the city administrator submits to the City Council a proposed operating budget for the fiscal year commencing the following January 1. The operating budget includes proposed expenditures and the means of financing them. • Informational meetings are held on the preliminary budget during the budget process with formal public hearings being conducted between November 29 and December 30 to obtain taxpayer comments. • The budget is legally enacted through passage of a resolution prior to December 31. • The City Council may authorize transfers of budgeted amounts between departments within any fund. • Budgetary control is maintained at the department level within each fund. Also inherent in this controlling function is the management philosophy that the existence of a particular item or appropriation in the approved budget does not automatically mean that it will be spent. The budget process has flexibility in that, where need has been properly demonstrated, an adjustment can be made within the department budget by the city administrator, or between departments by the City Council. Therefore, there is a constant review process and expenditures are not approved until it has been determined that: (1) adequate funds were appropriated, (2) the expenditure is still necessary, and(3)funds are available. B. Excess of Expenditures Over Appropriations For the year ended December 31,2025,expenditures exceeded appropriations in the following departments (the legal level of budgetary control)of the City's funds with budgets approved by the City Council. These deficiencies were funded by greater than anticipated revenues or fund balance. General Fund General government Mayor and City Council $ 5,025 Advisory commissions $ 3,018 Central services $ 10,416 Government buildings $ 1,664 Streets and highways Public works administration $ 1,193 Economic development Community development $ 22,297 Major special revenue funds TIF District No. 5 $ 23,426 Nonmajor special revenue funds Recycling Grant $ 1,548 -42- NOTE 3—DEPOSITS AND INVESTMENTS A. Components of Cash and Investments Cash and investments at year-end consist of the following: Fair Value Interest Risk— Credit Risk Measurements Maturity Duration in Years Investment Type Rating Agency Using Less Than 1 1 to 5 Total U.S.agency securities Federal Home Loan Bank notes and bonds AA S&P Level 2 $ 8,265,303 $ 486,015 $ 8,751,318 Negotiable certificates of deposit N/R N/A Level 2 724,634 2,209,512 2,934,146 $ 8,989,937 $ 2,695,527 11,685,464 Investment pools/mutual funds 4M Fund AAA S&P Amortized Cost 9,286,630 Total investments 20,972,094 Deposits 277,028 Change funds 483 Total cash and investments $ 21,249,605 N/R—Not Rated N/A—Not Applicable The Minnesota Municipal Money Market(4M Fund)is an external investment pool not registered with the Securities and Exchange Commission (SEC) that follows the same regulatory rules of the SEC. The fair value of the position in the pool is the same as the value of the pool shares,which is based on an amortized cost method that approximates fair value. The 4M Fund is sponsored by the League of Minnesota Cities. Investments are purchased and regulated according to Minnesota Statutes. For this investment pool, there are no unfunded commitments,redemption frequency is daily, and there is no redemption notice required for the liquid class;the redemption notice period is 14 days for the Plus Class. B. Deposits In accordance with applicable Minnesota Statutes, the City maintains deposits at depository banks authorized by the City Council, including checking accounts and certificates of deposit. The following is considered the most significant risk associated with deposits: Custodial Credit Risk—In the case of deposits,this is the risk that in the event of a bank failure, the City's deposits may be lost. Minnesota Statutes require that all deposits be protected by federal deposit insurance, corporate surety bond, or collateral. The fair value of collateral pledged must equal 110 percent of the deposits not covered by federal deposit insurance or corporate surety bonds.Authorized collateral includes treasury bills, notes, and bonds; issues of U.S. government agencies; general obligations rated "A" or better; revenue obligations rated "AA" or better; irrevocable standard letters of credit issued by the Federal Home Loan Bank; and certificates of deposit. Minnesota Statutes require that securities pledged as collateral be held in safekeeping in a restricted account at the Federal Reserve Bank or in an account at a trust department of a commercial bank or other financial institution that is not owned or controlled by the financial institution furnishing the collateral. The City has no additional deposit policies addressing custodial credit risk. At year-end, the carrying and balance on the bank records of the City's deposits was $277,028. As of December 31, 2025, all deposits were fully covered by federal deposit insurance, surety bonds, or by collateral held by the City's agent in the City's name. -43- NOTE 3—DEPOSITS AND INVESTMENTS (CONTINUED) C. Investments Investments are subject to various risks,the following of which are considered the most significant: Custodial Credit Risk—For investments,this is the risk that in the event of a failure of the counterparty to an investment transaction(typically a broker-dealer)the City would not be able to recover the value of its investments or collateral securities that are in the possession of an outside party. The City's investment policies do not further address this risk, but typically limits its exposure by purchasing insured or registered investments,or by the control of who holds the securities. Credit Risk—This is the risk that an issuer or other counterparty to an investment will not fulfill its obligations. Minnesota Statutes limit the City's investments to direct obligations or obligations guaranteed by the United States or its agencies; shares of investment companies registered under the Federal Investment Company Act of 1940 that receive the highest credit rating, are rated in one of the two highest rating categories by a statistical rating agency, and all of the investments have a final maturity of 13 months or less; general obligations rated"A"or better; revenue obligations rated"AA" or better; general obligations of the Minnesota Housing Finance Agency rated"A"or better; bankers' acceptances of United States banks eligible for purchase by the Federal Reserve System; commercial paper issued by United States corporations or their Canadian subsidiaries,rated of the highest quality category by at least two nationally recognized rating agencies, and maturing in 270 days or less; Guaranteed Investment Contracts guaranteed by a United States commercial bank, domestic branch of a foreign bank, or a United States insurance company, and with a credit quality in one of the top two highest categories; repurchase or reverse purchase agreements and securities lending agreements with financial institutions qualified as a "depository" by the government entity, with banks that are members of the Federal Reserve System with capitalization exceeding$10,000,000;that are a primary reporting dealer in U.S. government securities to the Federal Reserve Bank of New York; or certain Minnesota securities broker-dealers. The City's investment policies do not further address credit risk. Concentration Risk — This is the risk associated with investing a significant portion of the City's investments (considered 5.0 percent or more) in the securities of a single issuer, excluding U.S. guaranteed investments (such as treasuries), investment pools, and mutual funds. As of December 31,2025,the City had 41.7 percent of its portfolio invested with Federal Home Loan Bank. The City's investment policies do not limit the concentration of investments. Interest Rate Risk—This is the risk of potential variability in the fair value of fixed rate investments resulting from changes in interest rates (the longer the period for which an interest rate is fixed, the greater the risk). The City's investment policy notes the City will not directly invest in securities maturing more than 10 years from the date of purchase and to maintain an average weighted maturity up to three years to the extent possible. NOTE 4—LEASES RECEIVABLE The City has entered into lease receivable agreements for water tower rental for cellular antennas, land rental for billboards, and space rental at the community center. The City has imputed an interest rate of 3.25 percent based on the estimated incremental borrowing rate with final maturities through 2045.During the current year,the City received principal and interest payments of$258,523. -44- NOTE 5—CAPITAL ASSETS Capital asset activity for the year was as follows: A. Changes in Capital Assets Used in Governmental Activities Beginning Completed Ending Balance Additions Deletions Construction Balance Capital assets,not being depreciated Land $ 775,378 $ — $ — $ — $ 775,378 Construction in progress 57,126 2,112,400 — (745,059) 1,424,467 Total capital assets,not being depreciated 832,504 2,112,400 — (745,059) 2,199,845 Capital assets,being depreciated Land improvements 1,703,362 — — 640,798 2,344,160 Buildings 18,435,519 — — — 18,435,519 Infrastructure 46,074,421 — — — 46,074,421 Equipment 8,699,467 542,310 (164,244) 104,261 9,181,794 Total capital assets,being depreciated 74,912,769 542,310 (164,244) 745,059 76,035,894 Less accumulated depreciation on Land improvements 621,546 72,413 — — 693,959 Buildings 11,359,843 639,467 — — 11,999,310 Infrastructure 20,482,850 1,654,098 — — 22,136,948 Equipment 5,445,051 582,956 (163,854) — 5,864,153 Total accumulated depreciation 37,909,290 2,948,934 (163,854) — 40,694,370 Net capital assets,being depreciated 37,003,479 (2,406,624) (390) 745,059 35,341,524 Net capital assets $ 37,835,983 _L (294,224) $ (390) $ — $ 37,541,369 B. Changes in Capital Assets Used in Business-Type Activities Beginning Completed Ending Balance Additions Deletions Construction Balance Capital assets,not being depreciated Land $ 563,579 $ — $ — $ — $ 563,579 Construction in progress 1,696,911 2,024,173 — (2,931,318) 789,766 Total capital assets,not being depreciated 2,260,490 2,024,173 — (2,931,318) 1,353,345 Capital assets,being depreciated Buildings 4,865,750 28,600 — — 4,894,350 Infrastructure 20,253,981 — — 1,420,050 21,674,031 Equipment 1,598,112 498,684 (298,536) 1,511,268 3,309,528 Total capital assets,being depreciated 26,717,843 527,284 (298,536) 2,931,318 29,877,909 Less accumulated depreciation on Buildings 3,685,938 89,713 — — 3,775,651 Infrastructure 9,771,811 363,117 — — 10,134,928 Equipment 1,075,436 64,834 (181,468) — 958,802 Total accumulated depreciation 14,533,185 517,664 (181,468) — 14,869,381 Net capital assets,being depreciated 12,184,658 9,620 (117,068) 2,931,318 15,008,528 Net capital assets $ 14,445,148 $ 2,033,793 $ (117,068) $ — $ 16,361,873 -45- NOTE 5—CAPITAL ASSETS (CONTINUED) C. Depreciation Expense by Function Depreciation expense was charged to functions/programs of the City as follows: Governmental activities General government $ 200,259 Public safety 163,850 Streets and highways 1,996,184 Culture and recreation 588,641 Total depreciation expense—governmental activities $ 2,948,934 Business-type activities Water $ 337,002 Sewer 152,148 Storm water 28,514 Total depreciation expense—business-type activities $ 517,664 The City's commitment for uncompleted work on December 31, 2025,is $1,232,101. NOTE 6—LONG-TERM LIABILITIES A. General Obligation Bonds Payable The City currently has the following general obligation bonds payable outstanding: Maturity Balance— Original Issue Interest Rate Date End of Year Governmental activities 2017 General Obligation Capital Improvement Plan Bonds $ 6,000,000 2.7-3.5% 2038 $ 4,270,000 Business-type activities 2020A G.O.Water Revenue Bonds $ 5,830,000 1.0-2.0% 2036 4,430,000 Total bonds $ 8,700,000 These bonds were issued to finance the acquisition and construction of major capital facilities and firefighting equipment. All bonds are backed by the full faith and credit of the City. Assets of the debt service fund, together with scheduled future ad valorem tax levies, are dedicated for the retirement of governmental activities bonds. Revenues of the Water Fund have been pledged to finance the payment for the outstanding business-type activity bonds. B. Revenue Pledged Future revenue pledged for the payment of water revenue bonds is as follows: Revenue Pledged Current Year Percent of Remaining Principal Pledged Use of Total Term of Principal and Interest Revenue Debt Issue Proceeds Type Debt Service Pledge and Interest Paid Received Water Revenue Bonds of 2020A Utility improvements Utility charges 100% 2020-2036 $ 4,748,175 $ 431,206 $ 1,672,709 -46- NOTE 6-LONG-TERM LIABILITIES (CONTINUED) C. Other Long-Term Liabilities The City offers a number of benefits to its employees, including OPEB, pensions, and compensated absences.The details of these various benefit liabilities are discussed elsewhere in these notes.Such benefits are financed primarily from the General,Water, Sewer, and Storm Water Funds. City employees participate in two state-wide,cost-sharing,multiple-employer defined benefit pension plans administered by the PERA.The following is a summary of the net pension liabilities,deferred outflows and inflows of resources, and pension expense reported for these plans for the current year: Net Deferred Deferred Pension Outflows of Inflows of Pension Pension Plans Liabilities Resources Resources Expense PERA-GERF $ 1,113,035 $ 267,216 $ 725,225 $ 14,746 PERA-PEPFF 1,777,089 2,440,025 3,310,503 348,598 Total $ 2,890,124 $ 2,707,241 $ 4,035,728 $ 363,344 D. Minimum Debt Payments Minimum annual principal and interest payments to maturity for general obligation bonds are as follows: Governmental Activities Business-Type Activities Year Ending General Obligation Bonds G.O.Water Revenue Bonds December 31, Principal Interest Principal Interest 2026 $ 280,000 $ 114,590 $ 370,000 $ 61,722 2027 285,000 106,963 375,000 54,272 2028 295,000 99,133 385,000 46,672 2029 300,000 91,100 390,000 38,922 2030 310,000 82,865 400,000 31,022 2031-2035 1,675,000 283,037 2,080,000 82,877 2036-2038 1,125,000 53,802 430,000 2,688 Total $ 4,270,000 $ 831,490 $ 4,430,000 $ 318,175 E. Changes in Long-Term Liabilities Beginning Ending Due Within Balance Additions Deletions Balance One Year Governmental activities G.O.bonds payable $ 4,623,700 $ - $ 353,700 $ 4,270,000 $ 280,000 Total OPEB liability 1,592,510 97,542 171,529 1,518,523 134,545 Net pension liability-PERA 2,919,474 4,980,628 5,349,787 2,550,315 - Compensated absences payable 733,258 499,634 421,613 811,279 81,128 Total governmental activities 9,868,942 5,577,804 6,296,629 9,150,117 495,673 Business-type activities G.O.water revenue bonds payable 4,790,000 - 360,000 4,430,000 370,000 Bond premium 199,120 - 18,102 181,018 - Net pension liability-PERA 355,991 652,325 668,507 339,809 - Compensated absences payable 138,669 116,603 93,861 161,411 16,141 Total business-type activities 5,483,780 768,928 1,140,470 5,112,238 386,141 Total government-wide $ 15,352,722 $ 6,346,732 $ 7,437,099 $ 14,262,355 $ 881,814 -47- NOTE 6—LONG-TERM LIABILITIES (CONTINUED) F. Conduit Debt Obligations The City has issued private activity bonds to provide financial assistance to private sector entities for the acquisition and construction of industrial and commercial facilities deemed to be in the public interest. The bonds constitute special obligations of the City,payable solely from revenues of the projects pledged to the payment thereof. The bonds do not constitute a debt of the City and the City has no obligation for repayment. Accordingly, the bonds are not reported as liabilities in the City's financial statements. Bonds outstanding on December 31,2025 are as follows: Amount Bond Description Outstanding Health Care Facility Revenue Note,Series 2019 Apple Tree Dental $ 2,204,301 Multifamily Housing Revenue Note,Series 2022A Villas of Mounds View 14,297,223 Educational Facilities Revenue Note,Series 2023A and 2023B High School for Recording Arts Project 5,633,193 Multifamily Housing Revenue Note,Series 2024A Sibley Park/Sibley Court 45,000,000 Total $ 67,134,717 NOTE 7—NET POSITION/FUND BALANCES A. Net Investment in Capital Assets The government-wide Statement of Net Position on December 31,2025 includes the City's net investment in capital assets, calculated as follows: Governmental Business-Type Activities Activities Total Net investment in capital assets Capital assets Not depreciated $ 2,199,845 $ 1,353,345 $ 3,553,190 Depreciated,net of accumulated depreciation 35,341,524 15,008,528 50,350,052 Less capital-related long-term debt outstanding (4,270,000) (4,430,000) (8,700,000) Less unamortized original issue premium — (181,018) (181,018) Less capital-related accounts/contracts payable (21,872) (26,172) (48,044) Total net investment in capital assets $ 33,249,497 $ 11,724,683 $ 44,974,180 -48- NOTE 7—NET POSITION/FUND BALANCES (CONTINUED) B. Governmental Fund Balance Classifications On December 31,2025,a summary of the City's governmental fund balance classifications are as follows: Special Revenue Capital Projects Economic Tax Increment Development Community Financing Vehicle and Special Street General Authority Center District No.5 Equipment Projects Improvements Nonmajor Total Nonspendable Prepaid items $ 16,184 $ - $ 6,663 $ - $ - $ 15,000 $ - $ - $ 37,847 Restricted Economic development - 1,513,412 - - - - - - 1,513,412 Community center operations - - 172,462 - - - - - 172,462 Tax increment - - - 64,523 - - - 1,118 65,641 Communications - - - - - - - 222,010 222,010 Public safety - - - - - - - 40,005 40,005 Local affordable housing aid - - - - - - - 248,508 248,508 Parks and recreation - - - - - - - 89,235 89,235 Conservation - - - - - - - 24,447 24,447 Debt service - - - - - - - 460,333 460,333 Total restricted - 1,513,412 172,462 64,523 - - - 1,085,656 2,836,053 Assigned Levy reduction 3,023,160 - - - - - - - 3,023,160 Compensated absences 811,279 - - - - - - - 811,279 Other capital projects - - - - 2,455,054 3,265,792 - - 5,720,846 Street reconstruction - - - - - - 2,415,886 - 2,415,886 Total assigned 3,834,439 - - - 2,455,054 3,265,792 2,415,886 - 11,971,171 Unassigned 4,695,761 - - - - - - - 4,695,761 Total $ 8,546,384 $ 1,513,412 $ 179,125 $ 64,523 $ 2,455,054 $ 3,280,792 $ 2,415,886 $ 1,085,656 $ 19,540,832 C. Minimum Fund Balance Policy The City Council has formally adopted a policy regarding the minimum unassigned fund balance for the General Fund.The policy establishes a minimum unassigned General Fund balance of between 3 5.0 percent and 50.0 percent of the subsequent year's budgeted revenues and transfers or a minimum five months of expenditures and transfers. On December 31, 2025,the unassigned fund balance of the General Fund was 50.0 percent of the subsequent year's budgeted revenues and transfers. -49- NOTE 8—INTERFUND TRANSACTIONS A. Interfund Balances As of December 31, 2025, The Community Center Special Revenue Fund reported a balance of$12,429 due from the Recycling Grant Special Revenue Fund and the Sewer Enterprise Fund reported a balance of $1,248,181 due from the Water Enterprise Fund. The borrowing between special revenue funds was to eliminate a temporary cash deficit. The balance owed by the Water Enterprise Fund was also used to eliminate a cash deficit largely due to capital spending in the current year without using outside financing. B. Interfund Transfers Transfers are made in accordance with the budget or as approved by the City Council. Transfers are used to move restricted and unrestricted revenues from various funds to finance various programs that the government must account for in other funds in accordance with budgetary and statutory authorizations. Transfers to the Community Center Special Revenue Fund support operation of city recreation programs; transfers to the EDA Special Revenue Fund support economic development and business outreach;transfers to and from the Vehicle and Equipment Special Revenue Fund support equipment purchases; and transfers to the General Fund offset indirect costs.The General Fund also made transfers to finance current and future capital projects. The following is a summary of current year transfers: Fund Making Transfer Fund Receiving Transfer Amount Governmental Funds General Fund Special Projects Capital Projects Fund $ 385,000 TIF District No.5 Special Revenue Fund EDA Special Revenue Fund 91,319 Vehicle and Equipment Capital Projects Fund Storm Water Proprietary Fund 498,680 Nonmajor Funds TIF District No. 6 Special Revenue Fund EDA Special Revenue Fund 791 TIF District No. 7 Special Revenue Fund EDA Special Revenue Fund 4,580 Proprietary Funds Water Fund General Fund 77,742 Vehicle and Equipment Capital Projects Fund 90,000 167,742 Sewer Fund General Fund 41,490 Vehicle and Equipment Capital Projects Fund 60,000 101,490 Storm Water Fund General Fund 18,430 Vehicle and Equipment Capital Projects Fund 40,000 58,430 Nonmajor—Street Light Fund General Fund 2,620 Total $ 1,310,652 To the extent possible, interfund transactions are eliminated in the government-wide financial statements. -50- NOTE 9—DEFINED BENEFIT PENSION PLANS—STATE-WIDE A. Plan Descriptions The City participates in the following cost-sharing, multiple-employer defined benefit pension plans administered by the PERA of Minnesota.These plan provisions are established and administered according to Minnesota Statutes,Chapters 353 and 356.Minnesota Statutes Chapter 356 defines each plan's financial reporting requirements. The PERA's defined benefit pension plans are tax qualified plans under Section 401(a) of the IRC. 1. General Employees Retirement Fund(GERF) Membership in the GERF includes employees of counties,cities,townships,schools in noncertified positions, and other governmental entities whose revenues are derived from taxation, fees, or assessments. Plan membership is required for any employee who is expected to earn more than $425 in a month,unless the employee meets exclusion criteria. 2. Public Employees Police and Fire Fund(PEPFF) Membership in the PEPFF includes full-time,licensed police officers and firefighters who meet the membership criteria defined in Minnesota Statutes Section 353.64 and who are not earning service credit in any other PERA retirement plan or a local relief association for the same service. Employers can provide PEPFF coverage for part-time positions and certain other public safety positions by submitting a resolution adopted by the entity's governing body. The resolution must state that the position meets plan requirements. B. Benefits Provided The PERA provides retirement, disability, and death benefits. Benefit provisions are established by state statutes and can only be modified by the State Legislature. Vested,terminated employees who are entitled to benefits, but are not receiving them yet, are bound by the provisions in effect at the time they last terminated their public service. When a member is "vested," they have earned enough service credit to receive a lifetime monthly benefit after leaving public service and reaching an eligible retirement age. Members who retire at or over their Social Security full retirement age with at least one year of service qualify for a retirement benefit. 1. GERF Benefits The GERF requires three years of service to vest.Benefits are based on a member's highest average salary for any five successive years of allowable service, age, and years of credit at termination of service. Two methods are used to compute benefits for GERF members. Members hired prior to July 1, 1989, receive the higher of the Step or Level formulas. Only the Level formula is used for members hired after June 30, 1989. Under the Step formula, GERF members receive 1.20 percent of the highest average salary for each of the first 10 years of service, and 1.70 percent for each additional year. Under the Level formula,GERF members receive 1.70 percent of highest average salary for all years of service. For members hired prior to July 1, 1989, a full retirement benefit is available when age plus years of service equal 90, and normal retirement age is 65. Members can receive a reduced retirement benefit as early as age 55 if they have three or more years of service. Early retirement benefits are reduced by 0.25 percent for each month under age 65. Members with 30 or more years of service can retire at any age with a reduction of 0.25 percent for each month the member is younger than age 62. The Level formula allows GERF members to receive a full retirement benefit at age 65 if they were first hired before July 1, 1989 or at age 66 if they were hired on or after July 1, 1989. Early retirement begins at age 55 with an actuarial reduction applied to the benefit. -51- NOTE 9—DEFINED BENEFIT PENSION PLANS—STATE-WIDE(CONTINUED) Benefit increases are provided to benefit recipients each January. The post-retirement increase is equal to 50.00 percent of the cost of living adjustment(COLA)announced by the Social Security Administration,with a minimum increase of at least 1.00 percent and a maximum of 1.50 percent. The 2025 annual increase was 1.25 percent. Recipients that have been receiving the annuity or benefit for at least a full year as of the June 30 before the effective date of the increase, will receive the full increase. Recipients receiving the annuity or benefit for at least one month, but less than a full year as of the June 30 before the effective date of the increase, will receive a prorated increase. 2. PEPFF Benefits Benefits for PEPFF members first hired before July 1,2010,are vested after three years of service. Members hired on or after July 1, 2010, are 50.00 percent vested after five years of service, and 100.00 percent vested after 10 years.After five years,vesting increases by 10.00 percent each full year of service until members are 100.00 percent vested after 10 years. Police and Fire Plan members receive 3.00 percent of highest average salary for all years of service. Police and Fire Plan members receive a full retirement benefit when they are age 55 and vested, or when their age plus their years of service equals 90 or greater if they were first hired before July 1, 1989. Early retirement starts at age 50,and early retirement benefits are reduced by 0.417 percent each month members are younger than age 55. Benefit increases are provided to benefit recipients each January. The post-retirement increase is fixed at 1.00 percent. Recipients that have been receiving the annuity or benefit for at least 36 months as of the June 30 before the effective date of the increase,will receive the full increase. Recipients receiving the annuity or benefit for at least 25 months,but less than 36 months,as of the June 30 before the effective date of the increase,will receive a prorated increase. C. Contributions Minnesota Statutes, Chapter 353 and 356 set the rates for employer and employee contributions. Contribution rates can only be modified by the State Legislature. 1. GERF Contributions General Plan members were required to contribute 6.50 percent of their annual covered salary in fiscal year 2025, and the City was required to contribute 7.50 percent for General Plan members. The City's contributions to the GERF for the year ended December 31, 2025,were $242,732. The City's contributions were equal to the required contributions as set by state statutes. 2. PEPFF Contributions Police and Fire Plan members were required to contribute 11.80 percent of their annual covered salary in fiscal year 2025,and the City was required to contribute 17.70 percent for Police and Fire Plan members. The City's contributions to the PEPFF for the year ended December 31,2025,were $406,384. The City's contributions were equal to the required contributions as set by state statutes. -52- NOTE 9—DEFINED BENEFIT PENSION PLANS—STATE-WIDE(CONTINUED) D. Pension Costs 1. GERF Pension Costs At December 31,2025,the City reported a liability of$1,113,035 for its proportionate share of the GERF's net pension liability. The City's net pension liability reflected a reduction,due to the state of Minnesota's contribution of$16.0 million. The state of Minnesota is considered a nonemployer contributing entity and the state's contribution meets the definition of a special funding situation. The state of Minnesota's proportionate share of the net pension liability associated with the City totaled$26,850. City's proportionate share of the net pension liability $ 1,113,035 State's proportionate share of the net pension liability associated with the City 26,850 Total $ 1,139,885 The net pension liability was measured as of June 30,2025, and the total pension liability used to calculate the net pension liability was determined by an actuarial valuation as of that date. The City's proportion of the net pension liability was based on the City's contributions received by the PERA during the measurement period for employer payroll paid dates from July 1, 2024 through June 30, 2025, relative to the total employer contributions received from all of the PERA's participating employers. The City's proportionate share was 0.0336 percent at the end of the measurement period and 0.0337 percent for the beginning of the period. For the year ended December 31, 2025, the City recognized pension expense of$18,864 for its proportionate share of the GERF's pension expense. In addition,the City recognized an additional negative pension expense of$4,118 (and grant revenue) for its proportionate share of the state of Minnesota's contribution of$16.0 million to the GERF. At December 31, 2025, the City reported deferred outflows of resources and deferred inflows of resources related to pensions from the following sources: Deferred Deferred Outflows Inflows of Resources of Resources Differences between expected and actual economic experience $ 106,048 $ - Changes in actuarial assumptions 26,818 256,105 Net difference between projected and actual earnings on pension plan investments — 442,887 Changes in proportion 10,015 26,233 Employer contributions subsequent to the measurement date 124,335 - Total $ 267,216 $ 725,225 -53- NOTE 9—DEFINED BENEFIT PENSION PLANS—STATE-WIDE(CONTINUED) The $124,335 reported as deferred outflows of resources related to pensions resulting from city contributions subsequent to the measurement date will be recognized as a reduction of the net pension liability in the year ending December 31, 2026. Other amounts reported as deferred outflows and deferred inflows of resources related to pensions will be recognized in pension expense as follows: Pension Year Ending Expense December 31, Amount 2026 $ (142,936) 2027 $ (206,127) 2028 $ (154,168) 2029 $ (79,113) 2. PEPFF Pension Costs At December 31,2025,the City reported a liability of$1,777,089 for its proportionate share of the PEPFF's net pension liability. The net pension liability was measured as of June 30, 2025, and the total pension liability used to calculate the net pension liability was determined by an actuarial valuation as of that date. The City's proportionate share of the net pension liability was based on the City's contributions received by the PERA during the measurement period for employer payroll paid dates from July 1, 2024 through June 30, 2025, relative to the total employer contributions received from all of the PERA's participating employers. The City's proportionate share was 0.1517 percent at the end of the measurement period and 0.1543 percent for the beginning of the period. The state of Minnesota contributed $18.0 million to the PEPFF in the plan fiscal year ended June 30,2025.The contribution consisted of$9.0 million in direct state aid that meets the definition of a special funding situation and $9.0 million in supplemental state aid that does not meet the definition of a special funding situation. The $9.0 million direct state aid was paid on October 1, 2024. The direct state aid payment will increase by $17.7 million, which was paid on October 1, 2025. Thereafter,by October 1 of each year,the state will pay$26.7 million to the Police and Fire Fund until the fund is 110.00 percent funded for a minimum of three consecutive years (on an actuarial value of assets basis). The $9.0 million in supplemental state aid will continue until the fund and the State Patrol Plan (administered by the Minnesota State Retirement System) are 100.00 percent funded for three consecutive years (on an actuarial value of assets basis). The state of Minnesota's proportionate share of the net pension liability associated with the City totaled $61,603. City's proportionate share of the net pension liability $ 1,777,089 State's proportionate share of the net pension liability associated with the City 61,603 Total $ 1,838,692 -54- NOTE 9—DEFINED BENEFIT PENSION PLANS—STATE-WIDE(CONTINUED) For the year ended December 31, 2025, the City recognized pension expense of$318,792 for its proportionate share of the Police and Fire Plan's pension expense. The City recognized$29,806 as grant revenue and pension expense for its proportionate share of the state of Minnesota's pension expense for the contribution of$9.0 million to the PEPFF special funding situation. The state of Minnesota is not included as a nonemployer contributing entity in the Police and Fire Pension Plan pension allocation schedules for the $9.0 million in supplemental state aid because this contribution was not considered to meet the definition of a special funding situation. The City recognized$40,496 for the year ended December 31, 2025, as revenue and an offsetting reduction of net pension liability for its proportionate share of the state of Minnesota's on-behalf contributions to the PEPFF. At December 31, 2025, the City reported deferred outflows of resources and deferred inflows of resources related to pensions from the following sources: Deferred Deferred Outflows Inflows of Resources of Resources Differences between expected and actual economic experience $ 821,072 $ — Changes in actuarial assumptions 1,347,603 2,226,618 Net difference between projected and actual earnings on pension plan investments — 793,140 Changes in proportion 63,039 290,745 Employer contributions subsequent to the measurement date 208,311 — Total $ 2,440,025 $ 3,310,503 The $208,311 reported as deferred outflows of resources related to pensions resulting from city contributions subsequent to the measurement date will be recognized as a reduction of the net pension liability in the year ending December 31, 2026. Other amounts reported as deferred outflows and deferred inflows of resources related to pensions will be recognized in pension expense as follows: Pension Year Ending Expense December 31, Amount 2026 $ 367,129 2027 $ (454,430) 2028 $ (955,664) 2029 $ (74,841) 2029 $ 39,017 -55- NOTE 9—DEFINED BENEFIT PENSION PLANS—STATE-WIDE(CONTINUED) E. Long-Term Expected Return on Investments The Minnesota State Board of Investment, which manages the investments of the PERA, prepares an analysis of the reasonableness on a regular basis of the long-term expected rate of return using a building-block method in which best-estimate ranges of expected future rates of return are developed for each major asset class. These ranges are combined to produce an expected long-term rate of return by weighting the expected future rates of return by the target asset allocation percentages.The target allocation and best-estimates of geometric real rates of return for each major asset class are summarized in the following table: Target Long-Term Expected Asset Class Allocation Real Rate of Return Domestic equity 33.50 % 5.10 % International equity 16.50 5.30 % Fixed income 25.00 0.75 % Private markets 25.00 5.90 % Total 100.00 % F. Actuarial Methods and Assumptions The total pension liability for each of the cost-sharing defined benefit plans was determined by an actuarial valuation as of June 30, 2025, using the entry-age normal actuarial cost method. The long-term rate of return on pension plan investments used in the determination of the total liability is 7.00 percent. This assumption is based on a review of inflation and investments return assumptions from a number of national investment consulting firms.The review provided a range of investment return rates considered reasonable by the actuary.An investment return of 7.00 percent is within that range. Inflation is assumed to be 2.25 percent for the General Employees Plan and the Police and Fire Plan.Benefit increases after retirement are assumed to be 1.50 percent for the General Employees Plan and 1.00 percent for the Police and Fire Plan. Salary growth assumptions in the General Employees Plan range in annual increments from 11.50 percent after one year of service to 3.00 percent after 27 years of service. In the Police and Fire Plan, salary growth assumptions range in annual increments from 10.75 percent after one year of service to 3.00 percent after 23 years of service. Mortality rates for the General Employees Plan are based on the Pub-2010 General Employee Mortality Table. Mortality rates for the Police and Fire Plan are based on the Pub-2010 Public Safety Employee Mortality tables. The tables are adjusted slightly to fit the PERA's experience. Actuarial assumptions for the General Employees Plan are reviewed every four years. The General Employees Plan was last reviewed in 2022.The assumption changes were adopted by the Board and became effective with the July 1, 2023 actuarial valuation. The Police and Fire Plan was reviewed in 2024. The assumption changes were adopted by the Board and became effective with the July 1, 2025 actuarial valuation. -56- NOTE 9—DEFINED BENEFIT PENSION PLANS—STATE-WIDE(CONTINUED) The following changes in actuarial assumptions and plan provisions occurred in 2025: 1. GERF CHANGES IN ACTUARIAL ASSUMPTIONS • The combined service annuity loading factors increased from 15.00 percent to 19.00 percent for vested terminated members and from 3.00 percent to 44.00 percent for nonvested, terminated members. • The assumed post-retirement benefit increase changed from 1.25 percent to 1.50 percent. CHANGES IN PLAN PROVISIONS • The post-retirement benefit increase formula changed to 100.00 percent of the Social Security annual increase, between 1.00 percent and 1.75 percent , beginning January 1, 2026. If the funded ratio (on a market value of assets basis) is less than 85.00 percent for the last two consecutive annual valuations or is less than 80.00 percent in the most recent actuarial valuation, the maximum is reduced to 1.50 percent. Previously, the benefit increase was 50.00 percent of the Social Security annual increase,between 1.00 percent and 1.50 percent. • The 1.00 percent additional employer contribution is eliminated when the plan reaches 98.00 percent funded status (on an actuarial value of assets basis); this contribution was previously scheduled to stop when the plan reached 100.00 percent funded status. 2. PEPFF CHANGES IN ACTUARIAL ASSUMPTIONS • Assumed rates of salary increases were reduced slightly. • Assumed rates of retirement were adjusted,resulting in an overall increase in unreduced(full) retirements and an overall increase in reduced(early)retirements. • Assumed rates of withdrawal were modified;the new rates will increase predicted terminations, especially in the first few years of employment. • Assumed rates of disabled retirement were significantly increased, especially for ages over age 30. • Continued used of Pub-2010 Public Safety Mortality Table with rates adjusted to better fit observed experience. • Percent married assumption for female retirees lowered from 70.00 percent to 65.00 percent. • Minor changes were made to form of payment assumptions for retirees. • Minor changes were made to assumptions made with respect to missing participant data. • The combined service annuity load changed from 33.00 percent to 13.00 percent for vested, terminated members and from 2.00 percent to 38.00 percent for nonvested, terminated members. -57- NOTE 9—DEFINED BENEFIT PENSION PLANS—STATE-WIDE(CONTINUED) CHANGES IN PLAN PROVISIONS • The period of time needed for benefit recipients to receive their first benefit increase was reduced by one year(from 36 months to 24 months for a full increase). • The January 1, 2026 benefit increase changed from 1.00 percent to 3.00 percent; subsequent January 1 increases will be 1.00 percent. • The threshold to end the $9.0 million annual state aid contribution changed from the earlier of July 1,2048 or 90.00 percent funded for both PERA Police&Fire and MSRS State Patrol for three consecutive years to 100.00 percent funded for both PERA Police&Fire and MSRS State Patrol for three consecutive years (on an actuarial value of assets basis). • The threshold to end the additional$9.0 million annual state aid contribution changed from the earlier of July 1, 2048 or 100.00 percent funded for a minimum of three consecutive years to 110.00 percent funded for a minimum of three consecutive years(on an actuarial value of assets basis). • An additional $17.7 million in direct state aid will be paid annually each October 1 beginning October 1,2025 through June 30, 2048. • Joint and survivor actuarial equivalent factors were updated to reflect changes in assumptions. G. Discount Rate The discount rate used to measure the total pension liability in 2025 was 7.00 percent. The projection of cash flows used to determine the discount rate assumed that contributions from plan members and employers will be made at rates set in Minnesota Statutes. Based on these assumptions, the fiduciary net position of the General Employees Fund and the Police and Fire Fund were projected to be available to make all projected future benefit payments of current plan members.Therefore,the long-term expected rate of return on pension plan investments was applied to all periods of projected benefit payments to determine the total pension liability. H. Pension Liability Sensitivity The following table presents the City's proportionate share of the net pension liability(asset) for all plans it participates in, calculated using the discount rate disclosed in the preceding section, as well as what the City's proportionate share of the net pension liability(asset)would be if it were calculated using a discount rate 1.00 percentage point lower or 1.00 percentage point higher than the current discount rate: 1%Decrease in Current 1%Increase in Discount Rate Discount Rate Discount Rate (6.00%) (7.00%) (8.00%) City's proportionate share of the GERF net pension liability(asset) $ 2,703,387 $ 1,113,035 $ (177,099) City's proportionate share of the PEPFF net pension liability(asset) $ 4,656,349 $ 1,777,089 $ (587,238) I. Pension Plan Fiduciary Net Position Detailed information about each pension plan's fiduciary net position is available in a separately-issued PERA financial report that includes financial statements and required supplementary information. That report may be obtained on the internet at www.mnpera.org. -58- NOTE 10—DEFINED CONTRIBUTION PLAN Councilmembers of the City are covered by the Public Employees Defined Contribution Plan(PEDCP), a multiple-employer deferred compensation plan administered by the PERA. The PEDCP is a tax qualified plan under Section 401(a) of the IRC, and all contributions by or on behalf of employees are tax deferred until time of withdrawal. Plan benefits depend solely on amounts contributed to the plan plus investment earnings,less administrative expenses. Minnesota Statutes, Chapters 353D and 356, specifies plan provisions, including the employee and employer contribution rates for those qualified personnel who elect to participate. An eligible elected official who decides to participate contributes 5.00 percent of their salary,which is matched by the elected official's employer. For ambulance service personnel, employer contributions are determined by the employer, and for salaried employees, contributions must be a fixed percentage of salary. Employer contributions for volunteer personnel may be a unit value for each call or period of alert duty. Employees who are paid for their services may elect to make member contributions in an amount not to exceed the employer share. Employer and employee contributions are combined and used to purchase shares in one or more of the seven accounts of the Minnesota Supplemental Investment Fund. For administering the plan, the PERA receives 2.00 percent of employer contributions and 25 hundredths of 1.00 percent(0.25 percent) of the assets in each member's account annually. Total contributions made by the City during fiscal year 2025 were: Required Rate Contribution Amount Percentage of Covered Payroll for Employees Employee Employer Employee Employer and Employers $ 1,526 $ 1,526 5.00% 5.00% 5.00% -59- NOTE 11—OTHER POST-EMPLOYMENT BENEFITS (OPEB)PLAN A. Plan Description The City provides post-employment benefits to certain eligible employees through the City's OPEB Plan, a single-employer defined benefit plan administered by the City. All post-employment benefits are based on contractual agreements with employee groups.These contractual agreements do not include any specific contribution or funding requirements. The Plan does not issue a publicly available financial report.No plan assets are accumulated in a trust that meets the criteria in paragraph 4 of GASB Statement No. 75. B. Benefits Provided All retirees of the City upon retirement have the option under state law to continue their medical insurance coverage through the City from the time retirement until the employee reaches the age of eligibility for Medicare.For members of all employee groups,the retiree must pay the full premium to continue coverage for the medical and dental insurance. Per state statutes, the City is also required to contribute toward the cost of continued health insurance coverage for officers and firefighters disabled or killed in the line of duty. The City is legally required to include any retirees for whom it provides health insurance coverage in the same insurance pool as its active employees until the retiree reaches Medicare eligibility, whether the premiums are paid by the City or the retiree. Consequently,participating retirees are considered to receive a secondary benefit known as an `implicit rate subsidy.' This benefit relates to the assumption that the retiree is receiving a more favorable premium rate than they would otherwise be able to obtain if purchasing insurance on their own, due to being included in the same pool with the City's younger and statistically healthier active employees. C. Contributions The required contribution is based on projected pay-as-you-go financing requirements, with additional amounts to prefund benefits as determined periodically by the City. The City's current year required pay-as-you-go contributions to finance the benefits described in the previous section totaled$134,545. D. Membership Membership in the plan consisted of the following as of the latest actuarial valuation: Retirees and beneficiaries receiving benefits 10 Active plan members 48 Total members 58 E. Total OPEB Liability of the City The City's total OPEB liability of$1,518,523 as of year-end was measured as of January 1, 2025 and was determined by an actuarial valuation as of January 1,2024. -60- NOTE 11—OTHER POST-EMPLOYMENT BENEFITS (OPEB)PLAN(CONTINUED) F. Actuarial Methods and Assumptions The total OPEB liability was determined using the following actuarial assumptions, applied to all periods included in the measurement,unless otherwise specified: Discount rate 4.20% 20-year municipal bond yield 4.20% Inflation rate 2.50% Healthcare cost trend rate 6.25%,grading to 5.00%over 5 years and then to 4.00%over the next 48 years The actuarial assumptions used in the latest valuation were based on those used to value pension liabilities for Minnesota city employees. The state pension plans base their assumptions on periodic experience studies. Economic assumptions are based on input from a variety of published sources of historical and projected future financial data. Each assumption was reviewed for reasonableness with the source information, as well as for consistency with the other economic assumptions. Since the plan is not funded by an irrevocable trust,the discount rate is equal to the 20-year municipal bond yield rate of 4.20 percent,which was set by considering published rate information for 20-year high-quality, tax-exempt, general obligation municipal bonds as of the measurement date. Mortality rates were based on the Pub-2010 Public Retirement Plans General Headcount-Weighted Mortality Tables with MP-2021 Generational Improvement Scale. G. Changes in the Total OPEB Liability Total OPEB Liability Total OPEB liability—beginning balance $ 1,592,510 Service cost 39,438 Interest 58,104 Changes in actuarial assumptions (47,238) Benefit payments (124,291) Total net changes (73,987) Total OPEB liability—ending balance $ 1,518,523 Assumption changes since the prior measurement date include the following: • The discount rate was changed from 3.70 percent to 4.20 percent. -61- NOTE 11—OTHER POST-EMPLOYMENT BENEFITS (OPEB)PLAN(CONTINUED) H. Total OPEB Liability Sensitivity to Discount and Healthcare Cost Trend Rate Changes The following presents the total OPEB liability of the City, as well as what the City's total OPEB liability would be if it were calculated using a discount rate that is 1 percentage point lower or 1 percentage point higher than the current discount rate: 1%Decrease in Current 1%Increase in Discount Rate Discount Rate Discount Rate OPEB discount rate 3.20% 4.20% 5.20% Total OPEB liability $ 1,622,617 $ 1,518,523 $ 1,423,004 The following presents the total OPEB liability of the City, as well as what the City's total OPEB liability would be if it were calculated using healthcare cost trend rates that are 1 percentage point lower or 1 percentage point higher than the current healthcare cost trend rates: 1%Decrease in Current 1%Increase in Healthcare Cost Healthcare Cost Healthcare Cost Trend Rate Trend Rate Trend Rate OPEB healthcare cost trend rate 5.25%grading to 4.00%over 6.25%grading to 5.00%over 7.25%grading to 6.00%over 5 years,then to 3.00% 5 years,then to 4.00% 5 years,then to 5.00% over the next 48 years over the next 48 years over the next 48 years Total OPEB liability $ 1,393,710 $ 1,518,523 $ 1,661,695 I. OPEB Expense and Related Deferred Outflows of Resources and Deferred Inflows of Resources For the current year ended, the City recognized OPEB expense of $189,053. As of year-end, the City reported deferred outflows of resources and deferred inflows of resources related to OPEB from the following sources: Deferred Deferred Outflows Inflows of Resources of Resources Differences between expected and actual economic experience $ 701,036 $ — Changes in actuarial assumptions 45,466 132,098 Employer contributions subsequent to the measurement date 134,545 — Total $ 881,047 $ 132,098 A total of $134,545 reported as deferred outflows of resources related to OPEB resulting from city contributions subsequent to the measurement date will be recognized as a reduction of the total OPEB liability in the year ending December 31, 2026. Other amounts reported as deferred outflows and inflows of resources related to the plan will be recognized in pension expense as follows: Pension Year Ending Expense December 31, Amount 2026 $ 91,511 2027 $ 91,511 2028 $ 91,511 2029 $ 91,511 2030 $ 91,511 Thereafter $ 156,849 -62- NOTE 12—FLEXIBLE BENEFITS PLAN The City has a flexible benefit plan that is classified as a"cafeteria plan"(the Plan)under § 125 of the IRC. All full-time employees of the City are eligible. Eligible employees can elect to participate by contributing pretax dollars withheld from payroll checks to the Plan for health and dental insurance, medical expenses, and dependent care benefits. Payments are made from the plan to participating employees upon submitting a request for reimbursement of eligible expenses actually incurred by the participant. Before the beginning of the Plan year,which is from January 1 to December 31,each participant designates a total amount of pretax dollars to be contributed to the Plan during the year. At December 31, the City is contingently liable for claims against the total amount of participant's annual contributions to the Plan, whether or not such contributions have been made. An independent contractor serves as trustee and handles all plan record keeping. Employee contributions are included as personal services expenditures in the funds the employee is charged to. All property of the Plan and income attributable to that property is solely the property of the City subject to the claims of the City's general creditors. Participants'rights under the Plan are equal to those of general creditors of the City in an amount equal to the eligible healthcare and dependent care expenses incurred by the participants.The City believes that it is unlikely that it will use the assets to satisfy the claims of general creditors in the future. NOTE 13—TAX ABATEMENT AGREEMENTS The City, in order to spur economic development and redevelopment will enter into private development and redevelopment agreements to encourage a developer to construct, expand, or improve new or existing properties and buildings or clean-up and redevelop blighted areas. These agreements may in substance be a tax abatement but will depend on their individual circumstances. The City currently has three agreements that would be considered a tax abatement under GASB Statement No. 77. In 2022, the City entered into a development agreement with the Villas of Mounds View to construct an affordable rental building option for individuals 55 years and older. The City will abate 90 percent of the incremental taxes received, up to $1,770,000, through execution of a tax increment revenue note to be retired over the life of the district with district statutory decertification to occur in 2049 or sooner if the revenue note is retired. In 2018, the City entered into a development agreement with Boulevard Apartments, Limited Partnership to construct a 60-unit workforce rental building. This site was previously two parcels of tax forfeited land and two residential parcels. The City will abate $546,000 of the incremental taxes received through the execution of a tax increment revenue note to be retired over 25 years or sooner. In 2005,the City entered into a development agreement with Medtronic, Inc.to purchase land held by the City and construct a corporate campus on the site. The site was previously a golf course owned by the City. The City used an economic development vehicle known as tax increment financing whereby tax increment revenue is generated on the incremental increase in value above a base value established on the date that the tax increment district is created.The City will abate 95 percent of the incremental taxes received through execution of a tax increment revenue note to be retired over the life of the district with district statutory decertification to occur in 2033 or sooner if the revenue note is retired. -63- NOTE 13—TAX ABATEMENT AGREEMENTS (CONTINUED) The City is authorized to create a tax increment financing plan under Minnesota Statutes Chapter 469.175. The criteria that must be met under the statute are that,in the opinion of the municipality: • The proposed development or redevelopment would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future. • The increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the district permitted by the plan. The requirements of this item do not apply if the district is a housing district. • The tax increment financing plan conforms to the general plan for the development or redevelopment of the municipality as a whole. • The tax increment financing plan will afford maximum opportunity, consistent with the sound needs of the municipality as a whole, for the development or redevelopment of the project by private enterprise. The developer (Villas of Mounds View) agreed to a number of restrictive covenants related to income restrictions for residents of the rental building and is required to submit a report on compliance annually. The developer is in compliance. The City rebated $60,485 to retire the revenue note in 2025. The outstanding balance on the note at year-end was approximately$1,770,000. The developer(Boulevard Apartments, LP) agreed to a number of restrictive covenants related to income limitations for residents of the rental building and is required to submit a report on compliance annually by January 31. The developer is in compliance. The City rebated $25,273 to retire the revenue note in 2025. The outstanding balance on the note at year-end was approximately$392,539. The developer(Medtronic,Inc.)agreed to the material requirements to construct a minimum of 1.2 million square feet of office and laboratory space and employ a minimum of 1,500 employees at an average of $34 per hour within two years of completion of the corporate campus and cause the continuous operation of the facility for five years after issuance of a certificate of occupancy. The developer has complied with all the requirements. The City rebated $1,804,312 to retire the revenue note in 2025. The outstanding balance on the note at year-end was approximately$14,218,355. The amount outstanding on these abatement notes are not included in long-term debt because the nature of the note in that repayment is required only if sufficient tax increments are received. The City's position is that these are obligations to assign future and uncertain revenue sources and, as such, is not actual debt in substance. -64- NOTE 14—COMMITMENTS AND CONTINGENCIES A. Federal and State Revenues Amounts received or receivable from federal and state agencies are subject to agency audit and adjustment. Any disallowed claims, including amounts already collected, may constitute a liability of the applicable funds.The amount,if any,of claims which may be disallowed by the grantor agencies cannot be determined at this time, although the City expects such amounts,if any,to be immaterial. B. Legal Claims The City has the usual and customary type of miscellaneous legal claims pending at year-end.Although the outcome of these lawsuits is not presently determinable,the City's management believes that the City will not incur any material monetary loss resulting from these claims. No loss has been recorded on the City's financial statements relating to these claims. C. Tax Increment Districts The City's tax increment districts are subject to review by the Minnesota Office of the State Auditor. Any disallowed claims or misuse of tax increments could become a liability of the applicable fund.Management has indicated that they are not aware of any instances of noncompliance which would have a material effect on the financial statements. -65- THIS PAGE INTENTIONALLY LEFT BLANK REQUIRED SUPPLEMENTARY INFORMATION THIS PAGE LEFT BLANK INTENTIONALLY CITY OF MOUNDS VIEW PERA—General Employees Retirement Fund Schedule of City's and Nonemployer Proportionate Share of Net Pension Liability Year Ended December 31,2025 Proportionate Share of the City's Net Pension Proportionate Liability and City's Share of the the City's Proportionate Plan Fiduciary State of Share of the Share of the Net Position City's City's Minnesota's State of Net Pension as a PERA Fiscal Proportion Proportionate Proportionate Minnesota's Liability as a Percentage Year-End Date of the Net Share of the Share of the Share of the City's Percentage of of the Total City Fiscal (Measurement Pension Net Pension Net Pension Net Pension Covered Covered Pension Year-End Date Date) Liability Liability Liability Liability Payroll Payroll Liability 12/31/2016 06/30/2016 0.0320% $ 2,598,241 $ 33,915 $ 2,632,156 $ 1,985,281 130.88% 68.9% 12/31/2017 06/30/2017 0.0302% $ 1,927,948 $ 24,234 $ 1,952,182 $ 1,944,862 99.13% 75.9% 12/31/2018 06/30/2018 0.0267% $ 1,481,207 $ 48,629 $ 1,529,836 $ 1,794,854 82.53% 79.5% 12/31/2019 06/30/2019 0.0289% $ 1,597,817 $ 49,665 $ 1,647,482 $ 2,045,469 78.11% 80.2% 12/31/2020 06/30/2020 0.0279% $ 1,672,732 $ 51,652 $ 1,724,384 $ 1,989,399 84.08% 79.1% 12/31/2021 06/30/2021 0.0307% $ 1,311,028 $ 40,115 $ 1,351,143 $ 2,208,105 59.37% 87.0% 12/31/2022 06/30/2022 0.0348% $ 2,756,171 $ 80,757 $ 2,836,928 $ 2,605,367 105.79% 76.7% 12/31/2023 06/30/2023 0.0334% $ 1,867,690 $ 51,455 $ 1,919,145 $ 2,653,639 70.38% 83.1% 12/31/2024 06/30/2024 0.0337% $ 1,245,596 $ 32,209 $ 1,277,805 $ 2,851,605 43.68% 89.1% 12/31/2025 06/30/2025 0.0336% $ 1,113,035 $ 26,850 $ 1,139,885 $ 3,041,742 36.59% 90.8% PERA—General Employees Retirement Fund Schedule of City Contributions Year Ended December 31,2025 Contributions Contributions in Relation to as a Statutorily the Statutorily Contribution Percentage City Fiscal Required Required Deficiency Covered of Covered Year-End Date Contributions Contributions (Excess) Payroll Payroll 12/31/2016 $ 147,699 $ 147,699 $ — $ 1,969,324 7.50% 12/31/2017 $ 139,833 $ 139,833 $ — $ 1,864,442 7.50% 12/31/2018 $ 142,769 $ 142,769 $ — $ 1,903,591 7.50% 12/31/2019 $ 152,838 $ 152,838 $ — $ 2,037,843 7.50% 12/31/2020 $ 160,346 $ 160,346 $ — $ 2,137,943 7.50% 12/31/2021 $ 179,261 $ 179,261 $ — $ 2,390,141 7.50% 12/31/2022 $ 194,901 $ 194,901 $ — $ 2,598,681 7.50% 12/31/2023 $ 205,124 $ 205,124 $ — $ 2,734,980 7.50% 12/31/2024 $ 219,028 $ 219,028 $ — $ 2,920,375 7.50% 12/31/2025 $ 242,732 $ 242,732 $ — $ 3,236,255 7.50% -66- CITY OF MOUNDS VIEW PERA—Public Employees Police and Fire Fund Schedule of City's and Nonemployer Proportionate Share of Net Pension Liability Year Ended December 31,2025 Proportionate Share of the City's Net Pension Proportionate Liability and City's Share of the the City's Proportionate Plan Fiduciary State of Share of the Share of the Net Position City's City's Minnesota's State of Net Pension as a PERA Fiscal Proportion Proportionate Proportionate Minnesota's Liability as a Percentage Year-End Date of the Net Share of the Share of the Share of the City's Percentage of of the Total City Fiscal (Measurement Pension Net Pension Net Pension Net Pension Covered Covered Pension Year-End Date Date) Liability Liability Liability Liability Payroll Payroll Liability 12/31/2016 06/30/2016 0.1590% $ 6,380,947 $ — $ 6,380,947 $ 1,533,300 416.16% 63.9% 12/31/2017 06/30/2017 0.1510% $ 2,038,680 $ — $ 2,038,680 $ 1,545,377 131.92% 85.4% 12/31/2018 06/30/2018 0.1565% $ 1,668,130 $ — $ 1,668,130 $ 1,694,461 98.45% 88.8% 12/31/2019 06/30/2019 0.1727% $ 1,838,567 $ — $ 1,838,567 $ 1,819,880 101.03% 89.3% 12/31/2020 06/30/2020 0.1693% $ 2,231,556 $ 52,575 $ 2,284,131 $ 1,911,207 116.76% 87.2% 12/31/2021 06/30/2021 0.1731% $ 1,336,148 $ 60,075 $ 1,396,223 $ 2,046,371 65.29% 93.7% 12/31/2022 06/30/2022 0.1846% $ 8,033,063 $ 350,994 $ 8,384,057 $ 2,226,856 360.74% 70.5% 12/31/2023 06/30/2023 0.1606% $ 2,773,354 $ 111,733 $ 2,885,087 $ 2,125,096 130.50% 86.5% 12/31/2024 06/30/2024 0.1543% $ 2,029,869 $ 77,378 $ 2,107,247 $ 2,136,530 95.01% 90.2% 12/31/2025 06/30/2025 0.1517% $ 1,777,089 $ 61,603 $ 1,838,692 $ 2,301,888 77.20% 91.8% PERA—Public Employees Police and Fire Fund Schedule of City Contributions Year Ended December 31,2025 Contributions Contributions in Relation to as a Statutorily the Statutorily Contribution Percentage City Fiscal Required Required Deficiency Covered of Covered Year-End Date Contributions Contributions (Excess) Payroll Payroll 12/31/2016 $ 246,897 $ 246,897 $ — $ 1,524,057 16.20% 12/31/2017 $ 258,079 $ 258,079 $ — $ 1,593,084 16.20% 12/31/2018 $ 279,204 $ 279,204 $ — $ 1,723,481 16.20% 12/31/2019 $ 322,054 $ 322,054 $ — $ 1,900,022 16.95% 12/31/2020 $ 358,581 $ 358,581 $ — $ 2,025,880 17.70% 12/31/2021 $ 375,790 $ 375,790 $ — $ 2,123,108 17.70% 12/31/2022 $ 381,542 $ 381,542 $ — $ 2,155,605 17.70% 12/31/2023 $ 369,861 $ 369,861 $ — $ 2,089,607 17.70% 12/31/2024 $ 402,743 $ 402,743 $ — $ 2,275,386 17.70% 12/31/2025 $ 406,384 $ 406,384 $ — $ 2,295,956 17.70% -67- CITY OF MOUNDS VIEW Other Post-Employment Benefits Plan Schedule of Changes in the City's Total OPEB Liability and Related Ratios Year Ended December 31,2025 City fiscal year-end,December 31, 2022 2023 2024 2025 Measurement date,December 31, 2021 2022 2023 2024 Total OPEB liability Prior year service cost and other adjustments $ 719,556 $ — $ — $ — Service cost 60,796 43,933 41,757 39,438 Interest 15,099 15,138 36,886 58,104 Differences between expected and actual experience — 323,476 624,068 — Changes in actuarial assumptions — (135,166) 58,458 (47,238) Benefit payments (50,951) (63,392) (97,148) (124,291) Net change in total OPEB liability 744,500 183,989 664,021 (73,987) Total OPEB liability—beginning balance — 744,500 928,489 1,592,510 Total OPEB liability—ending balance $ 744,500 $ 928,489 $ 1,592,510 $ 1,518,523 Covered-employee payroll $ 4,538,061 $4,565,968 $4,525,477 $4,661,241 Total OPEB liability as a percentage of covered-employee payroll 16.41% 20.33% 35.19% 32.58% Note 1: The City has not established a trust fund to finance GASB Statement No. 75-related benefits. Note 2: The City's obligation for other post-employment benefits was immaterial prior to 2022,with their ability to utilize age adjusted premiums. The City was required to utilize community rated blended premiums in fiscal 2022, requiring the implementation of GASB Statement No. 75. This schedule is intended to present 10-year trend information.Additional years will be added as they become available. -68- CITY OF MOUNDS VIEW Notes to Required Supplementary Information December 31,2025 PERA—GENERAL EMPLOYEES RETIREMENT FUND 2025 CHANGES IN ACTUARIAL ASSUMPTIONS • The combined service annuity loading factors increased from 15.00 percent to 19.00 percent for vested terminated members and from 3.00 percent to 44.00 percent for nonvested, terminated members. • The assumed post-retirement benefit increase changed from 1.25 percent to 1.50 percent. 2025 CHANGES IN PLAN PROVISIONS • The post-retirement benefit increase formula changed to 100.00 percent of the Social Security annual increase, between 1.00 percent and 1.75 percent , beginning January 1, 2026. If the funded ratio (on a market value of assets basis) is less than 85.00 percent for the last two consecutive annual valuations or is less than 80.00 percent in the most recent actuarial valuation, the maximum is reduced to 1.50 percent. Previously, the benefit increase was 50.00 percent of the Social Security annual increase,between 1.00 percent and 1.50 percent. • The 1.00 percent additional employer contribution is eliminated when the plan reaches 98.00 percent funded status (on an actuarial value of assets basis); this contribution was previously scheduled to stop when the plan reached 100.00 percent funded status. 2024 CHANGES IN ACTUARIAL ASSUMPTIONS • Rates of merit and seniority were adjusted,resulting in slightly higher rates. • Assumed rates of retirement were adjusted as follows: increase the rate of assumed unreduced retirements, slight adjustments to Rule of 90 retirement rates, and slight adjustments to early retirement rates for Tier 1 and Tier 2 members. • Minor increase in assumed withdrawals for males and females. • Lower rates of disability. • Continued use of Pub-2010 General Mortality Table, with slight rate adjustments as recommended in the most recent experience study. • Minor changes to form of payment assumptions for male and female retirees. • Minor changes to assumptions made with respect to missing participant data. 2024 CHANGES IN PLAN PROVISIONS • The workers' compensation offset for disability benefits was eliminated. The actuarial equivalent factors were updated to reflect the changes in assumptions. 2023 CHANGES IN ACTUARIAL ASSUMPTIONS • The investment return assumption and single discount rate were changed from 6.50 percent to 7.00 percent. 2023 CHANGES IN PLAN PROVISIONS • An additional one-time direct state aid contribution of$170.1 million will be contributed to the Plan on October 1,2023. • The vesting period of those hired after June 30,2010,was changed from five years of allowable service to three years of allowable service. • The benefit increase delay for early retirements on or after January 1,2024,was eliminated. • A one-time, noncompounding benefit increase of 2.50 percent minus the actual 2024 adjustment will be payable in a lump sum for calendar year 2024 by March 31,2024. -69- PERA—GENERAL EMPLOYEES RETIREMENT FUND(CONTINUED) 2022 CHANGES IN ACTUARIAL ASSUMPTIONS • The mortality improvement scale was changed from Scale MP-2020 to Scale MP-2021. 2021 CHANGES IN ACTUARIAL ASSUMPTIONS • The investment return and single discount rates were changed from 7.50 percent to 6.50 percent, for financial reporting purposes. • The mortality improvement scale was changed from Scale MP-2019 to Scale MP-2020. 2020 CHANGES IN ACTUARIAL ASSUMPTIONS • The price inflation assumption was decreased from 2.50 percent to 2.25 percent. • The payroll growth assumption was decreased from 3.25 percent to 3.00 percent. • Assumed salary increase rates were changed as recommended in the June 30,2019 experience study. The net effect is assumed rates that average 0.25 percent less than previous rates. • Assumed rates of retirement were changed as recommended in the June 30, 2019 experience study.The changes result in more unreduced(normal)retirements and slightly fewer Rule of 90 and early retirements. • Assumed rates of termination were changed as recommended in the June 30, 2019 experience study. The new rates are based on service and are generally lower than the previous rates for years two through five, and slightly higher thereafter. • Assumed rates of disability were changed as recommended in the June 30, 2019 experience study. The change results in fewer predicted disability retirements for males and females. • The base mortality table for healthy annuitants and employees was changed from the RP-2014 Table to the Pub-2010 General Mortality Table,with adjustments. The base mortality table for disabled annuitants was changed from the RP-2014 Disabled Annuitant Mortality Table to the Pub-2010 General/Teacher Disabled Annuitant Mortality Table,with adjustments. • The mortality improvement scale was changed from MP-2018 to MP-2019. • The assumed spouse age difference was changed from two years older for females to one year older. • The assumed number of married male new retirees electing the 100.00 percent joint and survivor option changed from 35.00 percent to 45.00 percent. The assumed number of married female new retirees electing the 100.00 percent joint and survivor option changed from 15.00 percent to 30.00 percent. The corresponding number of married new retirees electing the life annuity option was adjusted accordingly. 2020 CHANGES IN PLAN PROVISIONS • Augmentation for current privatized members was reduced to 2.00 percent for the period July 1,2020 through December 31, 2023, and zero percent thereafter. Augmentation was eliminated for privatizations occurring after June 30,2020. 2019 CHANGES IN ACTUARIAL ASSUMPTIONS • The mortality projection scale was changed from MP-2017 to MP-2018. 2019 CHANGES IN PLAN PROVISIONS • The employer supplemental contribution was changed prospectively, decreasing from $31.0 million to $21.0 million per year. The state's special funding contribution was changed prospectively,requiring$16.0 million due per year through 2031. -70- PERA-GENERAL EMPLOYEES RETIREMENT FUND(CONTINUED) 2018 CHANGES IN ACTUARIAL ASSUMPTIONS • The mortality projection scale was changed from MP-2015 to MP-2017. • The assumed benefit increase was changed from 1.00 percent per year through 2044, and 2.50 percent per year thereafter,to 1.25 percent per year. 2018 CHANGES IN PLAN PROVISIONS • The augmentation adjustment in early retirement factors is eliminated over a five-year period starting July 1, 2019,resulting in actuarial equivalence after June 30,2024. • Interest credited on member contributions decreased from 4.00 percent to 3.00 percent, beginning July 1, 2018. • Deferred augmentation was changed to zero percent, effective January 1,2019. Augmentation that has already accrued for deferred members will still apply. • Contribution stabilizer provisions were repealed. • Post-retirement benefit increases were changed from 1.00 percent per year with a provision to increase to 2.50 percent upon attainment of 90.00 percent funding ratio to 50.00 percent of the Social Security Cost of Living Adjustment, not less than 1.00 percent and not more than 1.50 percent,beginning January 1,2019. • For retirements on or after January 1,2024,the first benefit increase is delayed until the retiree reaches normal retirement age; does not apply to Rule of 90 retirees, disability benefit recipients, or survivors. • Actuarial equivalent factors were updated to reflect revised mortality and interest assumptions. 2017 CHANGES IN ACTUARIAL ASSUMPTIONS • The Combined Service Annuity (CSA) loads were changed from 0.80 percent for active members and 60.00 percent for vested and nonvested deferred members. The revised CSA loads are now zero percent for active member liability, 15.00 percent for vested deferred member liability, and 3.00 percent for nonvested deferred member liability. • The assumed post-retirement benefit increase rate was changed from 1.00 percent per year for all years,to 1.00 percent per year through 2044,and 2.50 percent per year thereafter. 2017 CHANGES IN PLAN PROVISIONS • The state's contribution for the Minneapolis Employees Retirement Fund equals$16.0 million in 2017 and 2018,and$6.0 million thereafter. • The Employer Supplemental Contribution for the Minneapolis Employees Retirement Fund changed from $21.0 million to $31.0 million in calendar years 2019 to 2031. The state's contribution changed from$16.0 million to $6.0 million in calendar years 2019 to 2031. 2016 CHANGES IN ACTUARIAL ASSUMPTIONS • The assumed post-retirement benefit increase rate was changed from 1.00 percent per year through 2035,and 2.50 percent per year thereafter,to 1.00 percent per year for all years. • The assumed investment return was changed from 7.90 percent to 7.50 percent. The single discount rate changed from 7.90 percent to 7.50 percent. • Other assumptions were changed pursuant to the experience study June 30,2015. The assumed future salary increases, payroll growth, and inflation were decreased by 0.25 percent to 3.25 percent for payroll growth, and 2.50 percent for inflation. -71- PERA—PUBLIC EMPLOYEES POLICE AND FIRE FUND 2025 CHANGES IN ACTUARIAL ASSUMPTIONS • Assumed rates of salary increases were reduced slightly. • Assumed rates of retirement were adjusted,resulting in an overall increase in unreduced(full) retirements and an overall increase in reduced(early)retirements. • Assumed rates of withdrawal were modified;the new rates will increase predicted terminations, especially in the first few years of employment. • Assumed rates of disabled retirement were significantly increased, especially for ages over age 30. • Continued used of Pub-2010 Public Safety Mortality Table with rates adjusted to better fit observed experience. • Percent married assumption for female retirees lowered from 70.00 percent to 65.00 percent. • Minor changes were made to form of payment assumptions for retirees. • Minor changes were made to assumptions made with respect to missing participant data. • The combined service annuity load changed from 33.00 percent to 13.00 percent for vested, terminated members and from 2.00 percent to 38.00 percent for nonvested, terminated members. 2025 CHANGES IN PLAN PROVISIONS • The period of time needed for benefit recipients to receive their first benefit increase was reduced by one year(from 36 months to 24 months for a full increase). • The January 1, 2026 benefit increase changed from 1.00 percent to 3.00 percent; subsequent January 1 increases will be 1.00 percent. • The threshold to end the $9.0 million annual state aid contribution changed from the earlier of July 1,2048, or 90.00 percent funded for both PERA Police&Fire and MSRS State Patrol for three consecutive years to 100.00 percent funded for both PERA Police&Fire and MSRS State Patrol for three consecutive years (on an actuarial value of assets basis). • The threshold to end the additional$9.0 million annual state aid contribution changed from the earlier of July 1,2048, or 100.00 percent funded for a minimum of three consecutive years to 110.00 percent funded for a minimum of three consecutive years(on an actuarial value of assets basis). • An additional $17.7 million in direct state aid will be paid annually each October 1 beginning October 1,2025 through June 30, 2048. • Joint and survivor actuarial equivalent factors were updated to reflect changes in assumptions. 2024 CHANGES IN PLAN PROVISIONS • The state contribution of$9.0 million per year will continue until the earlier of 1) both the Police and Fire Plan and the State Patrol Retirement Fund attain 90.00 percent funded status for three consecutive years (on an actuarial value of assets basis) or 2) July 1, 2048. The contribution was previously due to expire after attaining a 90.00 percent funded status for one year. • The additional $9.0 million contribution will continue until the Police and Fire Plan is fully funded for a minimum of three consecutive years on an actuarial value of assets basis,or July 1, 2048,whichever is earlier. This contribution was previously due to expire upon attainment of fully funded status on an actuarial value of assets basis for one year(or July 1,2048 if earlier). 2023 CHANGES IN ACTUARIAL ASSUMPTIONS • The investment return assumption was changed from 6.50 percent to 7.00 percent. • The single discount rate changed from 5.40 percent to 7.00 percent. -72- PERA—PUBLIC EMPLOYEES POLICE AND FIRE FUND(CONTINUED) 2023 CHANGES IN PLAN PROVISIONS • Additional one-time direct state aid contribution of$19.4 million will be contributed to the Plan on October 1,2023. • Vesting requirement for new hires after June 30, 2014, was changed from a graded 20-year vesting schedule to a graded 10-year vesting schedule, with 50.00 percent vesting after five years, increasing incrementally to 100.00 percent after 10 years. • A one-time, noncompounding benefit increase of 3.00 percent will be payable in a lump sum for calendar year 2024 by March 31,2024. • Psychological treatment is required effective July 1,2023,prior to approval for a duty disability benefit for a psychological condition relating to the member's occupation. • The total and permanent duty disability benefit was increased, effective July 1, 2023. 2022 CHANGES IN ACTUARIAL ASSUMPTIONS • The mortality improvement scale was changed from Scale MP-2020 to Scale MP-2021. • This single discount rate changed from 6.50 percent to 5.40 percent. 2021 CHANGES IN ACTUARIAL ASSUMPTIONS • The investment return and single discount rates were changed from 7.50 percent to 6.50 percent, for financial reporting purposes. • The inflation assumption was changed from 2.50 percent to 2.25 percent. • The payroll growth assumption was changed from 3.25 percent to 3.00 percent. • The base mortality table for healthy annuitants and employees was changed from the RP-2014 Table to the Pub-2010 Public Safety Mortality Table. The mortality improvement scale was changed from MP-2019 to MP-2020. • The base mortality table for disabled annuitants was changed from the RP-2014 Healthy Annuitant Mortality Table (with future mortality improvement according to Scale MP-2019) to the Pub-2010 Public Safety Disabled Annuitant Mortality Table (with future mortality improvement according to Scale MP-2020). • Assumed rates of salary increase were modified as recommended in the July 14, 2020 experience study. The overall impact is a decrease in gross salary increase rates. • Assumed rates of retirement were changed as recommended in the July 14, 2020 experience study. The changes result in slightly more unreduced retirements and fewer assumed early retirements. • Assumed rates of withdrawal were changed from select and ultimate rates to service-based rates. The changes result in more assumed terminations. • Assumed rates of disability were increased for ages 25-44 and decreased for ages over 49. Overall,proposed rates result in more projected disabilities. • Assumed percent married for active female members was changed from 60.00 percent to 70.00 percent. Minor changes to form of payment assumptions were applied. 2020 CHANGES IN ACTUARIAL ASSUMPTIONS • The mortality projection scale was changed from MP-2018 to MP-2019. 2019 CHANGES IN ACTUARIAL ASSUMPTIONS • The mortality projection scale was changed from MP-2017 to MP-2018. -73- PERA-PUBLIC EMPLOYEES POLICE AND FIRE FUND (CONTINUED) 2018 CHANGES IN ACTUARIAL ASSUMPTIONS • The mortality projection scale was changed from MP-2016 to MP-2017. 2018 CHANGES IN PLAN PROVISIONS • Post-retirement benefit increases were changed to 1.00 percent for all years,with no trigger. • An end date of July 1,2048 was added to the existing$9.0 million state contribution. • New annual state aid will equal $4.5 million in fiscal years 2019 and 2020, and $9.0 million thereafter,until the plan reaches 100.00 percent funding, or July 1, 2048, if earlier. • Member contributions were changed from 10.80 percent to 11.30 percent of pay, effective January 1,2019, and 11.80 percent of pay, effective January 1,2020. • Employer contributions were changed from 16.20 percent to 16.95 percent of pay, effective January 1,2019, and 17.70 percent of pay, effective January 1,2020. • Interest credited on member contributions decreased from 4.00 percent to 3.00 percent, beginning July 1, 2018. • Deferred augmentation was changed to zero percent, effective January 1,2019. Augmentation that has already accrued for deferred members will still apply. • Actuarial equivalent factors were updated to reflect revised mortality and interest assumptions. 2017 CHANGES IN ACTUARIAL ASSUMPTIONS • Assumed salary increases were changed as recommended in the June 30, 2016 experience study. The net effect is proposed rates that average 0.34 percent lower than the previous rates. • Assumed rates of retirement were changed,resulting in fewer retirements. • The CSA load was 30.00 percent for vested and nonvested deferred members. The CSA has been changed to 33.00 percent for vested members, and 2.00 percent for nonvested members. • The base mortality table for healthy annuitants was changed from the RP-2000 Fully Generational Table to the RP-2014 Fully Generational Table (with a base year of 2006), with male rates adjusted by a factor of 0.96. The mortality improvement scale was changed from Scale AA to Scale MP-2016. The base mortality table for disabled annuitants was changed from the RP-2000 Disabled Mortality Table to the mortality tables assumed for healthy retirees. • Assumed termination rates were decreased to 3.00 percent for the first three years of service. Rates beyond the select period of three years were adjusted, resulting in more expected terminations overall. • Assumed percentage of married female members was decreased from 65.00 percent to 60.00 percent. • Assumed age difference was changed from separate assumptions for male members (wives assumed to be three years younger) and female members (husbands assumed to be four years older)to the assumption that males are two years older than females. • The assumed percentage of female members electing joint and survivor annuities was increased. • The assumed post-retirement benefit increase rate was changed from 1.00 percent for all years, to 1.00 percent per year through 2064,and 2.50 percent thereafter. • The single discount rate was changed from 5.60 percent per annum to 7.50 percent per annum. 2016 CHANGES IN ACTUARIAL ASSUMPTIONS • The assumed post-retirement benefit increase rate was changed from 1.00 percent per year through 2037,and 2.50 percent per year thereafter,to 1.00 percent per year for all future years. • The assumed investment return was changed from 7.90 percent to 7.50 percent. • The single discount rate changed from 7.90 percent to 5.60 percent. • The assumed future salary increases, payroll growth, and inflation were decreased by 0.25 percent to 3.25 percent for payroll growth, and 2.50 percent for inflation. -74- OTHER POST-EMPLOYMENT BENEFITS PLAN 2025 CHANGES IN ACTUARIAL ASSUMPTIONS • The discount rate was changed from 3.70 percent to 4.20 percent. 2024 CHANGES IN ACTUARIAL ASSUMPTIONS • The healthcare trend rates were changed to better anticipate short-term and long-term medical increases. • The discount rate was changed from 4.00 percent to 3.70 percent. 2023 CHANGES IN ACTUARIAL ASSUMPTIONS • The discount rate was changed from 2.00 percent to 4.00 percent. • The inflation rate was changed from 2.00 percent to 2.50 percent. 2022 CHANGES • The City's obligation for other post-employment benefits was immaterial prior to 2022, with their ability to utilize age adjusted premiums.The City was required to utilize community rated blended premiums in fiscal 2022,requiring the implementation of GASB Statement No. 75. -75- THIS PAGE INTENTIONALLY LEFT BLANK SUPPLEMENTARY INFORMATION THIS PAGE INTENTIONALLY LEFT BLANK NONMAJOR GOVERNMENTAL FUNDS The statements that follow are to provide further detail and support additional analysis for the City's nonmajor special revenue,debt service,and capital projects funds. SPECIAL REVENUE FUNDS Nonmajor special revenue funds are used to account for specific revenue sources that are restricted or committed to expenditures for specified purposes. Nonmajor special revenue funds presently established are as follows: Cable Television Fund—This fund accounts for franchise taxes for services provided over the cable system and is restricted by the franchise agreement to the operation of the North Suburban Cable Commission and to local public service broadcasting. Police Forfeiture Fund — This fund accounts for usage of funds acquired under federal and state Forfeiture/Equitable Sharing Program. Local Affordable Housing Aid Fund—This fund accounts for the receipt and usage of the 0.25 percent sales tax within the 7-county metropolitan area. These funds are restricted to use to provide emergency rental assistance, financial support for nonprofit affordable housing providers, and for qualifying ownership and rental projects. Lakeside Park Fund—This fund accounts for the operation of a park under a cooperative agreement with the City of Spring Lake Park. Recycling Grant Fund—This fund accounts for a grant from Ramsey County to operate a recycling program within the City. Tax Increment Financing Districts No. 6 and No. 7 — These funds account for tax increments collected from housing projects within their respective districts that are used to retire developer notes. DEBT SERVICE FUND The nonmajor debt service fund accounts for the accumulation of resources and payment of bond principal and interest and related costs on long-term debt. G.O. Capital Improvement Plan Bonds of 2017A—This fund accounts for the debt service activity related to bonds issued to construct the public works maintenance facility. CAPITAL PROJECTS FUND The nonmajor capital projects fund is used to account for the acquisition and construction of major capital facilities and capital equipment other than those financed by proprietary funds. Park Dedication Fund — This fund accounts for park land dedication funds paid when a major subdivision is initiated and will be used for future park improvements. CITY OF MOUNDS VIEW Nonmajor Governmental Funds Combining Balance Sheet December 31,2025 Debt Service- G.O.Capital Capital Improvement Projects- Special Plan Bonds Park Revenue of 2017A Dedication Total Assets Cash and investments $ 591,455 $ 456,138 $ 56,223 $ 1,103,816 Receivables Accounts 19,443 19,443 Intergovernmental 37,723 4,195 - 41,918 Delinquent taxes - 5,376 - 5,376 Total assets $ 648,621 $ 465,709 $ 56,223 $ 1,170,553 Liabilities Accounts and contracts payable $ 44,976 $ - $ - $ 44,976 Accrued wages and benefits 1,931 1,931 Due to other governments 20,185 20,185 Due to other funds 12,429 12,429 Total liabilities 79,521 79,521 Deferred inflows of resources Unavailable revenue-taxes - 5,376 - 5,376 Fund balances Restricted 569,100 460,333 56,223 1,085,656 Total liabilities,deferred inflows of resources,and fund balances $ 648,621 $ 465,709 $ 56,223 $ 1,170,553 -76- CITY OF MOUNDS VIEW Nonmajor Governmental Funds Combining Statement of Revenues,Expenditures,and Changes in Fund Balances Year Ended December 31,2025 Debt Service- G.O.Capital Capital Improvement Projects- Special Plan Bonds Park Revenue of 2017A Dedication Total Revenue Taxes Property $ - $ 406,999 $ - $ 406,999 Tax increment 95,287 95,287 Franchise 84,092 84,092 Intergovernmental 253,035 253,035 Charges for services 3,630 3,630 Fines and forfeits 9,485 9,485 Investment earnings 1,864 9,331 2,604 13,799 Total revenue 447,393 416,330 2,604 866,327 Expenditures Current Public safety 2,989 2,989 Sanitation 40,348 40,348 Culture and recreation 115,460 - 9,575 125,035 Economic development 102,046 - - 102,046 Debt service Principal - 270,000 - 270,000 Interest and fiscal charges - 124,603 - 124,603 Total expenditures 260,843 394,603 9,575 665,021 Excess(deficiency)of revenues over expenditures 186,550 21,727 (6,971) 201,306 Other financing(uses) Transfers out (5,371) (5,371) Net change in fund balances 181,179 21,727 (6,971) 195,935 Fund balances Beginning of year 387,921 438,606 63,194 889,721 End of year $ 569,100 $ 460,333 $ 56,223 $ 1,085,656 -77- CITY OF MOUNDS VIEW Nonmajor Special Revenue Funds Combining Balance Sheet December 31,2025 Local Cable Police Affordable Television Forfeiture Housing Aid Assets Cash and investments $ 204,910 $ 40,758 $ 248,508 Receivables Accounts 19,443 — — Intergovernmental — — — Total assets $ 224,353 $ 40,758 $ 248,508 Liabilities Accounts and contracts payable $ 1,035 $ 753 $ — Accrued wages and benefits 1,308 — — Due to other governments — — — Due to other funds — — — Total liabilities 2,343 753 — Fund balances Restricted 222,010 40,005 248,508 Total liabilities and fund balances $ 224,353 $ 40,758 $ 248,508 -78- Tax Tax Increment Increment Lakeside Recycling Financing Financing Park Grant District No. 6 District No. 7 Total $ 52,138 $ - $ 14,023 $ 31,118 $ 591,455 - - - - 19,443 - 37,723 - - 37,723 $ 52,138 $ 37,723 $ 14,023 $ 31,118 $ 648,621 $ 85 $ 224 $ 12,637 $ 30,242 $ 44,976 - 623 - - 1,931 19,041 - 510 634 20,185 - 12,429 - - 12,429 19,126 13,276 13,147 30,876 79,521 33,012 24,447 876 242 569,100 $ 52,138 $ 37,723 $ 14,023 $ 31,118 $ 648,621 -79- CITY OF MOUNDS VIEW Nonmajor Special Revenue Funds Combining Statement of Revenues,Expenditures, and Changes in Fund Balances Year Ended December 31,2025 Local Cable Police Affordable Television Forfeiture Housing Aid Revenues Taxes Tax increment $ — $ — $ — Franchise 84,092 — — Intergovernmental — — 190,312 Charges for services — — — Fines and forfeits — 9,485 — Investment earnings — — — Total revenues 84,092 9,485 190,312 Expenditures Current Public safety — 2,989 — Sanitation — — — Culture and recreation 91,528 — — Economic development — — 12,130 Total expenditures 91,528 2,989 12,130 Excess(deficiency)of revenues over expenditures (7,436) 6,496 178,182 Other financing(uses) Transfers out — — — Net change in fund balances (7,436) 6,496 178,182 Fund balances Beginning of year 229,446 33,509 70,326 End of year $ 222,010 $ 40,005 $ 248,508 -80- Tax Tax Increment Increment Lakeside Recycling Financing Financing Park Grant District No. 6 District No.7 Total $ - $ - $ 28,082 $ 67,205 $ 95,287 - - 84,092 25,000 37,723 - - 253,035 3,630 - - - 3,630 - - - - 9,485 1,457 - 183 224 1,864 30,087 37,723 28,265 67,429 447,393 - - - - 2,989 - 40,348 - - 40,348 23,932 - - - 115,460 - 27,291 62,625 102,046 23,932 40,348 27,291 62,625 260,843 6,155 (2,625) 974 4,804 186,550 - - (791) (4,580) (5,371) 6,155 (2,625) 183 224 181,179 26,857 27,072 693 18 387,921 $ 33,012 $ 24,447 $ 876 $ 242 $ 569,100 -81- CITY OF MOUNDS VIEW Cable Television Fund Schedule of Revenues,Expenditures,and Changes in Fund Balances—Budget and Actual Year Ended December 31,2025 Budgeted Amounts Actual Over(Under) Original Final Amounts Final Budget Revenues Taxes Franchise $ 96,000 $ 96,000 $ 84,092 $ (11,908) Expenditures Current Culture and recreation Recreation 102,270 104,350 91,528 (12,822) Net change in fund balances $ (6,270) $ (8,350) (7,436) $ 914 Fund balances Beginning of year 229,446 End of year $ 222,010 -82- CITY OF MOUNDS VIEW Police Forfeiture Fund Schedule of Revenues,Expenditures,and Changes in Fund Balances—Budget and Actual Year Ended December 31,2025 Budgeted Amounts Actual Over(Under) Original Final Amounts Final Budget Revenues Fines and forfeits $ 4,000 $ 4,000 $ 9,485 $ 5,485 Expenditures Current Public safety Police 5,200 5,200 2,989 (2,211) Capital outlay Public safety Police 11,100 11,100 — (11,100) Total expenditures 16,300 16,300 2,989 (13,311) Net change in fund balances $ (12,300) $ (12,300) 6,496 $ 18,796 Fund balances Beginning of year 33,509 End of year $ 40,005 -83- CITY OF MOUNDS VIEW Lakeside Park Fund Schedule of Revenues,Expenditures,and Changes in Fund Balances—Budget and Actual Year Ended December 31,2025 Budgeted Amounts Actual Over(Under) Original Final Amounts Final Budget Revenues Intergovernmental $ 25,000 $ 25,000 $ 25,000 $ — Charges for services 1,000 1,000 3,630 2,630 Investment earnings 1,457 1,457 Total revenues 26,000 26,000 30,087 4,087 Expenditures Current Culture and recreation Recreation 26,000 26,000 23,932 (2,068) Net change in fund balances $ — $ — 6,155 $ 6,155 Fund balances Beginning of year 26,857 End of year $ 33,012 -84- CITY OF MOUNDS VIEW Recycling Grant Fund Schedule of Revenues,Expenditures,and Changes in Fund Balances—Budget and Actual Year Ended December 31,2025 Budgeted Amounts Actual Over(Under) Original Final Amounts Final Budget Revenues Intergovernmental $ 33,950 $ 33,950 $ 37,723 $ 3,773 Expenditures Current Sanitation 38,800 38,800 40,348 1,548 Net change in fund balances $ (4,850) $ (4,850) (2,625) $ 2,225 Fund balances Beginning of year 27,072 End of year $ 24,447 -85- CITY OF MOUNDS VIEW Tax Increment Financing District No.6 Fund Schedule of Revenues,Expenditures,and Changes in Fund Balances—Budget and Actual Year Ended December 31,2025 Budgeted Amounts Actual Over(Under) Original Final Amounts Final Budget Revenues Taxes Tax increment $ 59,500 $ 59,500 $ 28,082 $ (31,418) Investment earnings 183 183 Total revenues 59,500 59,500 28,265 (31,235) Expenditures Current Economic development 55,305 55,305 27,291 (28,014) Excess(deficiency)of revenues over expenditures 4,195 4,195 974 (3,221) Other financing(uses) Transfers out (4,195) (791) (791) — Net change in fund balances $ — $ 3,404 183 $ (3,221) Fund balances Beginning of year 693 End of year $ 876 -86- CITY OF MOUNDS VIEW Tax Increment Financing District No.7 Fund Schedule of Revenues,Expenditures,and Changes in Fund Balances—Budget and Actual Year Ended December 31,2025 Budgeted Amounts Actual Over(Under) Original Final Amounts Final Budget Revenues Taxes Tax increment $ 75,500 $ 75,500 $ 67,205 $ (8,295) Investment earnings 224 224 Total revenues 75,500 75,500 67,429 (8,071) Expenditures Current Economic development 69,705 69,705 62,625 (7,080) Excess(deficiency)of revenues over expenditures 5,795 5,795 4,804 (991) Other financing(uses) Transfers out (5,795) (4,580) (4,580) — Net change in fund balances $ — $ 1,215 224 $ (991) Fund balances Beginning of year 18 End of year $ 242 -87- THIS PAGE INTENTIONALLY LEFT BLANK STATISTICAL SECTION (UNAUDITED) STATISTICAL SECTION(UNAUDITED) This part of the City of Mounds View, Minnesota's (the City) Annual Comprehensive Financial Report (ACFR) presents detailed information as a context for understanding what the information in the financial statements, note disclosures, and required supplementary information says about the City's overall financial health. Contents Financial Trends These schedules contain trend information to help the reader understand how the City's financial performance and well-being has changed over time. Revenue Capacity These schedules contain information to help the reader assess the City's most significant revenue source, including property tax revenue. Debt Capacity These schedules present information to help the reader assess the affordability of the City's current levels of outstanding debt and the City's ability to issue additional debt in the future. Demographic and Economic Information These schedules offer demographic and economic indicators to help the reader understand the environment in which the City's financial activities take place. Operating Indicators These schedules contain service and infrastructure data to help the reader understand how the information in the City's ACFR relates to the services the City provides,and the activities it performs. Source: Unless otherwise noted,the information in these schedules is derived from the ACFR for the relevant year. CITY OF MOUNDS VIEW Net Position by Component Last Ten Fiscal Years (Accrual Basis of Accounting) Fiscal Year 2016 2017 2018 2019 Governmental activities Net investment in capital assets $ 37,087,585 $ 36,784,587 $36,010,512 $ 35,524,808 Restricted 2,965,913 3,148,142 3,298,426 2,828,405 Unrestricted 9,943,649 9,248,882 9,792,777 10,945,057 Total governmental activities net position $49,997,147 $49,181,611 $49,101,715 $49,298,270 Business-type activities Net investment in capital assets $ 6,714,995 $ 6,702,181 $ 6,329,151 $ 6,595,530 Unrestricted 4,075,782 4,455,356 5,122,447 5,312,231 Total business-type activities net position $ 10,790,777 $ 11,157,537 $ 11,451,598 $ 11,907,761 Primary government Net investment in capital assets $43,802,580 $43,486,768 $42,339,663 $42,120,338 Restricted 2,965,913 3,148,142 3,298,426 2,828,405 Unrestricted 14,019,431 13,704,238 14,915,224 16,257,288 Total primary government net position $ 60,787,924 $ 60,339,148 $60,553,313 $ 61,206,031 -88- 2020 2021 2022 2023 2024 2025 $35,788,785 $ 34,497,082 $34,806,497 $ 34,807,488 $ 33,174,862 $33,249,497 2,997,756 3,009,328 3,266,043 2,199,073 2,589,059 2,798,771 11,522,688 12,894,570 10,415,538 10,249,996 11,541,168 11,661,064 $ 50,309,229 $ 50,400,980 $48,488,078 $47,256,557 $47,305,089 $47,709,332 $ 6,497,482 $ 6,179,374 $ 6,630,980 $ 7,617,563 $ 9,456,028 $ 11,724,683 5,594,896 6,418,574 5,628,694 5,088,544 3,430,415 2,008,667 $ 12,092,378 $ 12,597,948 $ 12,259,674 $ 12,706,107 $ 12,886,443 $ 13,733,350 $42,286,267 $40,676,456 $41,437,477 $42,425,051 $42,630,890 $44,974,180 2,997,756 3,009,328 3,266,043 2,199,073 2,589,059 2,798,771 17,117,584 19,313,144 16,044,232 15,338,540 14,971,583 13,669,731 $62,401,607 $ 62,998,928 $ 60,747,752 $ 59,962,664 $ 60,191,532 $61,442,682 -89- CITY OF MOUNDS VIEW Changes in Net Position Last Ten Fiscal Years (Accrual Basis of Accounting) Fiscal Year 2016 2017 2018 2019 Expenses Governmental activities General government $ 1,201,039 $ 1,298,436 $ 1,327,997 $ 1,416,027 Public safety 4,061,286 3,653,742 3,523,790 3,994,122 Streets and highways 1,737,382 2,268,318 2,103,663 2,864,440 Sanitation 27,861 20,019 27,330 24,411 Culture and recreation 1,527,977 1,341,654 1,467,715 1,509,833 Economic development 2,406,007 2,078,756 2,211,174 2,325,182 Interest and fiscal charges 36,180 100,802 225,377 212,833 Total governmental activities 10,997,732 10,761,727 10,887,046 12,346,848 Business-type activities Water 1,000,744 968,475 996,602 1,005,538 Sewer 1,401,189 1,396,463 1,492,863 1,527,841 Storm water 194,152 227,621 233,995 266,924 Street light 82,900 87,804 87,165 87,693 Total business-type activities 2,678,985 2,680,363 2,810,625 2,887,996 Total government $ 13,676,717 $ 13,442,090 $ 13,697,671 $ 15,234,844 Program revenues Government activities Charges for services General government $ 294,146 $ 271,318 $ 255,379 $ 1,090,374 Culture and recreation 275,782 311,751 413,551 511,447 Economic development 191,801 326,132 314,047 376,105 Other activities 110,365 142,360 116,291 118,950 Operating grants and contributions 456,019 467,486 526,942 606,566 Capital grants and contributions 517,872 372,033 410,015 490,703 Total governmental activities 1,845,985 1,891,080 2,036,225 3,194,145 -90- 2020 2021 2022 2023 2024 2025 $ 1,405,608 $ 1,615,683 $ 1,828,657 $ 1,812,740 $ 1,853,807 $ 1,813,913 3,869,349 3,705,080 5,127,145 4,877,859 4,979,213 5,079,126 2,587,457 2,697,412 2,855,646 3,031,820 2,816,934 2,888,786 21,538 27,922 77,648 36,470 34,184 38,574 1,385,545 1,730,537 2,251,294 2,620,963 2,676,308 2,483,435 2,252,409 2,416,894 2,600,676 3,473,791 2,564,689 2,574,322 185,731 152,116 157,280 143,240 132,604 122,902 11,707,637 12,345,644 14,898,346 15,996,883 15,057,739 15,001,058 1,130,502 1,093,538 1,266,600 1,407,430 1,559,896 1,556,915 1,634,356 1,635,600 1,933,490 1,808,117 1,894,691 1,989,131 374,867 288,349 345,701 372,694 392,471 557,245 107,904 95,709 115,962 113,899 124,131 121,903 3,247,629 3,113,196 3,661,753 3,702,140 3,971,189 4,225,194 $ 14,955,266 $ 15,458,840 $ 18,560,099 $ 19,699,023 $ 19,028,928 $ 19,226,252 $ 273,840 $ 302,782 $ 455,232 $ 519,367 $ 750,949 $ 330,730 188,582 398,120 878,816 589,941 621,703 673,267 273,070 302,680 444,784 263,075 313,367 352,866 133,174 125,991 164,697 280,950 239,549 223,730 1,644,139 1,284,307 1,318,765 1,261,291 864,960 1,016,887 497,614 426,376 462,994 459,262 507,580 788,473 3,010,419 2,840,256 3,725,288 3,373,886 3,298,108 3,385,953 -91- (continued) CITY OF MOUNDS VIEW Changes in Net Position(continued) Last Ten Fiscal Years (Accrual Basis of Accounting) Fiscal Year 2016 2017 2018 2019 Program revenues(continued) Business-type activities Charges for services Water 1,063,337 1,112,169 1,255,559 1,203,410 Sanitary sewer 1,471,301 1,599,427 1,678,163 1,738,097 Storm water 264,066 286,324 292,431 327,750 Street light 97,759 104,224 104,322 104,867 Operating grants and contributions 2,937 203 3,292 1,080 Capital grants and contributions - - - 43,059 Total business-type activities 2,899,400 3,102,347 3,333,767 3,418,263 Total primary government program revenues $ 4,745,385 $ 4,993,427 $ 5,369,992 $ 6,612,408 Net(expense)/revenue Governmental activities $ (9,151,747) $ (8,870,647) $ (8,850,821) $ (9,152,703) Business-type activities 220,415 421,984 523,142 530,267 Total primary government net expense $ (8,931,332) $ (8,448,663) $ (8,327,679) $ (8,622,436) General revenues and other changes in net position Governmental activities Taxes Property $ 4,322,667 $ 4,558,252 $ 4,950,678 $ 5,423,885 Tax increment 1,555,581 1,630,140 1,670,422 1,707,400 Franchise 727,229 753,959 799,948 735,319 Lodging 67,408 68,666 77,115 71,957 General grants and contributions 677,284 682,022 746,962 750,546 Other general revenues - 48,001 - - Investment earnings(charges) 171,852 208,491 228,999 438,096 Transfers 297,525 105,580 296,801 222,055 Total governmental activities 7,819,546 8,055,111 8,770,925 9,349,258 Business-type activities Investment earnings(charges) 40,091 50,356 67,720 147,951 Transfers (297,525) (105,580) (296,801) (222,055) Total business-type activities (257,434) (55,224) (229,081) (74,104) Total primary government $ 7,562,112 $ 7,999,887 $ 8,541,844 $ 9,275,154 Change in net position Governmental activities $ (1,332,201) $ (815,536) $ (79,896) $ 196,555 Business-type activities (37,019) 366,760 294,061 456,163 Total primary government $ (1,369,220) $ (448,776) $ 214,165 $ 652,718 -92- 2020 2021 2022 2023 2024 2025 1,365,597 1,459,316 1,454,495 1,459,091 1,414,976 1,650,092 1,866,735 1,918,051 2,006,717 2,021,378 2,191,997 2,263,354 343,561 371,233 400,477 437,549 477,350 504,758 104,410 105,072 105,179 107,351 118,762 125,887 1,453 1,020 13,179 66 16,626 238,425 - - - 70,705 115,150 - 3,681,756 3,854,692 3,980,047 4,096,140 4,334,861 4,782,516 $ 6,692,175 $ 6,694,948 $ 7,705,335 $ 7,470,026 $ 7,632,969 $ 8,168,469 $ (8,697,218) $ (9,505,388) $(11,173,058) $(12,622,997) $(11,759,631) $(11,615,105) 434,127 741,496 318,294 394,000 363,672 557,322 $ (8,263,091) $ (8,763,892) $(10,854,764) $(12,228,997) $(11,395,959) $(11,057,783) $ 5,760,429 $ 5,902,615 $ 6,027,539 $ 6,552,285 $ 6,886,655 $ 7,405,069 1,771,496 1,874,708 1,884,269 1,786,129 1,966,627 1,994,563 720,241 792,220 960,125 914,172 790,073 893,668 29,264 52,820 60,446 54,241 2,684 3,066 822,693 846,423 852,212 1,104,742 1,028,306 1,031,977 - - - 10,090 - 99,008 271,838 (87,180) (872,443) 731,169 734,361 760,395 332,216 215,533 348,008 238,648 399,457 (168,398) 9,708,177 9,597,139 9,260,156 11,391,476 11,808,163 12,019,348 82,706 (20,393) (308,560) 291,081 216,121 121,187 (332,216) (215,533) (348,008) (238,648) (399,457) 168,398 (249,510) (235,926) (656,568) 52,433 (183,336) 289,585 $ 9,458,667 $ 9,361,213 $ 8,603,588 $ 11,443,909 $ 11,624,827 $ 12,308,933 $ 1,010,959 $ 91,751 $ (1,912,902) $ (1,231,521) $ 48,532 $ 404,243 184,617 505,570 (338,274) 446,433 180,336 846,907 $ 1,195,576 $ 597,321 $ (2,251,176) $ (785,088) $ 228,868 $ 1,251,150 -93- THIS PAGE INTENTIONALLY LEFT BLANK CITY OF MOUNDS VIEW Governmental Activities Tax Revenues By Source Last Ten Fiscal Years (Accrual Basis of Accounting) Tax Lodging Fiscal Year Property Tax Increments Franchise Tax Tax(1) Total 2016 $ 4,322,667 $ 1,555,581 $ 727,229 $ 67,408 $ 6,672,885 2017 4,558,252 1,630,140 753,959 68,666 7,011,017 2018 4,950,678 1,670,422 799,948 77,115 7,498,163 2019 5,423,885 1,707,400 735,319 71,957 7,938,561 2020 5,760,429 1,771,496 720,241 29,264 8,281,430 2021 5,902,615 1,874,708 792,220 52,820 8,622,363 2022 6,027,539 1,884,269 960,125 60,446 8,932,379 2023 6,552,285 1,786,129 914,172 54,241 9,306,827 2024 6,886,655 1,966,627 790,073 2,684 9,646,039 2025 7,405,069 1,994,563 893,668 3,066 10,296,366 (1) Beginning in fiscal year 2024,the City changed the way it is reporting the lodging tax to only include the 5 percent administrative portion they retain. -94- CITY OF MOUNDS VIEW Fund Balances of Governmental Funds Last Ten Fiscal Years (Modified Accrual Basis of Accounting) Fiscal Year 2016 2017 2018 2019 General Fund Nonspendable $ — $ — $ — $ — Assigned 5,906,709 5,765,648 5,587,607 5,463,724 Unassigned 3,538,754 3,710,891 3,952,927 4,127,062 Total General Fund $ 9,445,463 $ 9,476,539 $ 9,540,534 $ 9,590,786 All other governmental funds Nonspendable $ — $ — $ — $ — Restricted 2,965,913 3,147,858 3,367,273 2,894,413 Assigned 5,241,230 5,030,794 4,485,904 5,530,723 Total all other governmental funds $ 8,207,143 $ 8,178,652 $ 7,853,177 $ 8,425,136 All governmental funds Nonspendable $ — $ — $ — $ — Restricted 2,965,913 3,147,858 3,367,273 2,894,413 Assigned 11,147,939 10,796,442 10,073,511 10,994,447 Unassigned 3,538,754 3,710,891 3,952,927 4,127,062 Total all governmental funds $ 17,652,606 $ 17,655,191 $ 17,393,711 $ 18,015,922 -95- 2020 2021 2022 2023 2024 2025 $ - $ - $ - $ - $ 10,419 $ 16,184 5,482,115 5,073,391 4,879,607 3,023,160 3,756,418 3,834,439 4,662,432 5,037,325 5,273,021 5,528,190 4,309,823 4,695,761 $ 10,144,547 $ 10,110,716 $ 10,152,628 $ 8,551,350 $ 8,076,660 $ 8,546,384 $ - $ - $ 35,350 $ - $ 45,662 $ 21,663 3,060,558 3,068,738 3,324,470 2,254,010 2,637,373 2,836,053 5,384,138 6,186,486 5,005,010 6,853,053 8,670,911 8,136,732 $ 8,444,696 $ 9,255,224 $ 8,364,830 $ 9,107,063 $ 11,353,946 $ 10,994,448 $ - $ - $ 35,350 $ - $ 56,081 $ 37,847 3,060,558 3,068,738 3,324,470 2,254,010 2,637,373 2,836,053 10,866,253 11,259,877 9,884,617 9,876,213 12,427,329 11,971,171 4,662,432 5,037,325 5,273,021 5,528,190 4,309,823 4,695,761 $ 18,589,243 $ 19,365,940 $ 18,517,458 $ 17,658,413 $ 19,430,606 $ 19,540,832 -96- CITY OF MOUNDS VIEW Changes in Fund Balances of Governmental Funds Last Ten Fiscal Years (Modified Accrual Basis of Accounting) Fiscal Year 2016 2017 2018 2019 Revenues Taxes $ 6,676,733 $ 7,007,896 $ 7,495,877 $ 7,949,935 Special assessments 41,923 27,670 22,047 24,176 Licenses and permits 184,499 310,965 312,047 348,201 Intergovernmental 1,624,550 1,512,865 1,680,480 1,764,992 Charges for services 298,003 309,373 363,621 409,801 Fines and forfeits 35,683 43,837 52,531 66,410 Investment earnings(charges) 171,852 208,491 228,999 438,096 Miscellaneous 348,177 383,946 426,697 1,295,483 Total revenues 9,381,420 9,805,043 10,582,299 12,297,094 Expenditures General government 1,007,715 1,091,571 1,107,761 1,196,376 Public safety 3,136,469 3,235,510 3,460,743 3,847,558 Streets and highways 604,294 873,006 709,953 991,106 Sanitation 27,563 19,196 27,975 24,396 Culture and recreation 1,077,863 926,124 1,030,967 1,111,348 Economic development 1,906,076 2,059,441 2,215,355 2,313,899 Capital outlay 4,742,796 7,740,035 2,343,410 1,776,159 Debt service Principal 180,658 143,296 150,898 420,450 Interest and fiscal charges 43,733 106,489 268,709 215,646 Total expenditures 12,727,167 16,194,668 11,315,771 11,896,938 Excess(deficiency)of revenues over expenditures (3,345,747) (6,389,625) (733,472) 400,156 Other financing sources(uses) Transfers in 1,202,981 1,006,678 1,146,628 1,097,618 Transfers out (905,456) (901,098) (849,827) (875,563) Sale of assets - - - - Debt issued,net of premium/discount - 6,286,630 175,191 - Total other financing sources(uses) 297,525 6,392,210 471,992 222,055 Net change in fund balances $ (3,048,222) $ 2,585 $ (261,480) $ 622,211 Debt service as a percentage of noncapital expenditures 2.8% 3.0% 4.7% 6.3% -97- 2020 2021 2022 2023 2024 2025 $ 8,277,905 $ 8,618,920 $ 8,968,242 $ 9,230,922 $ 9,607,028 $ 10,256,034 31,818 22,774 21,379 25,124 26,600 35,119 269,446 294,605 374,631 259,825 311,342 348,041 2,951,621 2,539,520 2,630,146 2,804,167 2,280,314 2,659,847 240,741 382,062 475,670 769,439 754,583 760,696 48,412 54,975 92,250 38,946 43,578 63,763 271,838 (87,180) (872,443) 731,169 734,361 760,395 308,544 386,037 998,559 589,129 806,357 477,880 12,400,325 12,211,713 12,688,434 14,448,721 14,564,163 15,361,775 1,177,348 1,323,638 1,363,084 1,638,231 1,653,379 1,626,371 3,766,434 3,935,954 4,268,044 4,146,618 4,477,705 4,750,775 764,675 804,956 762,035 796,003 850,640 898,802 22,434 28,555 27,023 36,244 33,406 40,348 1,024,628 1,328,468 1,670,211 1,999,907 2,089,452 1,980,833 2,285,754 2,431,902 2,543,753 3,471,636 2,555,315 2,592,223 2,031,977 1,239,409 2,697,407 2,940,873 1,165,832 2,813,220 897,302 402,551 393,025 370,475 341,375 353,700 188,668 155,116 160,342 146,427 135,854 126,277 12,159,220 11,650,549 13,884,924 15,546,414 13,302,958 15,182,549 241,105 561,164 (1,196,490) (1,097,693) 1,261,205 179,226 2,495,252 1,962,212 1,248,641 3,683,465 3,151,422 811,972 (2,163,036) (1,746,679) (900,633) (3,444,817) (2,751,965) (980,370) 111,531 99,398 332,216 215,533 348,008 238,648 510,988 (69,000) $ 573,321 $ 776,697 $ (848,482) $ (859,045) $ 1,772,193 $ 110,226 10.7% 5.4% 4.9% 4.0% 3.8% 3.9% -98- THIS PAGE INTENTIONALLY LEFT BLANK CITY OF MOUNDS VIEW General Governmental Tax Revenues by Source Last Ten Fiscal Years (Modified Accrual Basis of Accounting) Tax Lodging Fiscal Year Property Tax Increment Franchise Tax Tax(1) Total 2016 $ 4,326,515 $ 1,555,581 $ 727,229 $ 67,408 $ 6,676,733 2017 4,555,131 1,630,140 753,959 68,666 7,007,896 2018 4,948,392 1,670,422 799,948 77,115 7,495,877 2019 5,435,259 1,707,400 735,319 71,957 7,949,935 2020 5,756,904 1,771,496 720,241 29,264 8,277,905 2021 5,899,172 1,874,708 792,220 52,820 8,618,920 2022 6,063,402 1,884,269 960,125 60,446 8,968,242 2023 6,476,380 1,786,129 914,172 54,241 9,230,922 2024 6,847,644 1,966,627 790,073 2,684 9,607,028 2025 7,364,737 1,994,563 893,668 3,066 10,256,034 (1) Beginning in fiscal year 2024, the City changed the way it is reporting the lodging tax to only include the 5 percent administrative portion they retain. -99- CITY OF MOUNDS VIEW Tax Capacity Value and Estimated Market Value of Taxable Property Last Ten Fiscal Years Less Tax Less Fiscal Fiscal Real Personal Total Taxable Increment Disparity Year Property Property Tax Capacity District Contribution 2016 $ 11,289,433 $ 165,194 $ 11,454,627 $ 1,314,994 $ 1,903,138 2017 12,052,612 176,236 12,228,848 1,378,021 1,919,854 2018 13,082,013 184,690 13,266,703 1,412,075 2,082,610 2019 14,265,320 174,238 14,439,558 1,443,334 2,225,741 2020 15,391,499 166,302 15,557,801 1,497,257 2,314,370 2021 16,504,562 182,785 16,687,347 1,635,863 2,396,113 2022 17,460,256 107,501 17,567,757 1,621,332 2,587,439 2023 19,318,671 111,455 19,430,126 1,693,289 2,603,875 2024 20,254,426 117,087 20,371,513 1,865,115 2,646,422 2025 20,072,353 118,479 20,190,832 1,790,755 2,883,576 Source: Ramsey County -100- ATC Adjusted Market Estimated as a Tax Capacity Total Direct Value Market Percentage of (ATC)Value Tax Rate Tax Rate Value(EMV) EMV $ 8,236,495 40.105 % 0.02092 % $ 935,172,600 0.88 % 8,930,973 37.531 0.02072 997,316,400 0.90 9,772,018 37.742 0.02765 1,076,048,900 0.91 10,770,483 38.009 0.02659 1,175,600,300 0.92 11,746,174 36.675 0.02621 1,268,966,700 0.93 12,655,371 35.569 0.02454 1,359,372,600 0.93 13,358,986 35.179 0.02707 1,437,369,400 0.93 15,132,962 33.856 0.02440 1,603,051,600 0.94 15,859,976 34.935 0.02342 1,668,123,100 0.95 15,516,501 38.036 0.02544 1,703,226,700 0.91 -101- CITY OF MOUNDS VIEW Property Tax Rates Direct and Overlapping Governments Last Ten Fiscal Years City Overlapping(2) General Obligation Total Market Value Ramsey Year Basic Rate Debt Service Direct Tax Rate(1) County 2016 40.105 % - % 40.105 % 0.02092 % 58.885 % 2017 37.531 - 37.531 0.02072 55.850 2018 33.497 4.245 37.742 0.02765 53.962 2019 33.670 4.339 38.009 0.02659 52.879 2020 32.647 4.028 36.675 0.02621 52.302 2021 31.841 3.728 35.569 0.02454 47.760 2022 31.641 3.538 35.179 0.02707 48.067 2023 30.850 3.006 33.856 0.02440 44.901 2024 32.220 2.715 34.935 0.02342 45.455 2025 35.296 2.740 38.036 0.02544 47.476 (1) The City's market value tax rate is applied against a different base and thus is not included in the direct and overlapping rate total. (2) Overlapping rates are those of local and county governments that apply to property owners within the City.Not all overlapping rates apply to all city property owners;for example,although the county property tax rates apply to all city property owners,other taxing jurisdictions rates apply only to those property owners whose property is located within the jurisdiction boundaries. Source: Ramsey County -102- Independent School District Other Taxing No. 621 Jurisdictions Total 26.245 % 10.742 % 135.977 % 25.305 9.006 127.692 28.464 8.249 128.417 26.330 8.265 125.483 24.964 8.249 122.190 23.863 7.822 115.014 23.420 9.971 116.637 18.367 8.740 105.864 16.469 8.964 105.824 17.033 9.238 111.783 -103- CITY OF MOUNDS VIEW Principal Property Taxpayers Current Year and Nine Years Ago 2025 2016 Percentage of Percentage of Tax Total Tax Tax Total Tax Capacity Capacity Capacity Capacity Taxpayer Value Rank Value Value Rank Value Medtronic,Inc. $ 3,080,290 1 19.85 % $ 2,431,450 1 29.52 % H2 Flats LLC/Levitan LP 577,500 2 3.72 339,541 3 4.12 GIJV MN 5 LLC 508,654 3 3.28 414,130 2 5.03 ICON Owner Pool 3 Midwest 445,486 4 2.87 335,332 4 4.07 Sysco 295,514 5 1.90 196,314 5 2.38 Crossroads Pointe MV,LLC 276,600 6 1.78 Landmark Circle,LLC 240,123 7 1.55 149,874 6 1.82 SAIA Motor Freight Line,LLC 202,250 8 1.30 Mounds View Square Associates 166,944 9 1.08 124,968 9 1.52 GKI Industrial Minneapolis,LLC 165,172 10 1.06 Xcel Energy 142,916 7 1.74 AP Mounds View Limited 130,336 8 1.58 Towns Edge Terrace(ET MV) 87,489 10 1.06 Total $ 5,958,533 38.39 % $ 4,352,350 52.84 % Total capacity value $15,516,501 $ 8,236,495 Source: Ramsey County -104- CITY OF MOUNDS VIEW Property Tax Levies and Collections Last Ten Fiscal Years Current Collections Delinquent Total Percent Collections and Collections and Percent Year Tax Levy Amount of Levy Adjustments Adjustments of Levy 2016 $ 4,393,813 $ 4,336,994 98.71 % $ 56,819 $ 4,393,813 100.00 % 2017 4,528,947 4,502,685 99.42 26,262 4,528,947 100.00 2018 4,973,985 4,933,166 99.18 40,819 4,973,985 100.00 2019 5,427,676 5,367,759 98.90 59,917 5,427,676 100.00 2020 5,678,877 5,652,067 99.53 26,571 5,678,638 100.00 2021 5,866,279 5,840,800 99.57 25,479 5,866,279 100.00 2022 6,178,870 6,112,860 98.93 65,121 6,177,981 99.99 2023 6,479,782 6,448,075 99.51 25,762 6,473,837 99.91 2024 6,884,768 6,844,140 99.41 16,528 6,860,668 99.65 2025 7,472,100 7,419,084 99.29 — 7,419,084 99.29 Note: Collections include abatements,adjustments,and tax credits received through state aid. Source: Ramsey County -105- CITY OF MOUNDS VIEW Ratios of Outstanding Debt by Type Last Ten Fiscal Years Governmental Activities Business-Type Activities General G.O.Fire G.O.Water Fiscal Obligation Equipment Revenue Total Primary Year Bonds Certificates Lease Bonds Lease Government 2016 $ 715,601 $ — $ 679,853 $ — $ 80,861 $ 1,476,315 2017 6,630,388 172,427 621,770 — 73,938 7,498,523 2018 6,568,762 318,189 561,927 — 66,805 7,515,683 2019 6,274,377 253,781 500,270 — 59,456 7,087,884 2020 5,951,149 179,977 — 6,101,528 — 12,232,654 2021 5,622,400 106,175 — 6,083,426 — 11,812,001 2022 5,299,900 35,650 — 5,730,324 — 11,065,874 2023 4,965,075 — — 5,362,222 — 10,327,297 2024 4,623,700 — — 4,989,120 — 9,612,820 2025 4,270,000 — — 4,611,018 — 8,881,018 (1) Tax capacity amounts exclude tax increment financing capacity and are adjusted for fiscal disparities. (2) See Demographic and Economic Statistics for population data. Note: Outstanding debt details for the City can be found in the notes to basic financial statements. -106- Percentage of Tax Capacity(1) Per Capita(2) 14.30 % $ 116 66.04 583 60.71 580 52.57 541 84.45 923 76.32 899 67.33 854 57.70 788 51.43 740 47.22 684 -107- CITY OF MOUNDS VIEW Ratios of General Bonded Debt Outstanding Last Ten Fiscal Years G.O. Less Amounts Percentage Fiscal Bonds and Restricted for of Tax Year Certificates Debt Service Total Capacity(1) Per Capita(2) 2016 $ 715,601 $ — $ 715,601 6.93 % $ 56 2017 6,802,815 — 6,802,815 59.91 528 2018 6,886,951 322,522 6,564,429 53.02 507 2019 6,528,158 348,395 6,179,763 45.83 472 2020 12,232,654 373,850 11,858,804 81.87 895 2021 11,812,001 331,500 11,480,501 74.18 874 2022 11,065,874 332,744 10,733,130 65.31 828 2023 10,327,297 358,808 9,968,489 55.69 760 2024 9,612,820 389,630 9,223,190 49.34 710 2025 8,881,018 416,388 8,464,630 45.00 652 (1) Tax capacity amounts exclude tax increment financing capacity and are adjusted for fiscal disparities. (2) See Demographic and Economic Statistics for population data. Note: Outstanding debt details for the City can be found in the notes to basic financial statements. -108- CITY OF MOUNDS VIEW Direct and Overlapping Governmental Activities Debt December 31,2025 Estimated Debt Percentage Estimated Share of Governmental Unit Outstanding Applicable Overlapping Debt Debt repaid with property taxes Overlapping debt Ramsey County $ 134,134,078 2.15 % $ 2,887,283 Ramsey County Library 11,938,579 4.20 501,968 Independent School District No.621 191,816,528 11.71 22,462,843 Metropolitan Council 1,402,434,516 0.30 4,167,100 Total overlapping debt 11740,323,701 30,019,194 Direct debt City of Mounds View(1) 4,270,000 100.00 4,270,000 Total direct and overlapping debt $ 1,744,593,701 $ 34,289,194 (1) Includes only governmental activities debt. Note: Overlapping governments are those that coincide, at least in part, with the geographic boundaries of the City. This schedule estimates the portion of the outstanding debt of those overlapping governments that is borne by the residents and businesses of the City. This process recognizes that, when considering the government's ability to issue and repay long-term debt,the entire debt burden borne by the residents and businesses should be taken into account. However, this does not imply that every taxpayer is a resident and, therefore, responsible for repaying the debt of each overlapping government. Source: Ramsey County -109- CITY OF MOUNDS VIEW Legal Debt Margin Information Last Ten Fiscal Years Fiscal Year 2016 2017 2018 2019 Debt limit $ 28,055,178 $ 29,919,492 $ 32,281,467 $ 35,268,009 Total net debt applicable to limit 1,476,315 6,802,815 6,241,907 5,831,368 Legal debt margin $ 26,578,863 $ 23,116,677 $ 26,039,560 $ 29,436,641 Total net debt applicable to the limit as a percentage of debt limit 5.26% 22.74% 19.34% 16.53% Note: Under state finance law, the City's outstanding general obligation debt should not exceed 3 percent of total market value. By law,the general obligation debt subject to the limitation may be offset by amounts set aside for repaying general obligation bonds.Tax increment bonds are not subject to the debt limit;therefore,they are not included. -110- 2020 2021 2022 2023 2024 2025 $ 38,069,001 $ 40,781,178 $ 43,121,082 $ 48,091,548 $ 50,043,693 $ 51,096,801 5,383,426 5,397,075 5,002,806 4,606,267 4,234,070 3,853,612 $ 32,685,575 $ 35,384,103 $ 38,118,276 $ 43,485,281 $ 45,809,623 $ 47,243,189 14.14% 13.23% 11.60% 9.58% 8.46% 7.54% Legal Debt Margin Calculation for Fiscal Year 2025 Estimated market value $ 1,703,226,700 Debt limit(3%of estimated market value) 51,096,801 Debt applicable to limit: City debt 4,270,000 Less cash set aside for repayment of general obligation debt (416,388) Total net debt applicable to limit 3,853,612 Legal debt margin $ 47,243,189 -111- CITY OF MOUNDS VIEW Pledged-Revenue Coverage Last Six Fiscal Years G.O.Water Revenue Bonds(1) Water Less Net Fiscal Operating Operating Available Debt Service Year Revenues Expenses Revenue Principal Interest Coverage 2020 $ 1,366,246 $ 831,579 $ 534,667 $ — $ — 2021 1,459,780 821,707 638,073 — 56,526 11.29 2022 1,456,084 1,009,233 446,851 335,000 92,079 1.05 2023 1,459,121 1,159,545 299,576 350,000 85,230 0.69 2024 1,422,765 1,191,931 230,834 355,000 78,356 0.53 2025 1,672,709 1,169,809 502,900 360,000 71,206 1.17 (1) Operating expenses do not include interest,depreciation,or amortization expenses. Note 1: During fiscal years 2016-2019,the City did not have any outstanding water revenue bonds. Note 2: Outstanding debt details for the City can be found in the notes to basic financial statements. -112- CITY OF MOUNDS VIEW Demographic and Economic Statistics Last Ten Fiscal Years Fiscal Median Per Capita Personal Unemployment Year Age(1) Population(2) Income(3) Income(4) Rate(5) 2016 35.4 12,708 $ 29,080 $ 369,548,640 3.6 % 2014 36.2 12,872 30,495 392,531,640 3.3 2018 36.6 12,959 30,620 396,804,580 2.8 2019 35.5 13,094 30,806 403,373,764 3.0 2020 34.8 13,249 32,642 432,473,858 7.0 2021 34.8 13,133 36,144 474,679,152 4.2 2022 36.4 12,965 39,511 512,260,115 2.6 2023 36.9 13,111 42,711 559,983,921 2.7 2024 37.7 12,991 45,624 592,701,384 2.9 2025 38.0 12,991 46,993 610,482,426 3.6 Data Sources: (1) Median age is from www.city-data.com website. (2) Population data is obtained from the Metropolitan Council website. Current fiscal year is estimated by city staff. (3) Per capita personal income is obtained from the Metropolitan Council website. Current fiscal year is estimated by city staff. (4) Personal income is calculated based on the population and per capita personal income. (5) Unemployment rate information is from DEED for Ramsey County. -113- THIS PAGE INTENTIONALLY LEFT BLANK CITY OF MOUNDS VIEW Principal Employers Current Year and Nine Years Ago 2025 2016(1) Employer Employees Rank Employees Rank Medtronic,Inc. 3,500-5,000 1 4,100 1 Sysco Minnesota 500-550 2 470 2 Multi-Tech Systems 300-500 3 200 3 General Pattern 220 4 — — Mounds View School District 153 5 96 8 Excel Engineering 127 6 100 7 Owens&Minor 75-125 7 123 6 BioLife Plasma Service 75-100 8-11 90 10 CG Hill&Sons 75-100 8-11 — — Fed Tech 75-100 8-11 — — Bimbo Bakeries 75-100 8-11 — — Midwest Medical Services — — 142 4 Allina Ambulance Services — — 140 5 Quanex — — 95 9 Total city employees 6,950 (2) 6,636 (1) Information only readily available for the listed employers. (2) This is an estimate. Note: This does not purport to be a comprehensive list and is based on available data from the City's 2020 Official Statement and updates received since then. Some employers do not respond to inquiries for employment data. Source: City staff research;Metropolitan Council;EDA;MN DEED -114- CITY OF MOUNDS VIEW Full-time Equivalent City Government Employees by Function Last Ten Fiscal Years Fiscal Year 2016 2017 2018 2019 Function General government 6.00 6.00 6.50 6.50 Public safety Police Officers 19.00 19.00 21.00 21.00 Civilians 3.00 3.00 2.00 2.00 Streets and highways Administration/engineering 4.00 4.00 4.00 4.00 Maintenance 3.25 3.25 3.25 3.25 Culture and recreation Parks 2.00 2.00 2.00 2.00 Community center 1.00 1.00 1.00 1.00 Cable 1.00 1.00 1.00 - Economic development EDA 0.75 1.00 1.00 1.00 Community development 4.00 4.00 4.00 4.00 Water 2.25 2.25 2.25 2.25 Sewer 2.25 2.25 2.25 2.25 Storm water 1.25 1.25 1.25 1.25 Total 49.75 50.00 51.50 50.50 Source: Finance department -115- 2020 2021 2022 2023 2024 2025 6.50 6.50 6.50 6.50 7.00 6.88 21.00 21.00 21.00 21.00 21.00 20.00 2.00 2.00 2.00 2.00 2.00 2.00 4.00 4.00 4.00 4.00 5.50 5.50 3.25 3.25 3.25 2.75 2.75 2.75 3.00 3.00 3.00 3.00 3.00 3.00 2.00 4.00 6.50 7.50 8.00 8.00 1.00 1.00 1.00 1.00 1.00 1.00 4.00 4.00 4.00 4.00 4.00 3.00 2.25 2.25 2.50 2.50 2.50 2.50 2.25 2.25 2.50 2.50 2.50 2.50 1.25 1.25 1.25 1.25 1.25 1.95 52.50 54.50 57.50 58.00 60.50 59.08 -116- CITY OF MOUNDS VIEW Operating Indicators by Function Last Ten Fiscal Years Fiscal Year 2016 2017 2018 2019 Function Public safety Police Physical arrests—adults 214 251 433 628 Calls for service 9,979 12,215 11,007 12,313 Traffic citations 672 808 873 752 Accidents 281 214 267 267 Fire Number of calls answered 274 270 203 221 Inspections 93 53 60 142 Streets and highways Streets reconstructed(miles) 2.60 0.70 0.97 0.70 Pothole material(asphalt tons) 95.0 84.0 56.0 11.0 Economic development Permits issued 662 334 679 766 Permit value(thousands$) 6,192 15,321 18,658 27,468 Water Water main breaks 7 8 9 9 Residential service line breaks 10 15 19 10 Average daily consumption (thousands of gallons)(billed) 1,021 1,018 1,081 936 Sanitary sewer Average daily sewage treatment (thousands of gallons)(MCES) 1,006 1,099 1,075 1,046 Note 1: Indicators are not available for the general government, culture and recreation, storm water and street light functions. Note 2: The City contracts with Metropolitan Council Environmental Services for sewage treatment. Note 3: The City contracts with Xcel Energy for street lights. Source: Various government departments -117- 2020 2021 2022 2023 2024 2025 269 322 250 234 234 242 10,324 13,368 11,832 10,429 10,398 11,746 487 643 701 610 714 1,305 146 194 186 186 199 232 206 256 305 360 336 296 131 196 188 97 99 56 0.50 - 1.33 1.20 - 0.51 4.5 18.5 18.0 83.8 146.0 207.50 693 751 441 809 1,304 1,264 13,099 10,044 27,923 10,721 11,354 12,424 5 8 9 9 6 7 15 15 22 31 26 15 1,017 1,058 975 1,294 1,081 1,089 1,133 1,057 978 980 967 998 -118- CITY OF MOUNDS VIEW Capital Asset Statistics by Function Last Ten Fiscal Years Fiscal Year 2016 2017 2018 2019 Function Public safety Police stations 1 1 1 1 Patrol units 6 6 6 6 Fire stations 1 1 1 1 Streets and highways Streets(miles) 43.3 43.3 43.3 43.3 Traffic signals 10 10 10 10 Culture and recreation Parks acreage 123 123 123 123 Parks 11 11 11 11 Tennis courts 4 4 4 4 Basketball courts 9 9 9 9 Soccer fields 4 5 5 5 Volleyball courts 3 3 3 3 Disk golf courses 1 1 1 1 Ball fields 6 6 6 6 Community centers 1 1 1 1 Water Water mains(miles) 47.2 47.2 47.2 47.2 Fire hydrants 481 481 481 481 Maximum daily capacity (thousands of gallons) 5,600 5,600 5,600 5,600 Sewer Sanitary sewers(miles) 44.7 44.7 44.7 44.7 Storm water Storm sewers(miles) 31.4 31.4 31.4 31.4 Street light Streetlights 275 275 275 275 Note: No capital asset indicators are available for the general government, sanitation, and economic development functions. Source: Various city departments -119- 2020 2021 2022 2023 2024 2025 1 1 1 1 1 1 6 6 6 6 6 6 1 1 1 1 1 1 43.3 43.3 43.3 43.3 43.3 43.3 10 10 10 10 10 10 123 123 123 123 123 123 11 11 11 11 11 11 4 4 4 2 2 2 9 9 9 9 9 9 5 5 5 4 4 3 3 3 3 4 4 4 1 1 1 1 1 1 6 6 6 7 7 7 1 1 1 1 1 1 47.2 47.2 47.2 47.2 47.2 47.2 481 481 481 481 481 508 5,600 5,600 5,600 5,600 5,600 5,600 44.7 44.7 44.7 44.7 44.7 43.9 31.4 31.4 31.4 31.4 31.4 31.4 275 275 275 275 275 284 -120- THIS PAGE INTENTIONALLY LEFT BLANK CITY OF MOUNDS VIEW RAMSEY COUNTY,MINNESOTA Special Purpose Audit Reports Year Ended December 31, 2025 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF MOUNDS VIEW RAMSEY COUNTY,MINNESOTA Special Purpose Audit Reports Year Ended December 31,2025 Table of Contents Page Independent Auditor's Report on Internal Control Over Financial Reporting and on Compliance and Other Matters Based on an Audit of Financial Statements Performed in Accordance With Government Auditing Standards 1-2 Independent Auditor's Report on Minnesota Legal Compliance 3-4 Schedule of Findings and Responses 5-6 THIS PAGE INTENTIONALLY LEFT BLANK L13 CARLSON TNDF,PF,NDFNT AUDITOR'S REPORT ON TNTFRNAT, CONTROL. OVER FINANCIAL REPORTING AND ON COMPLTANCE AND OTHER MATTERS BASED ON AN AUDIT OF FTNANCTAT, STATEMENTS PERFORMED IN ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS To the City Council and Management City of Mounds View,Minnesota We have audited, in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States, the financial statements of the governmental activities, the business-type activities, each major fund, and the aggregate remaining fund information of the City of Mounds View, Minnesota(the City) as of and for the year ended December 31, 2025, and the related notes to the financial statements,which collectively comprise the City's basic financial statements, and have issued our report thereon dated April 28,2026. REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING In planning and performing our audit of the financial statements,we considered the City's internal control over financial reporting (internal control) as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the City's internal control. Accordingly, we do not express an opinion on the effectiveness of the City's internal control. A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct,misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control such that there is a reasonable possibility that a material misstatement of the City's financial statements will not be prevented, or detected and corrected, on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance. Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies and, therefore,material weaknesses or significant deficiencies may exist that have not been identified. We identified one deficiency in internal control, described in the accompanying Schedule of Findings and Responses as finding 2025-001 that we consider to be a material weakness. (continued) -1- 763.535.8150 • • • REPORT ON COMPLIANCE AND OTHER MATTERS As part of obtaining reasonable assurance about whether the City's financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements,noncompliance with which could have a direct and material effect on the financial statements. However, providing an opinion on compliance with those provisions was not an objective of our audit and, accordingly, we do not express such an opinion. The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards. CITY'S RESPONSE TO FINDING Government Auditing Standards requires the auditor to perform limited procedures on the City's response to the finding identified in our audit and described in the accompanying Schedule of Findings and Responses. The City's response was not subjected to the other auditing procedures applied in the audit of the financial statements and, accordingly,we express no opinion on the response. PURPOSE OF THIS REPORT The purpose of this report is solely to describe the scope of our testing of internal control and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the City's internal control or on compliance. This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City's internal control and compliance. Accordingly, this report is not suitable for any other purpose. Respectfully submitted, z X � � , /-�-p LB CARLSON,LLP Minneapolis,Minnesota April 28, 2026 -2- LP CARLSON 1NDF.PF.NDENT AUDITOR'S REPORT ON MINNESOTA LEGAL COMPLIANCE To the City Council and Management City of Mounds View,Minnesota We have audited, in accordance with auditing standards generally accepted in the United States of America, and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States, the financial statements of the governmental activities, the business-type activities, each major fund, and the aggregate remaining fund information of the City of Mounds View, Minnesota(the City) as of and for the year ended December 31, 2025, and the related notes to the financial statements,which collectively comprise the City's basic financial statements, and have issued our report thereon dated April 28,2026. MINNESOTA LEGAL COMPLIANCE In connection with our audit, we noted that the City failed to comply with provisions of the claims and disbursements section of the Minnesota Legal Compliance Audit Guide for the Cities,promulgated by the State Auditor pursuant to Minnesota Statutes § 6.65, insofar as they relate to accounting matters as described in the Schedule of Findings and Responses as finding 2025-002. Also, in connection with our audit, nothing came to our attention that caused us to believe that the City failed to comply with the provisions of the contracting—bid laws, depositories of public funds and public investments, conflicts of interest, public indebtedness, miscellaneous provisions, and tax increment financing sections of the Minnesota Legal Compliance Audit Guide for Cities, insofar as they relate to accounting matters. However, our audit was not directed primarily toward obtaining knowledge of such noncompliance. Accordingly, had we performed additional procedures, other matters may have come to our attention regarding the City's noncompliance with the above referenced provisions, insofar as they relate to accounting matters. CITY'S RESPONSE TO FINDING Government Auditing Standards requires the auditor to perform limited procedures on the City's response to the legal compliance finding identified in our audit and described in the accompanying Schedule of Findings and Responses. The City's response was not subjected to the other auditing procedures applied in the audit of the financial statements and, accordingly,we express no opinion on the response. (continued) -3- 763.535.8150 1 www.Ibcarlson.com PURPOSE OF THIS REPORT The purpose of this report is solely to describe the scope of our testing of compliance and the results of that testing, and not to provide an opinion on compliance. Accordingly, this report is not suitable for any other purpose. Respectfull submitted, ��Y,'p'q- ; /-/-%o LB CARLSON,LLP Minneapolis,Minnesota April 28,2026 -4- CITY OF MOUNDS VIEW Schedule of Findings and Responses Year Ended December 31,2025 A. FINANCIAL STATEMENT FINDINGS MATERIAL WEAKNESS IN INTERNAL CONTROL OVER FINANCIAL REPORTING 2025-001 Segregation of Duties Criteria—Internal control over financial reporting. Condition — The City of Mounds View, Minnesota (the City) has limited segregation of duties in a number of areas. Questioned Costs—Not applicable. Context—The condition applies to multiple areas. Repeat Finding—This is a current year and prior year finding. Cause—The limited segregation of duties is primarily caused by the limited size of the City's business office staff. Effect—One important element of internal accounting controls is an adequate segregation of duties such that no one individual should have responsibility to execute a transaction, have physical access to the related assets, and have responsibility or authority to record the transaction. A lack of segregation of duties subjects the City to a higher risk that errors or fraud could occur and not be detected in a timely manner in the normal course of business. Recommendation —We recommend that the City continue to segregate duties as best it can within the limits of what the City considers to be cost-beneficial. Management Response—There is no disagreement with the audit finding. The City reviews and makes improvements to its internal control structure on an ongoing basis and attempts to maximize the segregation of duties in all areas within the limits of the staff available to eliminate or mitigate this internal control weakness. However, the City does not consider it cost-beneficial at this time to increase the size of its staff in order to further segregate accounting functions. -5- CITY OF MOUNDS VIEW Schedule of Findings and Responses(continued) Year Ended December 31,2025 B. MINNESOTA LEGAL COMPLIANCE FINDINGS 2025-002 Claims and Disbursements Criteria—Minnesota Statutes §471.425, Subd. 2. Condition — Minnesota Statutes require prompt payment of local government bills within a standard payment period of 35 days from the receipt of goods and services for governing boards that meet at least once a month. If such obligations are not paid within the appropriate time period, local governments must pay interest on the unpaid obligations at the rate of 1.5 percent per month or part of a month. Of the disbursements tested, 1 of 40 disbursements were not paid within the statutory time limit. Questioned Costs—Not applicable. Context—Of the disbursements tested, 1 of 40 disbursements were not in compliance. Repeat Finding—This is a current year and prior year finding. Cause—This was an oversight by city personnel. Effect — Certain payments made to vendors were not paid within the timeframe as required by state statutes. Recommendation—We recommend that the City review claims and disbursements payment procedures in place to ensure that all invoices are paid within statutory requirements. Management Response — There is no disagreement with the audit finding. The City will review its procedures in place to ensure future compliance with Minnesota Statutes. -6- NAiMAY 17-n.2026 ( ROOTED IN POWERED BY National Public Works Week Proclamation May 17-23, 2026 "Rooted in Service, Powered by Community" WHEREAS, public works professionals focus on infrastructure, facilities, and services that are of vital importance to sustainable and resilient communities and to public health, high quality of life, and well- being of the people of the City of Mounds View; and, WHEREAS, these infrastructure, facilities, and services could not be provided without the dedicated efforts of public works professionals, who are engineers, managers, and employees at all levels of government and the private sector, who are responsible for rebuilding, improving, and protecting our nation's transportation, water supply, water treatment and solid waste systems, public buildings, and other structures and facilities essential for our citizens; and, WHEREAS, it is in the public interest for the citizens, civic leaders, and children in Mounds View to gain knowledge of and maintain an ongoing interest and understanding of the importance of public works and public works programs in their respective communities; and, WHEREAS, the year 2026 marks the 66th annual National Public Works Week sponsored by the American Public Works Association, be it now, RESOLVED, I, Zach Lindstrom, do hereby designate the week of May 17-23, 2026, as National Public Works Week. I urge all citizens to join with representatives of the American Public Works Association and government agencies in activities, events, and ceremonies designed to pay tribute to our public works professionals, engineers, managers, and employees, and to recognize the substantial contributions they make to protecting our national health, safety, and advancing quality of life for all. IN WITNESS WHEREOF, I have hereunto set my hand and caused the Seal of the State (to be affixed), at the City of Mounds View, Minnesota this 11th day of May 2026. Zach Lindstrom, Mayor (Seal) THIS PAGE LEFT BLANK INTENTIONALLY Item No: 06C MOUNDS REM Meeting Date: 05/11/2026 111ViJJ REM Type of Business: Special Order of Business Administrator Review: City or Mounds View Starr Report To: Honorable Mayor and City Council From: Ben Zender, Chief of Police Item Title/Subject: 2026 Quarter 1 Report Background: As part of the City Strategic Plan process, Department Heads provide a quarterly report outlining the status of their projects and percent completed in achieving the goals and policies adopted by the City Council through the Strategic Plan. Discussion: At the beginning of 2026, the Mounds View Police Department is continuing to work on action steps and tasks in order to fulfill the goals and strategies to support the City Councils Vision and Mission as outlined in the 2026-2028 City Strategic Plan. The Mounds View Police Department continues to work on recruitment, retention, wellness, proactivity, and outreach. Strategic Plan Vision/Strategy/Goal: Vison: A progressive community that is welcoming, and a desirable destination to all ages and cultures, who seek progress through partnerships, and where residents can work, live, and play safely and show pride in the community. Goal A: Increased enforcement and responsiveness to drugs, traffic, code violations, and petty crimes. 1 . VCET continues to make several major narcotic arrests 2. An Officer was nominated for traffic related awards to include the MADD Awards and enforcement awards through the Office of Traffic Safety 3. Flock Camera Safety Systems are installed throughout the city Goal B: Continue community outreach programs. Support and encourage MVPD continuing new outreach opportunity efforts and activities such as: The New Americans Academy, CPR training, Shop with a Cop, Night to Unite, neighborhood outreach, walking and driving in neighborhoods to hand out police sticker badges to kids and other activities. 1 . Increase social media presence and activity through Twitter, Next Door, Instagram, and now the MVPD has a Facebook page! 2. Participated in High School Career Fair at Spring Lake Park High School. 3. Participated in Coffee with a Cop event at City Hall. 4. Officers trained Public Works employees in CPR, AED, and First Aid 5. Chief Zender attended an awards and promotion ceremony at SBM Fire. 6. Officer Boscardin was recognized at a MN Wild Game as a Community Hero 2026 MVPD Quarter 1 Report Page 2 Goal C: ID other community outreach programs that are not so reliant upon the PD and its resources, utilize the Community Center & its programs or new resident security systems workshop/seminar, etc. 1 . Continued partnership with the Mounds View Police Foundation to include a bake sale at the Project Ardan Yard & Garden Expo at the MVCC 2. Partnered with the Mounds View Police Foundation for the 9th Annual Daddy/Daughter Dance 3. Officers participated in the Polar Plunge where we raised over $1,200 for Special Olympics MN 4. Chief Zender and DC Hellpap attended an outreach and security meeting with The North Church 5. Continued partnership with Ramsey County Attorney's Office with Collaborative Sexual Assault Reform, Juvenile Justice, and cooperation for DNA evidence collection for gun cases 6. Chief Zender and DC Hellpap attended the Ramsey County Sheriff Emergency Response Team (SERT) meeting as well as Ramsey County Emergency Management meetings. 7. NRO continuing to work on the apartment coalition program along with Roseville PD 8. NRO continuing to work with Northeast Youth and Family Services to provide mental health consulting and community support services 9. Chief Zender attended the NYFS board meetings 10.3 Officers were presented with the Life Saving Award and will be recognized at the statewide Minnesota Chiefs of Police Executive Training Institute (ETI) Conference in St. Cloud. 11 .Participated in discussions with Sen. Amy Klobuchar and the White House Border Czar Tom Homan concerning immigration enforcement and the impact on our community. Goal D: Expand on New Americans Academy, as well as ID & creating regular meetings with Neighborhood Captains Program 1 . Chief Zender is continuing to expand the Everbridge Emergency Notification Alert System and meeting with daycare providers, school partners, and clergy. 2. DC Hellpap has regular meetings with the school liaison and officials. Goal E: Speeding: Continue traffic enforcement as staffing commitments allow, especially around school bus stops. 1 . We have received 2 new solar speed signs that will be installed throughout the city when feasible. One permanent solar speed sign has already been installed. 2. 2 portable speed signs are being deployed throughout the city to problem speed areas. 3. Officers have participated in several DWI, speed enforcement, seat belt, and distracted driving details through the Ramsey County Traffic Safety Initiative (RCTSI). 4. School Resource Officer (SRO) and on-duty officers have followed school bus routes to proactively enforce stop arm violations. 2026 MVPD Quarter 1 Report Page 3 Goal J: Consider reinstating a full-time NRO for continued community relations & outreach based on staffing needs. 1 . NRO is working a full-time patrol schedule while balancing NRO duties. MVPD is committed to having a full-time NRO when staffing allows. 2. MVPD is continuing to recruit new candidates to make the full-time NRO position possible. Financial Impact: No financial impact. This is the quarterly status report that requires no funding. Recommendation: Staff recommends the City Council hear an update of the 2026 quarter 1 report and ask questions as necessary. Respectfully Submitted, r Ben Zender Chief of Police THIS PAGE LEFT BLANK INTENTIONALLY AAA Mounds View Police Department 2026 Quarter 1 Report Mounds View Police 2026 Quarter 1 Synopsis Recruitment and retention will continue to be a priority as we are still not fully staffed. Currently, we have 18 officers and two Community Service Officers (CSOs). That said, we do have 1 prospective candidate going through our hiring process and we look forward to hiring this candidate. MVPD is continuing to increase our social media presence by adding Facebook to our social media platform which will allow us to engage with the community in a more effective way. MVPD attended a career fair at Spring Lake Park High School. This is a great way for the MVPD to get out and promote the PD in a positive way as well as a great way to recruit! The Mounds View Police Department continues to engage in outreach activities. MVPD partnered with the Mounds View Police Foundation with our 9' annual Daddy/Daughter Dance. This continues to be one of the most requested and sought-after outreach events that is offered. MVPD also participated in the Polar Plunge where we raised over $1 ,200 for Special Olympics MN. We also participated in a Coffee with a Cop event, and it was well attended with positive citizen interactions and police conversations. Investigator Solz, Officer Garcia, and Officer Boscardin will be awarded the lifesaving award at the statewide Minnesota Chiefs of Police Executive Training Institute (ETI) Conference in St. Cloud. This award is related to the actions they took to successfully save the life of a shooting victim at the Townsedge Mobile Home Community. Officer Ohlendorf was also recognized by the MN State Mothers Against Drunk Driving (MADD) office for his proactive efforts in enforcing traffic laws by arresting impaired drivers and making traffic safety a priority. His efforts have a significant impact on the safety of the community. Officer Ohlendorf will be recognized at the Annual Law Enforcement Recognition Awards Event in May. In addition to increased traffic enforcement efforts, Flock Camera Safety Systems are installed throughout the city, and they are already making a positive impact in our community. Various training opportunities were made available throughout this quarter to include firearms training, defensive tactics training, less than lethal weapons training (Taser, Bolawrap, 40mm impact munitions, chemical irritant training), and ballistic shield training. Officers also successfully made the firearms transition from the .40 caliber handgun to the 9 mm handgun. This transition included new optics, lights, and holsters. Seeing firsthand and from reviews of other officers and the instructors, this was a very positive change and needed upgrade. We are also looking forward to taking custody of a new K9 this spring! Officer Kammerer was selected to be the next handler, and this K9 team are scheduled to attend the TAC 21 patrol dog certification course this spring. Officers also attended various professional development training to include investigations training, narcotics training, and leadership courses. MVPD will continue to invest in our officers by a variety of avenues to include officer professional development, training, and officer wellness. As we move into spring, the MVPD will continue to be active in the community with various outreach activities, proactive patrols/enforcement, and training opportunities. r, In January 2026, Ramsey County VCET, DEA, HSI conducted an operation which resulted in seizure of numerous arrests and 80 pounds of methamphetamine. In January 2026, Ramsey County VCET assisted with a homicide investigation which stemmed from a suburban agency within Ramsey County. Within hours, the suspect was located which led to a pursuit and his eventual arrest. In February 2026, DEA assisted the FBI with 14 Search Warrants which led to the arrested of numerous indicted individuals. Law Enforcements seized approximately 14 firearms, 6.5 kilos of fentanyl, 2 kilos of cocaine, and over $100,000 US Currency. In March 2026, Ramsey County VCET and DEA assisted a Midwestern State with the interdiction of a semi-truck which contained nearly 200 pounds of methamphetamine. Ramsey County and DEA conducted a controlled delivery of the methamphetamine to the awaiting customer in Minnesota who was taken into custody and later admitted to her/his role in the Drug Trafficking Organization. In March 2026, Ramsey County VCET and DEA assisted the same Midwestern State with the interdiction of a semi-truck which contained multiple kilograms of fentanyl. Ramsey County and DEA conducted a controlled delivery of the fentanyl to the awaiting customer in Minnesota who was taken into custody. The suspect denied knowing anything about the fentanyl or being involved in drug trafficking. -A Via I Iv i 4 Y y +t �� Y _ . iy 1 r i aooib=0.51b 11 2026 1st Quarter Report—Neighborhood Resource Officer The NRO had responded to 156 calls for service in the first quarter and participated in about 3 community outreach events. 33 of the cases were investigations received from Child Protection and Adult Protection reporting maltreatment of children and vulnerable adults. During the first quarter, the NRO maintained full-time patrol status on the daytime shift to assist with covering the vacant positions within the department. During the first quarter of 2026, the Mounds View Police Department continued efforts that have been established with the Crime Free Multi Housing Apartment Landlord Coalition. The NRO meets with property managers individually as requested to review possible violations and concerns. The NRO also works with the City of Mounds View's code enforcement division to partner on any ongoing and necessary property management issues. No strike letters were issued in quarter one through the Crime Free Multi Housing Coalition. The NRO has continued to work closely with Northeast Youth and Family Services to provide aid for youth, adults, and families in need of mental health counseling and community support services. During the first quarter, 4 new referrals for services were submitted. The NRO is continuing to work with NYFS on previous cases that had been referred for service as well, which continue to primarily focus on housing assistance. Community Outreach Events, and collaborated efforts have continued between the NRO and the Mounds View Police Foundation. In early February, the 9th annual Daddy Daughter Dance was hosted by the Mounds View Police Foundation. Feedback we received from participants was positive, with many highlighting what an enjoyable event it is. Like years past, the MVPD continued our participation in the Polar Plunge for Special Olympics and raised over $1 ,200 through donations and pledged amounts. The NRO also participated in the Spring Lake Park High School Career fair, and the Lawn and Garden show held at the MVCC. The NRO continues to monitor and stay consistent with predatory registry in Mounds View. The NRO meets with predatory offenders to ensure information and employment records remain current. Over the course of the first quarter, the NRO had 6 calls for service regarding predatory offenders. Many of which stemmed from Offenders updating their information to remain current and in good standing. The NRO will continue to review the city ordinance with registered offenders who are considering moving into Mounds View and ensure they are not in violation. Current and relevant information will always be posted on the MVPD Social media pages. Nextdoor.com, X (formally Twitter), Instagram, and now Facebook are platforms the department utilizes to connect with residents and promote information and events. The NRO works with others in the office to manage social media ensuring important updates are posted quickly and accurately. Edgewood Middle School and Pinewood Elementary School SRO Quarter 1 Report January 2026 — March 2026 Officer Garcia continues to work closely with Edgewood Middle School and Pinewood Elementary School and supports the schools during the second half of the school year. Officer Garcia continues to conduct interior patrols of both schools and attends grade level lunches and ensures a safe environment for students and staff. During this quarter, Officer Garcia participated in several school community events. She attended Pinewood Elementary's school dance, where she had the opportunity to connect with students and parents in an upbeat after-school setting. While she may not have joined the students on the dance floor, she encouraged them to showcase their best moves. In March, Edgewood Middle School hosted a Polar Plunge event in support of Special Olympics Minnesota. Students raised over $3,200, with 39 participants braving the cold water on March 31. '3 •�3f 4 `vv �Y k� �a _s As the school year progresses, Officer Garcia remains actively engaged in crisis response, student and parent meetings, and investigations. During the first quarter, she responded to the following school-related calls for service: • 7 — Investigative Incidents • 4 — Juvenile Incidents • 2 — Person in Crisis • 2 — Recovered Property • 1 — Civil Matter • 1 — Medical • 1 — Harassment report • 1 — 911 Hang up • 1 —Assist Other Agency • 8 — Traffic stops Notable Incidents: On 02/05/2026, Officer Garcia assisted the New Brighton DPS and SRO at Irondale High School for a Mounds View resident student who was a suspected victim of maltreatment/neglect and abuse. Officer Garcia partnered with NBDPS SRO and Ramsey County Child Protection to place the student with a trusted family member. No charges were filed with Mounds View Police Department. On 03/24/2026, Officer Garcia investigated an assault that took place at the 5300 block of Edgewood Dr involving several Edgewood Middle School students. Two students engaged in a fight while several other students stood by and encouraged and recorded the fight. Officer Garcia interviewed all parties involved and ultimately charges were not requested at this time. On 03/27/2026, Officer Garcia investigated a later determined assault at the 5100 block of Edgewood Dr. A student assaulted a teacher who was unprovoked. The student became upset after the teacher would not allow the student to use his school laptop. The student chased after the teacher and struck the teacher on the back of the head causing injury. After interviewing all parties involved, charges were requested. This case is pending. Looking ahead, Officer Garcia remains committed to supporting both schools as they move into the busy final months of the academic year. With warmer weather approaching, she looks forward to increased engagement with students during outdoor activities at Pinewood Elementary. Officer Garcia remains dedicated to maintaining a safe, secure, and positive school environment. INVESTIGATOR ERICKSON 2026 QUARTER 1 INVESTIGATIVE HIGHLIGHTS In the 2026 1 st quarter, 23 cases were investigated by Investigator Erickson. Of those cases, 12 cases were charged out by arrest. 5 cases are still under investigation, and 7 cases are under review for charges. Among the cases: • 1 Violation of Order for Protections • 3 Traffic Related Arrests • 7 DWI Related Arrests • 1 Weapon involved case • 1 Emergency Risk Protection Order Involved case • 1 recovered Firearm case • 1 Criminal Damage to Property Case • 1 Narcotics investigation case • 1 Fraud/Forgery Investigation • 2 Criminal Sexual Conduct Investigation • 2 Assault Cases • 1 Child Pornography/Internet Crimes Investigations Hayley Aymar Missing Person Case On December 29, 2015, the Mounds View Police Department (MVPD) received a missing person report on Haley Elizabeth Aymar. She was last seen by a friend in downtown Minneapolis on December 3, 2015, which was also the date of her last social media update. In the past 10 years, MVPD and investigators have thoroughly investigated the case, following up on numerous leads and tips related to the investigation of her disappearance. On March 1, 2025, a human skull was found in the Lake Jones area of New Brighton. The New Brighton Department of Public Safety (NBDPS) conducted a three-day search of the heavily wooded and wetland area for further evidence. Several other bones were found in the marsh area but determined not to be human bones. The skull was sent to the Hennepin County Medical Examiner and determined to be a human skull of an unknown female. Investigator Erickson and Deputy Chief Hellpap worked with the BCA, Hennepin County Medical Examiner, and New Brighton Department of Public Safety on the investigation. A dental record was provided for comparison and was completed on the skull in early 2026. The skull was identified as Haley Elizabeth Aymar. Deputy Chief Hellpap, Inv Erickson, and NBDPS Detectives worked together to locate Haley's family members to notify them of Haley's passing. NBDPS has taken over the death investigation and has created a tip line for any information that could assist in regarding the manner of her death. 1st Degree Criminal Sexual Conduct On January 30', 2026, Mounds View Police received a report from the victim's friends that the 17-year-old female victim has confided in them that she has been sexually assaulted by her biological father for the last 4 years. She did not want to make the report until she was 18 years old out of fear of what her father would do. Her father had sexually assaulted her as recently as a week earlier at a hotel in Perham MN. Mounds View Police Officers and Investigator Erickson followed up on the allegations. She said that he used to take her to hotels a lot to sexually abuse her, but he was spending too much money, so it now occurs half the time at home and half the time at hotels. She said that her father sexually abuses her three to four times a week. Investigator Erickson worked with Officers to locate and arrest the suspect on February 1 , 2026. Further investigation by Investigator Erickson included search warrants for the suspect's vehicle, the suspect's house, the suspect's phone, and the suspect's discord account that he was privately communicating with his daughter. Additionally, SANE exams for the victim and a search warrant for a Suspect Exam were also completed. The suspect was charged by the County Attorney for 1st degree and 3rd Degree Criminal Sexual Conduct. 4t" Degree Criminal Sexual Conduct On 1-14-2026, Investigator Erickson investigated a case regarding an adult male that was grooming and sexually exploiting his teenage juvenile neighbor. The male had been spending time with the victim, purchasing gifts for him, and had made sexual contact with the victim. Recovered Stolen Vehicle On 5-28-2021 , Mounds View Police took a report of a vehicle that was stolen from the lot of a car dealership. In January 2026, Inv Erickson received a call that the vehicle was recovered. The vehicle was owned by a male in Wisconsin that brought the vehicle in for maintenance work at the mechanic. The mechanic ran the engine which was then flagged as stolen. It had not shown stolen before because the VIN numbers were changed. Inv Erickson worked with the dealership, the insurance company, and the current owner of the vehicle to close the vehicle as stolen. Recovered Handgun Investigator Erickson has been investigating a case where officers were called for a resident in Mounds View that was in possession of a handgun that he claimed to have found under a picnic table at the Spring Lake Beach. Further investigation with the handgun showed that it was used in a shooting in Minneapolis. Extreme Risk Protection Order Officers were called for a female in crisis making several comments involving a handgun. MVPD confirmed the female did own handguns. MVPD applied for an Extreme Risk Protection Order to remove all firearms from the female's possession which was signed by the judge. Inv Erickson and MVPD took custody of all firearms belonging to the female. Child Pornography/Internet Crime Investigator Erickson received a Cybertip of Child Sexual Abuse Material in the 7100 block of Silver Lake Road. The case was investigated by Investigator Erickson INVESTIGATOR SOLZ 2026 QUARTER 1 INVESTIGATIVE HIGHLIGHTS • 23 cases investigated • 15 cleared by arrest • 2 exceptionally cleared • 6 awaiting evidence/under investigation 13 Traffic 2 Thefts 2 Criminal Sexual Conduct 1 Fraud -Case Highlights- Domestic Assault/ Sexual Assault Victim was held against her will by boyfriend and was assaulted. Followed up with victim and conducted several follow up interviews. Suspect was charged in custody. Stolen Vehicle recovery License plate reader hit of stolen vehicle. Located vehicle at Walgreens, conducted surveillance and coordinated with other marked squads to safely apprehend both occupants who also shoplifted. Stolen Vehicle recovery Stolen vehicle recovered off LPR hit. Followed up with original reporting agency which led to getting the suspect charged in custody. Sexual Assault Victim reported a CSC that occurred 2 years ago. I conducted several follow up interviews and tracked down relevant evidence. Served a search warrant on suspect and his apartment which is in Mounds View. Formal charges pending DNA test results. Sexual Assault Victim was sexually assaulted by her cousin. Attempted multiple different avenues to contact the victim and contacted Ramsey County SOS to try and contact the victim. Case was closed out due to lack of victim cooperation. Credit Card Fraud Suspect used stolen credit cards at multiple businesses in Mounds View. Identified suspect after sending out a crime alert. Suspect is also suspected in several other Financial Transaction Card Fraud (FTCF) and check frauds across the metro. Charges pending. Child Custody Dispute Mother sent 6-year-old on a plan to Virgina to visit biological father and now the father to refusing to give back child due to safety concerns with mother. Worked with Anoka County CPS and tracked down father to set up a plan. No current charges, still under investigation. SWAT Deployments: St. Anthony Homicide Responded to St. Anthony for a double stabbing. Flew a drone and cleared apartment. Suspect was arrested in Duluth a few hours later. St. Paul Warrant Assisted with serving of search warrant for a male with a 2nd degree murder parole violation. Suspect taken into custody without incident. Roseville Barricaded suspect Male barricaded with a rifle inside of an apartment wanted for 2nd degree assault. Suspect was taken into custody without incident after an extended negotiation. Search warrant for Minneapolis PD Served search warrant in the City of Vadnais Heights for a Minneapolis Robbery suspect. Taken into custody without incident. Training Conducted several on duty training courses for patrol to include basic hostage rescue principles, advanced less lethal tactics, gas mask training, and ballistic shield. I � ' I 2026 Quarter 1 Report: Ofc. Aase (K9 Brandi) Assist Other Agency - New Brighton PD — Vehicle Pursuit — Interstate 694/Matterhorn Drive - K9 Track On 1/8/26 at 0108 hours, Officer Aase assisted New Brighton Police Department with a K9 track after a vehicle pursuit that started at Interstate 694 and Matterhorn Drive in Fridley. The suspect vehicle was located near the intersection of Polk PI and 50th Ave NE in Columbia Heights. The suspect was said to be a black male wearing a blue baseball cap and fled on foot from the vehicle. Officer Aase and K9 Brandi attempted a track. K9 Brandi tracked south from the stop location near 1020 50th Ave NE. K9 Brandi followed the track east in front of 1055 Lincoln Terrace all the way to 1135 Lincoln Terrace. Officer Aase and K9 Brandi reacquired the track on the south side of Lincoln Terrace in front of 1110 Lincoln Terrace. The track then went back north to 1135 Lincoln Terrace and headed east. K9 Brandi continued to track east up to 1175 Lincoln Terrace and gave indication the suspect was close by air scenting and showing excited behavior. K9 Brandi located the suspect hiding on top of a shed, and the suspect was taken into custody. A firearm was also later located where the suspect was hiding. Assist Other Agency - New Brighton Department of Public Safety - Building Search - 1100 Silver Lake Road On 1/14/26 at 0141 hours, Officer Aase was requested by the New Brighton Department of Public Safety for a building search at 1100 Silver Lake Road (New Brighton Ford). It was learned two large commercial garage doors were open and there was a suspicious vehicle near the parking lot with the driver's door open. Prior to arrival, a perimeter was established. Officer Aase and K9 Brandi, along with a cover team performed an extensive search of the building with negative results. Officers then performed a secondary search of the building with negative results. K9 Sniff Officer Aase observed a driver driving the wrong way down the roadway. Officer Aase stopped the vehicle and spoke with the driver. The driver was leaving a known narcotics location. The driver stated she was visiting her friends that live there and they've lived there for two months. The driver said she stopped by. The driver didn't realize they were in the wrong lane. Officer Aase also noticed through a records check that the driver had a history of drug use. Officer Aase was denied consent to search the vehicle from the driver. Officer Aase deployed K9 Brandi for a vehicle sniff. K9 Brandi did not alert to the presence of narcotics and the driver was released. Pursuit — K9 Track On 2/1/26 at 1959 hours, Officer Aase responded to the area of Highway 36 and Arcade Street for a K9 track. Officer Tan was just involved in a vehicle pursuit in Maplewood. The vehicle crashed and two occupants bailed on foot. A loaded firearm was located in the suspect vehicle. Officer Aase and K9 Brandi responded. Officer Aase ran cover for Roseville K9. Shortly after, Officer Aase went to retrieve K9 Brandi to relieve the Roseville K9. During that time, Officer Aase noticed a suspicious call in pending a block away referring to a male running through yards. Officer Aase and Ramsey County Deputies went to investigate. Officer Aase deployed K9 Brandi on lead and located the suspect standing at the front door of 2457 Dianna Ln in Little Canada. The suspect was taken into custody without incident. Officer Aase then responded to the 600 block of County Road B2 East to relieve the Roseville K9. Officer Aase deployed K9 Brandi on lead and took over the last known area of the track. K9 Brandi showed clear indication of human odor and followed fresh footprints in the snow. Officers got near a residence at 615 Viking Drive E when K9 Brandi began to show interest that she was in odor and the suspect was close. Officer Aase gave a proximity alert knowing K9 Brandi was in odor. Trooper 9 stated the suspect was just seen running across Highway 36 heading south. Deputies took the suspect into custody on the south side of the highway. K9 Brandi was returned to the squad car and secured. Assist Other Agency - New Brighton Department of Public Safety - Burglary On 2/5/26 at 0511 hours, New Brighton Police Department requested a K9 to respond to 790 County Road D W for a burglary of a bar. Officer Aase and K9 Brandi responded to assist. Officer Aase and K9 Brandi searched the bar with negative results. It was later learned the suspects did a smash and grabbed the pull tabs and fled out the back door into a vehicle. Assist Other Agency — New Brighton Department of Public Safety — Assault On 3/18/26 at 0445 hours, New Brighton Police were dispatched to 2244 Leona Drive for an assault. Call comments stated a male grabbed a female by the throat. Call notes updated that people were locking themselves in the bedroom and they could hear a male screaming. Officer Aase and K9 Brandi responded to assist. Officer Aase held rear guard on the southwest corner of the residence with K9 Brandi. Officer Aase and K9 Brandi remained at the rear of the residence for approximately 30 minutes. The suspect was identified and he was wanted for 3rd degree assault and threats of violence. Officers ended up getting consent to enter the residence to search for the suspect. After the initial search, the suspect was not located. Officers were given consent a second time and located the suspect hiding in a crawl space underneath the stairs. The suspect was taken into custody. Mounds View PD Reserve Unit 2026 Quarter 1 Report Reserve Officers volunteered a total of thirty-one and a half hours (31.5) in the first quarter of 2026. Reserve Officer Traczyk assisted our front desk staff and Reserve Officer Lueck is completing mandatory training as part of his field training process. Reserve Officer Lueck has successfully completed Taser training and defensive tactics training. Officers have trained Reserve Officer Lueck on squad inspection, geography, radio use, and officer safety tactics. Reserve Officer Lueck's training also consists of responding to calls for service with officers. Sgt. Hanson conducted numerous interviews with potential candidates but unfortunately none of the candidates met the Mounds View Police Department's standards. The Reserve Officer application process remains open as we continue to look for viable candidates. M 4 �P 2026 Quarter 1 Stats Mounds V*iew Police Department 1.1.2026 - 3.31.2026 Calls for Service Traffic Stops Motor Vehicle Accidents 2906 ° ° 1264 O14 0 46 .J p Physical Arrests h .;4`e Warrant Arrests Thefts 50 5 38 d DWI's O Citations `1• Assaults 27  283 15 a *Multiple offenses may be associated with a single incident r Multiple individuals may have been arrested in a ;Ci, single incident j An individual may have been arrested for multiple offenses. F� P �,YNESO4 * POLICE MOUNDS • DEPARTMENT IFNI PoLICE 4. 2026 QUARTER 1 PICTURES f - �V1 Aor VONdw �F 00 1 i 4 I to At TO off if 1 _ i_tpr oaf. 4 7• I �y�,� A* POLRR PLRNOE � 1 I 71n Shield .II Douce v�tiF, !�i r� ° �,F`;'!,;..�,Hea+ b"t�s� +:-"s.:'\,�.�.�- r - _.-ee►r-, T .r MOUNos view w �► �ti\ 1 R Aye I _ 1 a f - i I � r I �r 1 FAr � _� �1 . ;� �`� 7 �: �,• � ,. � i �,r,,,r„�.r - a� � - o ,� y✓ - ;. i ,r, � . .�• � .. ,�, �. e �J 3 � - e �* '. �� � � •.may..•. f � r` •I r • i lr� tw 1� • • • • • . 0 0 0 V Shop happy' LiV- , •`r OMMUNI rr HERO 41 e' A THAN HOSCARO/N MDUNDSVIEW PD Cub A A A NYRBas., 3�oP�,od � OF mIN 17 500 35 CASINO ARENA GRAND Shop haPPSI- V V.V V V .. t !COMMONITY HERO . .. Alsvlw H05CA ol RO/N - - Cub P� NYR�4„ = 3A7.1 PM IN � _ fl � o���•--�y.� Ndai� `4r I I ��O,�p,GH1EFg0� m MINNESOTA CHIEFS OF POLICE ASSOCIATION 0 to f Item No: 08A SAT Meeting Date: May 11, 2026 MOU--N-DtS -IL 1�V Type of Business: CB Administrator Review: City of Mounds View Staff Report To: Honorable Mayor and Mounds View City Council From: Evan Monson, AICP, Stantec, City Planner Item Title/Subject: Suite Living Senior Care of Mounds View Address: 7687 Long Lake Road (Parcel ID 083023220038) Zoning: Planned Unit Development (PUD), Corridor 10 Overlay Owner: Free Life Family Worship Center Applicant: Jeremy Larson — Hampton Companies, LLC Review Period: 60-day review period ends 6/23/2026, 120-day review period ends 8/22/2026. Request(s): Resolution 10251 Approving the Final Plat and Wetland Buffer Permit for a Subdivision of 7687 Long Lake Road Introduction: The applicant, Hampton Companies, is proposing to develop a memory care and assisted living facility within the city. The applicant is working with the Sunrise United Methodist Church property to develop the facility on the southern half of the church's property. The facility would, per the applicant's plans, have 32 total suites/units - 20 suites/units with assisted living services and 12 suites/units with memory care services. The applicant previously had submitted the following requests to the city: 1. A preliminary plat request to split the property into two lots, platted as Suite Living of Mounds View. 2. A request to amend the city's Comprehensive Plan to reguide the site as `mixed use' in the city's Future Land Use Map. 3. A rezoning request to rezone the site as Planned Unit Development (PUD). The city held public hearings on the three rquests at the city's Planning Commission on 2/18/2026. The preliminary plat and Comprehensive Plan Amendment were both approved by the City Council on 2/23/2026 (packet and minutes), while the rezoning was approved by the council on 3/9/2026 (packet and minutes). The Metropolitan Council approved of the Comprehensive Plan Amendment on 3/23/2026. The applicant has now submitted their final plat for approval, their Wetland Buffer Permit application, and final PUD plan. A final plat is the second of two steps for a subdivision to occur. The City Council can approve or deny a final plat per Section 158.026(C) of city code. A wetland buffer permit request can be approved or denied by either the city's Community Development Director or City Council, per Section 159.008(F). Per Section 160.318(D), a final PUD plan can be approved administratively by staff. City Council Staff Report 5/11/2026—Final Plat and Wetland Buffer Permit 7687 Long Lake Road Page 2 "2557-�, no_o •_ County Road 1/CSAH 3 • ��t T • f� hilt= 750S ; r 6,1 Al .t1�f '' • ,i r i 04 7rr4 r ° Mounds View - v i Square o 1 s_ radaft Cn 0 f• / i654 ' ' 76Q6� i � 650�7,Y ' � F Bronson Drive G y Ala J ! •� Mounds View Public Wol" I r � Figure 1:Aerial of site,per Ramsey County GIS. Parcel lines of site are outlined in red. Evaluation: Comprehensive Plan The Comprehensive Plan serves as a blueprint for development within the city. Land use decisions (such as rezonings, text amendments, subdivision approvals, variances, etc.) must be consistent with the adopted Comprehensive Plan. The Mounds View Vision A Thriving Desirable Community City Council Staff Report 5/11/2026—Final Plat and Wetland Buffer Permit 7687 Long Lake Road Page 3 The city's current Comprehensive Plan (the 2040 Comprehensive Plan) contains a future land use map, which guides development or redevelopment of parcels by designating what use(s) are to be allowed in the future. As mentioned previously, the city recently approved an amendment to the map to guide the applicant's site as `mixed use'. This was done for the following reasons: • The site would no longer be tax-exempt property; parcels in the public/semi-public designation are tax-exempt uses (such as schools, government buildings, places of worship, etc.) • Planned Unit Developments are encouraged to occur in areas guided `mixed use,' and the applicant's development is being done as a Planned Unit Development (PUD). • The amendment met multiple policies in the city's 2040 Plan. • The amendment was consistent with the city's Mounds View Square Redevelopment Study from 2023, which called for guiding the parcels within the study area (which included the subject parcel) as `mixed-use' to allow for a variety of uses and development options. The study found support for senior housing being added to the study area, with one of the preferred concepts proposing up to 90 units of senior housing be constructed on the subject parcel. With the amendment of the Future Land Use Map being approved by the Metropolitan Council, the proposed final plat to split the property into two lots would be consistent with the `mixed-use' designation for the site. The water resource policies in the 2040 Plan would also be met with this proposed development, as the city has permitting authority for work or development in the buffer space around a wetland (along with any alterations to wetlands). Subdivision Request The division of land into two or more lots (or adjusting of lot lines) meets the definition of a `subdivision' in the city's subdivision code (Chapter 158). A subdivision is a two-step process; first is a preliminary plat, and the final plat. A preliminary plat shows existing and proposed lot lines, easements, right-of-way (ROW), buildings, wetlands and waterbodies, etc. The final plat shows the proposed or new lot lines and monuments, easements, lot numbering (lots and blocks), waterbodies, and right-of-way (ROW). A final plat will also include areas for singing and recording. As noted previously in this report, the city has already approved a preliminary plat to subdivide this property into two lots. The proposed final plat of Suite Living of Mounds View shows the proposed two lots — Lot 1 on the north side and Lot 2 on the south side of the current property. ROW is shown for the three streets that abut the site (County Road I/CSAH 3, Long Lake Road/CSAH 45, and Bronson Drive). The proposed final plat dedicates or adds additional ROW as was required for preliminary plat approval to make the ROW consistent with adjacent lots and subdivisions. New drainage and utility easements are shown along each lot line, as well as over the wetland that is located on proposed Lot 2. Public Works noted that the easement along Bronson Drive shall be revised to include/allow for the city to install a sidewalk along Bronson Drive in the future. Apart from this, the plat is consistent with the preliminary plat and the city's subdivision code. The Mounds View Vision A Thriving Desirable Community City Council Staff Report 5/11/2026—Final Plat and Wetland Buffer Permit 7687 Long Lake Road Page 4 Wetland Buffer Permit Chapter 159 of the city code is Wetland Zoning, which covers requirements for protection of wetlands in the city. The chapter has two types of permits: • A wetland alteration permit. This is required for any type of alteration to a wetland. • A wetland buffer permit. This is required for any sort of development within the buffer around a wetland. o Section 159.005 defines the wetland buffer as the areas abutting and within 100 feet of a wetland. The intent of the buffer is to have vegetated space between a wetland and development. If there are landscaping, impervious surfaces, or buildings that are over 1,264 SF in size proposed in a buffer area, the wetland buffer permit is to be reviewed and approved by the City Council per Section 159.008(F)(2). Portions of the applicant's development are located within 100 feet of the wetland, hence the need to apply for a wetland buffer permit. At the nearest point, the retaining wall east of the proposed driveway and parking on the site is approximately nine feet from the wetland. Based on staff review, the permit meets the requirements of the city's Wetland Zoning chapter, and can be issued by the city. Staff/ Other Agency Comments Other staff and agencies were contacted to comment; their comments are summarized below: • Engineering/Public Works o Plat ■ Change type of easement along Bronson Drive to one that allows us to install sidewalk (see attached). o Civil Plans ■ Curb removals shall be to the nearest joint. ■ Pavement patch (Bronson Drive) • Width shall be from curb to curb. • Length shall match curb replacement. • Saw cut pavement within an hour of paving to remove rounded edges. • Apply tack coat to all sides of patch. • Type SP 9.5 wearing course mixture (2,C) (SPWEA240C) • Two lifts required. ■ Contact PW for approval of removal limits (curb and pavement on Bronson Drive). • Utility profiles shall be included for the construction plans. ■ Slope arrows shall be included for the construction plans. ■ Multiple sheets with overlapping text, please adjust. • Ramsey County o No comments have been received at the time of drafting this report. • Rice Creek Watershed District o No comments have been received at the time of drafting this report. • Minnesota Department of Transportation The Mounds View Vision A Thriving Desirable Community City Council Staff Report 5/11/2026—Final Plat and Wetland Buffer Permit 7687 Long Lake Road Page 5 o No comments. Options The City Council has the following options: 1. Approval, with findings and with or without conditions. a. The resolution in the meeting packet covers the final plat and wetland permit. 2. Denial, with findings. 3. Table the request for further review/study. Recommendations Staff recommends approval of the proposed final plat Suite Living of Mounds View, subdividing the existing property of 7687 Long Lake Road (Parcel ID 083023220038) into two parcels, as shown on the final plat prepared by Civil Site Group, and a wetland buffer permit to permit development of a proposed memory care and assisted living facility on proposed Lot 2. The following findings and conditions of approval are recommended: Findings for Approval: 1. The property of 7687 Long Lake Road (Parcel ID 083023220038) is owned by Free Life Family Worship Center, and is currently legally described as THE WEST 388.50 FEET OF THAT PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 30, RANGE 23 LYING NORTH OF THE NORTH LINE OF THE SOUTH 15 ACRES THEREOF, RAMSEY COUNTY, MINNESOTA. 2. The applicants, on behalf of the property owner, propose to subdivide the property into two parcels, proposed as Lot 1 and Lot 2. Lot 1 is proposed to be 2.770 acres in size, and Lot 2 is proposed to be 3.581 acres in size, as shown on the preliminary plat of Suite Living of Mounds View and approved by Resolution 10215. 3. The proposed development and subdivision of the site are consistent with the city's 2040 Comprehensive Plan. 4. The property is currently zoned as `Planned Unit Development' (PUD), and is within the County Road 10 Corridor Overlay District. Both of the proposed lots meet the minimum dimensional requirements of the PUD zone. 5. The applicant, on behalf of the property owner, is proposing to construct a memory care and assisted living facility on proposed Lot 2. 6. The proposed final plat meets the requirements of Section 158.026 of city code, and is consistent with the previously approved preliminary plat of Suite Living of Mounds View. 7. The proposed development within the wetland buffer meets the requirements of Section 159.008, is consistent with the preliminary plat of Suite Living of Mounds View previously approved by the city per Resolution 10215. Conditions of Approval: 1. The proposed subdivision shall adhere to the proposed final plat Suite Living of Mounds View, subdividing the existing property of 7687 Long Lake Road (Parcel ID 083023220038) into two parcels. a. The easement along Bronson Drive shall be revised to allow for the city to install a sidewalk along the north side of Bronson Drive in the future. b. The proposed final plat shall adhere to any requirements of Ramsey County. The Mounds View A Thriving Desirable Community City Council Staff Report 5/11/2026—Final Plat and Wetland Buffer Permit 7687 Long Lake Road Page 6 2. Fees in lieu of park land dedications, as required in Section 158.060 and 158.061 of the city code shall be made to the city prior to or upon approval of the final plat of the proposed subdivision Suite Living of Mounds View. 3. The applicant and city shall enter into a Development Agreement for the proposed subdivision. 4. The final plat of the proposed subdivision Suite Living of Mounds View shall be recorded within one year of approval of the preliminary plat by City Council. a. Within ten days of recording, the applicant shall furnish the city with a reproducible copy of the final plat showing evidence of the recording. 5. Proposed development on proposed Lot 2 shall adhere to requirements of the Department of Public Works, per the memorandum dated 4/24/2026. 6. The applicant shall acquire all other applicable local, County, State, and Federal permits and approvals for the proposed subdivision and wetland buffer permit. 7. The applicant shall adhere to applicable local, County, State, and Federal requirements for the proposed subdivision and wetland buffer permit. 8. The applicant shall pay all fees and escrows associated with this request, less any fees and escrows agreed to be waived as per the direction of the City Council as adopted on 12/9/2026. Respectfully submitted, Evan Monson, AICP City Planner Attachments: • Resolution • Public Works review comments (dated 4/20/2026) • Final plat (file dated 4/20/2026) • Civil plans (dated 4/20/2026) • Stormwater Report (dated 3/24/2026) • Soils / Geotechnical Report (dated 12/30/2025) The Mounds View Vision A Thriving Desirable Community RESOLUTION 10251 CITY OF MOUNDS VIEW COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION APPROVING A FINAL PLAT AND WETLAND BUFFER PERMIT FOR A SUBDIVISION OF 7687 LONG LAKE ROAD (PARCEL ID 083023220038); MOUNDS VIEW PLANNING CASE WB2026-0001 WHEREAS, Jeremy Larson of Hampton Companies, LLC (on behalf of the property owner Free Life Family Worship Center) has applied with the city to subdivide the property of 7687 Long Lake Road (Parcel ID 083023220038); and, WHEREAS, the property is currently legally described as: THE WEST 388.50 FEET OF THAT PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 30, RANGE 23 LYING NORTH OF THE NORTH LINE OF THE SOUTH 15 ACRES THEREOF, RAMSEY COUNTY, MINNESOTA; and WHEREAS, the proposed subdivision would subdivide the property into two parcels, proposed as Lot 1 and Lot 2, as shown on the proposed final plat Suite Living of Mounds View prepared by Civil Site Group; and, WHEREAS, the Mounds View Planning Commission reviewed the proposed preliminary plat request, and has considered the code requirements and pertinent issues involved in the request at a duly noticed public hearing on 2/18/2026; and, WHEREAS, the Mounds View City Council approved the proposed preliminary plat request, with findings and conditions of approval as listed in Resolution 10215; and, WHEREAS, the staff report from the City Planner dated 5/5/2026 is hereby incorporated by reference; and, NOW, THEREFORE, BE IT RESOLVED that the Mounds View City Council hereby approves the proposed final plat of Suite Living of Mounds View, subdividing the existing property of 7687 Long Lake Road (Parcel ID 083023220038) into two parcels, as shown on the final plat prepared by Civil Site Group, and a wetland buffer permit to permit development of a proposed memory care and assisted living facility on proposed Lot 2, with the following conditions and findings of fact: Conditions for Approval 1. The proposed subdivision shall adhere to the proposed final plat Suite Living of Mounds View, subdividing the existing property of 7687 Long Lake Road (Parcel ID 083023220038) into two parcels. a. The easement along Bronson Drive shall be revised to allow for the city to install a sidewalk along the north side of Bronson Drive in the future. b. The proposed final plat shall adhere to any requirements of Ramsey County. Resolution 10251 Page 2 2. Fees in lieu of park land dedications, as required in Section 158.060 and 158.061 of the city code shall be made to the city prior to or upon approval of the final plat of the proposed subdivision Suite Living of Mounds View. 3. The applicant and city shall enter into a Development Agreement for the proposed subdivision. 4. The final plat of the proposed subdivision Suite Living of Mounds View shall be recorded within one year of approval of the preliminary plat by City Council. a. Within ten days of recording, the applicant shall furnish the city with a reproducible copy of the final plat showing evidence of the recording. 5. Proposed development on proposed Lot 2 shall adhere to requirements of the Department of Public Works, per the memorandum dated 4/24/2026. 6. The applicant shall acquire all other applicable local, County, State, and Federal permits and approvals for the proposed subdivision and wetland buffer permit. 7. The applicant shall adhere to applicable local, County, State, and Federal requirements for the proposed subdivision and wetland buffer permit. 8. The applicant shall pay all fees and escrows associated with this request, less any fees and escrows agreed to be waived as per the direction of the City Council as adopted on 12/9/2026. Findings of Fact for Approval 1. The property of 7687 Long Lake Road (Parcel ID 083023220038) is owned by Free Life Family Worship Center, and is currently legally described as THE WEST 388.50 FEET OF THAT PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 30, RANGE 23 LYING NORTH OF THE NORTH LINE OF THE SOUTH 15 ACRES THEREOF, RAMSEY COUNTY, MINNESOTA. 2. The applicants, on behalf of the property owner, propose to subdivide the property into two parcels, proposed as Lot 1 and Lot 2. Lot 1 is proposed to be 2.770 acres in size, and Lot 2 is proposed to be 3.581 acres in size, as shown on the preliminary plat of Suite Living of Mounds View and approved by Resolution 10215. 3. The proposed development and subdivision of the site are consistent with the city's 2040 Comprehensive Plan. 4. The property is currently zoned as `Planned Unit Development' (PUD), and is within the County Road 10 Corridor Overlay District. Both of the proposed lots meet the minimum dimensional requirements of the PUD zone. 5. The applicant, on behalf of the property owner, is proposing to construct a memory care and assisted living facility on proposed Lot 2. 6. The proposed final plat meets the requirements of Section 158.026 of city code, and is consistent with the previously approved preliminary plat of Suite Living of Mounds View. 7. The proposed development within the wetland buffer meets the requirements of Section 159.008, and is consistent with the preliminary plat of Suite Living of Mounds View previously approved by the city per Resolution 10215. Adopted this 11th day of May, 2026. Zach Lindstrom, Mayor ATTEST: Nyle Zikmund, City Administrator (SEAL) 4/24/2026 Public Works & Engineering Comments 1. Curb removals shall be to the nearest joint. 2. Pavement patch (Bronson Drive) a. width shall be from curb to curb. b. length shall match curb replacement. c. saw cut pavement within an hour of paving to remove rounded edges. d. apply tack coat to all sides of patch. e. Type SP 9.5 wearing course mixture (2,C) (SPWEA240C) f. Two lifts required. 3. Contact PW for approval of removal limits (curb and pavement on Bronson Drive). 4. Change type of easement along Bronson Drive to one that allows us to install sidewalk (see attached). 5. Utility profiles shall be included for the construction plans. 6. Slope arrows shall be included for the construction plans. 7. Multiple sheets with overlapping text, please adjust. r) x (nz 1 43 - � co 41 C (D v coo rtwo �1ZT C:) ��JJJGGG.��1 ID 3 (D X G N O ++ p r\ r\ r r n r -r- ( i r\ /\ n r\ r / I ,-` n r r a r . /, T Corner Falls in Road. —� 9 � o v w I r r r r r r r r r rrr r / ( r r r r r / r > r r r r < r I r-No Monument Found or Set. 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(3 NN — � p0 m OCJI � WNwm CC) ON � O � OHO �l (n (n (n (n (n (nrrC� C� C� C� CO � (n (nC� :(J � � Ln DD - - - - � c - - y m � - = m � � � � � � <<< < � � zZ - - - - r > Xmmr KOrm r p p r r r r � C z 0 O ` m m Cn > ttvtttww0000 r- r- c m z oommmm � zzrrr < ncn DD � � � � -V00 > DD > 0m m oDDzoTm vT > > > > r � � zz �_ � zm4 m T � � ymxxmm - - - - D mr � � 1 0 F r r r r z r 0 O � O � m znn ym � � � cncncncn zm O< � Dm z 22 (J 0z > >ozz � zcn zzm 00z X rr cci) ccn Zz0 0 � cn :� 5 sao Z z ' 0 V c D cn A m � O � o m z o PROJECT y Zo < � � NNND cn D cram m K � KKz; 21 ; � m zmm � mm o �° m m � ` � D � � � m — oN om < OTW SUITE LIVING 0 0o m A C W m 0 c) p A m � cnAmn cn Cn A �� N � � � CD C - v mmO � Dm O� �/� 3 � G) A w W K � W � � cn � rOz � � A O m Dcc z = o, m � r m o o z LONG LAKE RD, MOUNDS VIEW, MN 55112 �c /� o ° N m C x � a m D m pm � = CZ01 � �� i 0 O n Er cD n ' m � � r n Gn m N D = D � zvm � Z � . r O m 0 < ;U < m ccn„ � cc D C o mrDK ;u OWNER a = m . o 0 a DG) D � � � HAMPTON COMPANIES LLC �i N N � a � �° A = z z D N mzov_ D � O/w', a> `0 O Ill m w -n � -< n z 2694 MAPLEWOOD DRIVE, MAPLEWOOD,MN 55109 y CD �I o lJ � o . l J CO Cb �I 0) p � W N - O . . . . . . W N . T � C) cnr - D DD � -ucn D � Cn � � z03C) x > � D � z < � = mcn mc -u mD0 D * � D � 0DG) cm -0m � D r � C) 0m 0x Dx C) cf) C) Cnr � D /�� m 0 = 00 � z � D � � z = = = � mmpm � OD = gym Dpxzi -< � � z0 > z � 0r- z � zmz � xx = m Om p � X � m C) m pm 0 = O r cn Z > C) 0 z0D Om0 mmmrz0 n �J -u = � c0m � r= 0 G) � � -< - D0zr0 Ocn mD 0K zDcn zK n � zm ZDC) 0r p � 0) u 0U) pmc) m � = Cn = gym z < D - nm = � � 0z DO z � � m0 00 cncn cnrDmm m O � rD = m m z � G) O - � c � D nc oom 00 r m < m - < 70 < � i � X t � r � = X mX com - mzm - � pnc � cn - m - O G) � � z � � � cnm m - O - ram = m � cmz � m com > mG) mzG) . Mr- T, U) z = � D D --i C) (mnm mmm - zzO ODDnm - 0 Dz Om0 -i00 mD DD c ° cmz � m r 0 n -uU) cf) z � z cDn -< 0 n � m O � OOmm � � Oz � cn = Gc � c0 - U) 7 � DD0 CnZn � -< cop � = cn -u � Z C) C) m cn — O O O � � DG) O< p � �_ � -< nX 0 � 0 < � C) O � � DD = 0z � -0z * zD � � � nz mzmz � � G) m oD � � � � O mO 0 � � � � DO Z 70 C Zp = mmm m - O � 0 � Oc OW � nCn0 - m � nn D � D � � m � Orz � n = 0C Om � m � � > O m ' -j � � � * D z � zp = m � O C) Z D ;ucz � � � � I per C) rG) mm � z � mU) mO - � O � nm � Lz � � mc � cn o � � D DD mz OnD = m m � � � 00 � m � �] Cz - - D - r - cn -< (n zm � m -< x � mcn0 � zo OnZ- gyp D 0Cn mcE: � � C � � = O � Z0 � nm = pm mr C) r z � p � O = zm70m -< cn p � U) C) r D 0U) z (n (nD = r nC)oC � � 0 = _ com z D nD D0 C) TI pp = 00G) c -jG) Km m � 0 z Dm mr m -0 -u -n ;a - 60r- _ � � n Ocn DCn cznc zD � p Or- m — 0 () 22rC) OTI -< Oz C) Dm � � mC �_ cn < m > ,u -j D = zz � ;p0 DDT] X = z0 p0 � 00 c: � O � _ x _ � � OCrn r C) D � DO 9 m mmprD Zn Dn cnmm0z = � Opzm nm � n - G) Dmm � D = � � r0m � m 0z Dr- mD cr OHO D � comprD O O C) � z � (Ji0 � m mz0 � � m < = � �� mr- C. z - 0zmcn -' mD - `- � m = m D Onp = z � n n = � m com cnm m0 � z � con0 � O � O � czn C0 C) zm � � D Dcn � zcn � mmpm ODTID ccnz mzm M ;a > m � c/) O0 D -j mm Om O � Dp � m O � p , z m m = � C) �c" cn mr- � -jz C0 - F- DDO � m 0 � X � D � � � n = 0 � D � 0zm mcn = - c � mz � � � D Z = mp Dx = cC) ulcn m - 0 � = D -< = C nm0 oor � Z HOC) r D Dm o � z • _ � F DD z zm m � 0 � = 0 D _ = 0 0 : - O = m O< p � 0o0 z0 p a p0 � mr- cmnm � 0 = mDr- mZ � z pZzr Xz > xZ � rDO �J � � Oz = 0 On mr z = � m p � � o0 D O o � (n � D Zoo mm - D < 0pr Omz cn m � � D Dram m 00 m � mC < m 0m mZ z - � CD * G zcnx = � D � D � -< ; � r- � c0 OZ = °° G) - z = DmC) Z - mn nz * 0 00 Xm Dm0 0 � � z z D m � c � D D � - D n = oo RDD -< Dm � � � m = = D � � D n � D � � X0 Onzm 00 0 � m0 Oz con � � zz � � CzD O� r � = n � G) zU) -jmm ZCn rC7 D �7D � � mzp = r C) Dc = z zr Z TIZ7 z0 TI -, r cn0 DD = doom D � Wm = � 0D mD � D = 0 < mr pmcn mmc) � � cG) m D � D O O r � m D O m 0 00Z G) cn < pC -jOm = mC) - - C) � m 0cn cn Z DzN � m � U) = � < m 0m � - zp � � z � mOD0 0O 0 �10 0np -< � � m D com mn c0 OD 0 � Z rrD DOOD0 O 70 ' cn -u com zr � Z0 z � Cnzm 0cn0D nz -nC7 D � D0W -0 c CU) r -j rD m � mG) DZ � : � -V m � lv �J � � r m _ _ � < = = z � m - * 0 z < -< � -jmn n � pn no � o Or 00 c �' z� m � lv � O = j_ O c0 0W �JD � � zDm � DDOm -< u nmC) � � fJ � � DXp O < � z C) m � z r � 0 = - 0 (n Dmox � W Km � � = � 0 � � W Wr � O C) zD 0m mW0 � nc0 p � zZ � r- -0Z r- 0 < cn m DD m Dm � X DnO� D com z � m = Oc > r2EZr � C) cnm � O � cnc * -< 0 � mz ZQ - m � cn � 0 M � mD 0 � � m DO D m � Om � < D = � 0 DmG) r- � = = n � � m � z z00 = = � zJu � E = 0 = C 0 > com 0m z � � Om m m � 0m 0A � m mcn m - G) C > m me 0 C) Dz 0m � mc mcnm � 0mzn r O CTI -i _ _ r OJ u7 u � n -iO 0 � O = m � � D � m ] m - > 0r � * � -0 � m m mDU) � z0 = p om° mp � - � z z on � n0 -4 - Z 0 _ Zm p � cn ' 0m -< Z O � 1 C) O fir • = OrmZ O m Z m � - Z z � � D C m z m D 5 D D D C = 0 0 0 � 0 0 6) � z p 0 0 z r Z z 0 � 0 z 0 D G) -< n D � O rr � � � � z � < -< � poXr � 0 Dp cn z -< G) < C) � 0 < z 00 z f=rl 500 � D m � � DaJ = Z ZZ � � mpm -< 0 � z0 0 0 > Zm m cn cn m N - CO 00 v 0) C3l � W N V J o Cfl (b 4 0) Cn � W N O _ w N () � z -jTIODOoTI � cn � mmC) C) D cnW D z -u TI DC) D cn OD -uC) Dm > 0mzTI � � c/) 00 2Dr xm0 �7 � z � rmpOTlmDoo0 o00 > � 0 D OOmOmz = -4Omr0 Or = � r OD m z0 r m � rmZ7 � m m * m0Dm = = Tlc (nz0 mmp m = n = DZ * c0Dzmp DOzr- m � cn m = ^ D m cn 0 r �7 < D - D rDz zr mC r � � r 0z r m rX0 m0 m z � M < m D � � 00 -u Z com m cn m � cn XDOz -j Cn � m m mT 0 � C) �_ XO cn D XZnr - con n � D < r G) Zm � < OG) z mzm r z_ � r r = �IDD � � = -0M � � � � D 0z < � � c m � m � � m pm = - n r0 r * 4 mDX zn Cn mzm � � E � X QmnX m pc -0 ,, r < x Dz � m = p � U) -< C) C) D � m Cnz - D � O = z � < � m � � 0 mZ0 rD cn � � O 00 -4m � 0 = mXz D - � Cm * O m m m Z � pG) — O n00 m OG) m m e z � D z n - Dr0 m D z zz m rm p - D m � rCn � � � � Wm � m p O mcOroD mOcO � � n � pco z = cn - z � � OnD DD 0m � m � z � Dmm � � � � O � � � G) � Or � � � c�n00 � 0n^ z O OC) 0C n � z EZ Cn < < D � � Do � 0zca :g70 � _ � � G) m � � � D D o � � z nZ mr0z0D � � U) Z > 0 D ° OD DD � DCDm • U' n ° C � ccyl C Tl0 nT C � D � OW � OTIG) � � DOncn zD DD 0 * W r- OZcn o oo < Dm Om � G) OO � m = m0 mmCn < m � � � G) � � z � ODOmO - z - � C pz � Oar O O � � cznm �1 mn0czn0m mD mz -u com r -uD 0 D � -im 0 W cop = � � � 0 = � ODD m = D 0 � = � � n � zzzmmD 0 Ul— Z Om � 0 TAD m - m � � mDr pOm � O cn m � m m , m m � r m 0z0 - z mm � � cn zzcn � mc ; mr- z � � cn ODz � � � O � � n = off O C - � Z < < 0 * D -i � -0D m mmZ ' � � cn —n uM zm � G) D m X � r z _ co cm D � 0 0 = ter mmm � � � m cDzr- oD 0 ;0 z 0 fT10 � O m � m z 0 � = O m � m � mOmD � zD0 < O � O = �' m > T >- > m � omnm � m zc m � m C) cn � ' � (n n -j < � D O _ �7 � r m < Z D � mcn rr c � - m D • D c- - max - � O 0 cn0 m r m rD = < zz D mTm � D � ,i � c � mcn � � � m m � m o° rDTI = � cn = Drm � m � Oz mx � � 0p � r Dr � Oc � 0 � 0 � � ZOC) Cn mz OzD Wno < mom � 02 m0 � � mz � z � � Om � � � W � m n - D � o -j C z O � OD = _ = O * D � c mzD DDT 02 < > m � m = � mz - r- z � C � � � � r �� � m Dcn � D XOcn zOmC) m � D � m mD Z * D z °° O z � cncn - Zr C) Dop Ocn � r CC c r DD -< r - 5G) _ � O w O D oo D z m � rm m � zG) m � zD m Z o � cn D00 I m -n < C�nm = � r m ' D QZ � pOm � m OOrT. � D � 0z z = 0 mmm m rcoOm p � 00� = m � DC) ODO mz .0 O 0z nrz � mmr- 0 O NO � = m m W U) * � * z - r0 � D � � 0 C) G) TIN = nz DO DzD DOS cn � D � mcn � CD Zpcn 00Dcon opm (n ,� n � Om � _ � D � � � cD mcnz � r - � � 0 0 mD z 0 � � � Dm � DC � G) cn - � m00 r com � � � � 0mm0 � t ?) � o - n mOr < � r D � = � � v - cncC) z m c 0 z r m m G = � m0 = z m = rCnC) Xr mp � c D � _ r 0 � � � mr Omm 0 - gym 0o � cnccn r � m 0 mDD * Xn - cnxmzO OD � cn - Dip cnn � pDzO � cn - 0 mW O mz m � � 0 0D mzfll Z mnz D mD � � � z � m m 0m m arm m0 mmz0mm cozC) 0 = � � Dp � O mz 0 � = mzmpz Z = °' � G) con Tlcn � pDncn rn D m0 - � < � r o 0 � O 0 Om < - - Om � m � � n �J (nDOCn � W (n OD°) z z m 0 O m po C) oo z m z Cn Cn m OD 0 D (n X � c � m - � 0 O mz0 � m ODOC/) � � m c � m pz � � zom° n Ccn � = � - x m0 DrD z 0 Om � = rDWmCz C) rmD com z � c cn � n � mr � zCnDm ' A � zDD m = z z cn com = m G) = m � UzinzmDD = n p0mm mOD mz mc�n Orm � m � z0 0 � � m D � D Z C0DD � Z m � � Dr � O > Zz m '- m CJ � .-!pJ � W = - � � C ---I - rC -< m � � �J0 zD Zr mmcn r cnm m0 zc) m mr cm � � D cDiO � p �7 � m OD 00 0D � mcD 0 K - n � 0 � KX � O m zz cncn D0 cn � c - � r * -0 o � � m z � Dp0 � � m0 com O � z � cn 00X � cn � � � D � m 0m c � — m = m � Oz �rmuDi � � � � � 00 zm 0 - r m O m com = m � m m � DOncn z - mzz O � � cop G) � DD �JC) mmrp O � � m 0 * � > 1l rm Xm < � DO - = G) � 0 = mm � n � * D z � m 70 cnz0D I OD « D0 G) co mmcn - mz Kz -0m r -0m0 - mac � p � � W = O - n com C) �7 D � (') mmm * * nm m O (n O Z m nm � � * � � � � m � z0 � O m � � m rmm � zWmO m rO cn - _ z D C) D D m NZ �u DO nm � nom0 W < C) DD -u0 � � Z � r � 0 m = > D - � O O � - m rz0m pm0 � TI r rr O c p m DCnmmD � 0 zc D �_ _ p m W 00 = > O � - O � pz ZZ -n � � m � D O � Cn -u X ' 0 0 m -rcor 0m � 0zU) � = m 00G) m = m � 0D Dm � � zODm � C � r- zr— r r 0 � � 0 D Cn � � � M �u0 NDm * z 00 m ' U) D m cnz � C 0 - � _ r c m mD � � O m O � D mD - n n cc m 00 = DO = D � � � mv � � C) c0 z m n zzm rz v) r � Dmm o � r � z D -V0 Xz 5 mZ< Zm - FOB - mzz () _ 0 z r cn C) D D m z 0 O z n p O 0 Zm .. � rm D � Fnz � yZZO � m � m G) m � D D z = � � � CDn G) z 0pG) crn00 r- = D = D � � m � m z � � � � c O ,ZOj0CUncn r � mD_ 00 zD 0 p7 Z W cnCnC) m O � cnD � � cn C GK . m mm00 Cn - r -< w can 0m m � ccn00 � m � zz c�nm r � 0D0 p mzD � Om p0z D � � Dz m O D onmWz � � On D m Gnx * m � A � - * m 0 m m = rC O m0rC �7C_) zcn m00 -< � 0 z � OZr-r- 0 rc = zmD - D -0n = Om � 0 z �u cn m W = K G = zn -im 0D � Cn � 0 � z z � r0mz � � 0 � z r rc0 � � = m G) cn mmp m pr- p = 0m D �J Dmm - = Z m � cn D m - cn0 � � � z � n � cm0 D c D m � c- r cmcnD 0 0m n0W0 m � = D n � mOX -u U) -0 = � 0 � cn m oo m D z m cn D Cn cn - m O = r O Q° Z c C cn �_ � = m m cn D = -< - r m m 0m z 0 z c_ co D Om D n m m co m m D m O D O S W 0 > z zz cn � pm � z m c zD n � m D 0 p � zz m m r O D m G) pm i o x ? 0ZCn0G) 0 � pD TI r 0 m m 90 v CS) (n � W N - p p . . . . . . N . G) 1 , . m 0o w w . . . � � � -i D c � c cn cn -i D m �u 0 5 -i = 5 cn * m � cn D x D m Cn m TI m x 0 � C) m -j m � -a � G) m � -u G) � -u D � � � � � Cn D C) rn D cn g -- oo o Z p N . D �" �' fv - 0 � m = z zmz00 � z � m -uD � D = c z 0c � m � X cX zmc = pz = � DX D � � m0 � mcz m = = 0 = m � pcnr cDok0 z r mOm0 00cnF � CO5 0m � D < m � � m W mcnmC) � C) m G) � � m zG) DO XO XD O OrD cnm � ,C) m zz , r � -1onz m Om = zD � n0 m = m mO0oz O m = 0 = mO = n m = 0 Dmm 55D0 00mDzm O_ cU) � U) < 0000Cnm mODnp mm � 0 � 0 nm 0 - � 0Z 0nm � pmmn0 - p X mXm0X m � 0 � � D � mC) D D � Om = Ccn OD 0mcn U) � 00 n m � OD � � � G) G) � m0 � 0ODmmmrO rnODmm mcnm 0 - 0z � ctzm � m O � m � On � � EZ 0mpmz m 00nom 0r- mcnn r- _ C) - 0 cn 0 Cn O z D G) m 70 cn < � ^ �^ D � DDm CDcn �] Dp z n Dm O cn m � � cDc m mm -0 Om = D � mz zzm _ p zc � - cn Op r W0 �_ m = Or cn - m m 0 W = 0Xmm � r � 0oz D < DO p m r m � n n r z � D Z7 Z n m �0 z M G) r � * � = ;] �l W Cn m Z n C Z n z z = r Z Cn = 0 TI G � X D � � z - D r D r D 0 m Zu r Cn � Cn z 0 z r = z D D N G) �_ 2 O Gl J r cn � O C) � 0 n m � m c x � = = D m m 0 0 X � = Z O m m D D D D � Cn D � D G) O Z m �' n O m n z cm � O m O � z0 = -< C/) D � mnmDD = m mzm � < z ncnz_ � 0cn � mmG) Zm Cn = � 0z � p0 m � 00Dm mD � 0mC) � z � = � m0 r � O cnnm TIO � r � m � � TI p � z � n � Onc W � 0 < 1l 0 � -0 0mm � � n z0 �_ Dz > � = cDno0 zmG) < z n 0< w p m cn D 0 p m 0 = p z m z D O Z m 0 D m 0 ° z ° z � z � m m T m D n m Om m z D ° 0 = D o - _ „ U) 25 y 0 C� � � 0 � m ° m . = C-) = mO ? ADO m 0 � � � � SOU) D -i D 0 0 �' C) = z O D m m r � - G) m O O cn m � 0 r r � � D D Cn Cn U) z m D cn m r o -i � - ' z r — c � _ � � D 0 z W -j p m cn _ = TI � -u � 0 = z cn < D D D � 0 = r m O r fJ m Om 0 = = com c K0 > � O m � mOrcncnD � = m D C) � c X � m D c D p � c Q TI Q C D D ;a n - m m o m m 0 = r m z D D = = m 0 D D m ;U �7 D G) _ _ = G) D O -< z � m p Z = O N n D = p � m C O C � � 0 � O � Tlcn -1 > ;a G) m � mph � wG) z n = c z = N C O z X O � O m m 2 D m = - cn Z O p r o D z r r D D z r m m m c D z - Z m N rp � m Gn C D r D m TI ' � cn -_ D mmn m � = 0 � pc _ � 00 z � � D00D D mo000Dm_ C mmoom0cnmG) r m00m = = Omm � D - oo z °oD r mr � mz z oz = 0r N mD n zc _ '�- Z D D cn O 0 r m cn o0 O C) - C) p D c ,0 Z Z C) O 70 0 m r O D m � D z m O D 0 �U m � m a r G) m co m = O -_ D m -n m 0o D Cn m m � 0 0 0 m D r m D D C > 0 r m F m z . 0 m m m m m r m = G) = D cn m C m 0 D m � Cn � �1 0 m r D z U) z = z m m r - r � � r _ m = G) m D G) O z OtoD � D � 0 Dmm 0mD_ cnnDcnO m mC) p O mOzm z � = � m � � m pOZn � = mz Om � O -n cn � n O ` m � D O 0 O = cn m cn z O m z C) m 0 � � O � (n Cn m m = m m 0 D m z � z D > � D C) c m D O m m m z O m D TI Z cn C� m cn z D 0 > � X z � cn < m G TI m �_ O 0 m D r z r r 0 m � D m cn m m - 0 Cn cn - m m = U) m D � = 0 m W r -a G Cn m O O D C) n G m TI 0 cn z �J O r r C -n �I O C) D D O � D - D m TI 0 m m r n 0 = 0 r � < c_ m � z � r r 0 Cn = m = r m Wnp m D DzD z � XcnOD O m 0 D mcn cnm = m ZG) ONmG) = r 0 0m � � C) mm DG) m DX mD O O � m n = mmm D m cn c � 0 � oo Cn C) m 1 m � nZ 0m m 0 � . O = � om � zIOT K (p � x � mDm � D r � U) - C) = 0 mD -um � z mmm � m � r * zm mmz � m � nm -< mc = 000mc - � D 1 < mmD DCn �7 Dmm m � �o -0 r zm loco m m0m0 � m0 � m0M > Om �) m = WnG) � 0J00mC) W � � p � � � 000D D0 cm � kCn E7D0 z00 � 5 � O DF * � Ozcm mmm c � 0 Z m o C o0 � � � rOZ 70 C) � 0 -j .Z0] 0 � cmi) 0 00 00m p ;a � r W m Z cnW 0 z Cn � �uz cnzpzm � m � z ;uX _ � � m W m � � Ccn D r m . z fJ D D m D D m cn _ opm C O Q OnD cm m Imo m O O o = C m _ z0 = m pm c � Cn -i * - � mm0mzc zD � mcnm c00 cn z -n my mG) cn * fir - Cn go D D � c - DG� o � � � D ;a 0Cn = � � cn * OOm m 0D m cnmmp pmcnO zoo Dm = mm D = com x r pm = m Wmz � c O = z � r- � = U) -jD X -j G) zom DzO - m m - D r r Z m Cn U) O m m m X O cn m = � D C) 0 m C) cn y = X z 0 G) Z m oo O n n z cn m - — O zD Mz � r m m = - z Om D G) c z m D n � m � z _ = C) m co m D r z r 0 cn m cn = 0 n r z m 0 C) m cn 0 D z = m m � m O � � r cn cn z O m z z D m 0 0 z 0 TI Z7 m m O r G) � - � x . z D � m co m z r D 0 cn Cn r= D D m � p � m z C) r D cn n m m cn m cn � G) * m 0 � = m � D O C D 0 D � G) — cD � � � DW0mm c r Wz U) �_ DG Cnp � mC) - W = 0CC � 0 - ooDcn0m D cn = m mz - U m 0m � m m zDD - - m 0zOcD KC z Z mmm Vim = o mm � Oc � = m W m � = m - D m m � cn z D m 0 D < n _ p ° X m p 0 m z 0 m r - D 0 m 0 0 D z cn D O O X zz O TI G) m -n c) 0 = m rp <_ O = � cn 0 = m O � cn G) = moo O z � O Z Q = O � C) � m 0cm - I`) � m m W < � z0 mrD � � m � mmO ODD p = � = Cnn r � TIC _ z x x -- m n � O O > ;a G) mcnx = ncz � - m m a c O O D Cn m z m z f1l r r O D cn m o0 m �] D U) 0 r D m � r r • Cn � cn n cn D z mG) O D � cn � cn rmcn0 = � DDm 0 � n � 0 D < nm z � � z � 0 m ° z zp -N � r- � c O . Z � = zp D O Cn G) 0 � 0 �_ U) r Cn � 0 - 0rD D > z n n O 0 (nXm rr O D _ _ Dr Dm � D � O n = m D m m D z D m r = 0 D = c m 0 m m m = 00 = 0 r D _ n c Z r � p z r co n 0 0 � W D Z m C) r m W r O c) r ^ Or m � pro W ;7 - D m -< O � 0m m � mz � � m D m m X z r m D D T 00 � m p � D p z U) c m 0 z 0 0 m m � > O m O m � 0 m < - m 00 z p m m O z m TI z (n m 0 r 0o m C z cn 0 n cn cn m = O co m < Cn = � r n cn m G) m r z � m m D m z cn D G) = D 0 W 0 cn m m D 0 m D m x p D � G) c X z � � cn � cn � mmCn „ ccmp m � �Q D = mDnO p0 � � cn � * OD � pzrD = zOD � < O � � 0D � 0 � m00 0 0 < mz 1 zmr- z � Z DEC) -u0 yr . . � ncn cn - m X - X < zc = * 0 com � D n z 0 n m m m D - m m p m c m m r = n z n m G) z D 0 D O X m -0 � K n m z X z z n m _ � CDC � 0 � p oo - m Or O Z C) r O r D D = z 0 0 O � C) � 00 Dz � m - D = � � � nm z zG) � n cmm r0oo p0 � zx � D � DoOmm m � G) m zFn � m D Cn z n , Omm � m 0Z7 � OTI - F c � � mcn W r � cn � rpp m m � Em Dz � � mr � -iokW mm Zcnm --i - . = . mmG) 00 D � n0D Om0 r z � p TIm < U) m � p . Dpn � � ZrT � C p -< m r71O z00zcn m W = W < � O � D m0 mD D � On � r � - 0p � m � O 0 > z0 D z * cn m70 � < E 0 - 9cnmm C) 0 U) X m Z cn c_n 0 -< - m D � D O cn * 0 �7 � � r c oo x m m m = r z D z � -j � m m � r - � 0 D D ao z m z D � _ O m -4 r ., ZOO zcnc = mm -n � � � m � z 0 - D < nm �_ � = mD00 0 ;a —000 m0) mn = o � D < m � C/) � mO m p C mD m �_ � m0 � O � G) ncD < � Z m m = • O - G) Cn = Z n m G) r C) D 0 m r � n Z m = -- � C n Z z r �_ A c z 0cO _ r - DO O r z .zDJ O n = - D > DC zm 0 D m O m z zz � O Cnnz m0 r O � m D m - - = D 0 m G D r O com D � cn � 0 n z = 0 � O co o < cn < C) D z Cnj mmm 0 00 TDi c D m m -< Om = O z � z p 0 m D m z D m m D n -j ° D z C O p = cn * � O � n D 0 z zm0D O z � O cn 0 0 „ D rn m O O cn = 0 z = n � A z O n m r D r U) * oo r 0 z z 0 = Z D = D C o Z CJ r D m 0 r 0 0 0 z D 0 p � D �J 0 0 0 m �J � 0 0 n m 0m cn 0 Cn > m m 0 � D m U) m Z m O m m D p W n z � c - cn xcn mDz m 6G) Xn z z � Or- � 0 z m -u m 0 > z m z Z z = p O cn m � D n n W m p czn = = = z 0 0 = = D � O m 0 m n z O r) 0 m m z 0 z 0 = co m z = z D z m G) m O m z m 0 o O z C) O D O m D m n W c D - O ,� O 0 0 m c D vi p m 0 co m D m m z C) D z m = n m O D z 0 = m 0 z r- 0 - r 0 : z m = n D 0 o � c nO m M O m z = C � Oc D rr � � O � z - m = � O com D com � 7 r � m Or z m z z cn m mc � O < Dr m D < m = 0U) m m � mZDCn 0z0mD0 = x - xCn � 0 -0 -0 � D = 0D70 z D D � * mzp Oz C) p m0 mz0 D � � Om 0 -< x z D m � m � r- X = D m D z D0 D z m m D O z r D con c m - � � z m m � � m O < n z 0G) Z zOZ - X o -< 0 0 = _ co m m C) C7 6 D U) Cn r Z Co m o z z 0 0 r c = D _ O r �_ 0 O � 0 � . � m o � m = � � W 0 � = m � X 0 � D r- 00 � m r m O m 0 � � z m m �u cn 0 m 0 r = r - = m O r G) � z z cn m 0 z C0 �l O . . W N (n N N N - - - - - - - - i - (D 00 �I O cn � W N N - o C0 00 �l m cn � W N - O . U J * m � DCn (n xD= cn DDcn Dcn 2C) DmD DmD cn � DCnCnm = � m D < � cnC) � m0p � cncn � cnD � pzxr- 0mr -u = cnmm0c m cnm � zcnD D -uOzm c) C) C) z � CnC) c0 mxDmD cnCnmz � xoocn � D 02C-) * c) on ADD c0 > * max * D DD = C) D � cncnC) 0) u0c cnm DC) = -jC) m0 cn 0 > 000C) D Z C) O � = O O � � O � � O � z � zp < r n � r mmcn � � � m (n TDiOm � � z zm � � 0 000 cn � m0 � p 0m � � � = = Dn � m � = = � � CnO � O 00 mn � � m � DOmD � � C) � c � = ccD OmTI � � m zD r = Om0 m OzOoO � m cn � � m � c - mmm � � � � � D � pDC p m 0 ;00m < - r m7afJ = r0 0XmliX � zz � - � z Fz Xcn O DD > r > O � Dm -< � 0 = 0 � z C) m = - � Cn0 � - m00 � cnE � -1 0cn � F � m 0Cn DmZcnZ m cn -< z z m D � � _ � � cnDcn � � � � � rDOm � 0mz mpD � mzc m � D - m0 = mm � D � mmm � Dn ,Z�j � � � � ppm r- r- = 0 „ = mrm � � D0 � 0 com n � 0 � pz 0zC0z z � D Wm mmm = � O = � nr � � cznmcn � � Cn � CCncNyi � f71 �u D � m mmm � � mm � � m � � Dmmm � z = � Dc � zr � � C7 zzm -11 >> Oz0mm � cn DO 0 nn mOZmc mmOmC) mnmpm DDz mz � m � pz U' Nc � � m � m C) OZ zm D00po � � a0cn Cz CG) G) C0n m O � m ; n � � mD D D � � � � � c TI Dz O D pD 0D r zooD m cn z � � m � � � cn 00 � � m O � � pCnz _ r — ZKr D C_ � z0 - �_ p m -00 - ) � O � - m m � D D F = zm � 0 � D = D - c_ � G) � z -' � , � � 00 DSO - mph nW0 frIZDmCn � TI = pz0 --- -u � DcnDm z � 0 0 � 00 � O C) DccnOc cOmz � � � � r0 C) n 0 z � � z zn -< mr, 0u, � - � r- r0 m = mcn mnc0 m = - C) rn - z C cn m � m � D D z � m 0 mTD � ZZ � Dm 0m mm mz = = Z � 0 0 z m = m - - 0 D mm -- oG) = m < N � cn Cnm Dcn0mcn C z � prz � � m0 � � Zm � � pp �J zr � �C] Del r < � � � � mzZ � � � � � m z - nr OCn pm � mDTI cnpOcm Dmm � 7 p -n -nU) m0z OCn 0D � O - z p � OTImC D � D OD mW -u z � Cn � Z = � D - O Cnm rzDz � mc) � OmDr , zcn pm - cn Zcn 0m Dm � z0 �7cnDn Z = 0 � r � � z � OD zmm -- TIZZ X � Or z � Cn � z — D � � � DMm G) � = K � OD � � z - pm � � D � O � com - n � OG zG) mr- 0 D = mmr = = D0 � 0cn -i � m � O0C) CzD Om � D � 0 � � z � � w z70Drm r � < � z Ommz � OG) m � _ � r 0 ' m = cop � _ ' � m � r CnC) C) m D r � - _ D C Xz D GAD mD m - � Or r -87 z � Cn C) Cn - m C) TIC r oo � � < � � D � . o � rnD � r � � z = � z0rDD � cf) >— m -jmDrn � zr Cm r Cnr - ;6 m Doo TI U) - D O cnmz z m D = � � � � 0 = �7TI � 00 = � = Cur- � zD = CX - m m D � 0 0 cn � cD C) � m = � m = p � � cnm = r mcn 70m � 0 _ rm O m = 0 � O z0 = m = rn � � z cn � mz � z 'nm OmIz = > O � — 0D = DZO cnOZO � �u � cncn r Omm � C 0 � G) mm = .C7D cn � r Dp X_ nC) p ZD = mODcn � C) < xU) mmDf, � = 00 zz Dcn cnmz ; _ � Dm � m - � m -< cn r < m � 0 � � z ' 0 C) _ D D r � Z � Om m �7rD m � z C) C) 0 , x r C C) m r � 0 � D cnm cn IT1N � - .00 � -jcnD � cnD zD mC mD � O - C • D = W � DG) r < mDr- O Z O � m O m � z O � m � = C) O D C) O - n - D n � z nz = 0r D � � = z � oCncn c � 0 = pcnpm � cn � C) OmD = 00 - °° z mn00 O � Omc) � m0 � n � 0 � � 0 m0 � � z mcnx m -j DU) D = n � z mD mmD = � z = 0 O � 0 < mO � m N m00 -< m0 Z = -< N � cnn = D . C) r m -' mzm0 00 0 � r z - cnm cE: = c) �' mcmnz m Cnz D G) r wm � = r m m0 mDK DX = nz r- z mm_ 0z ' cn cnDm Z � -j � 00m m - p m0 � � � myzz D -u O D � p � w G) G) = r o O - z O = D Cn 0 r m r C) p TI m D O O r D m 0Cn pU N � m D � � n^ mDm m 0m -in � D cnU0 0 � m Z 0 DO.-. z = TI D D * 0 cn cD - ' z � z � < 0 zoo DC) m 0r � � com � m DDpm z � ;7pZ - -� Dmm = O cno° 0 _ � mcn � mmzn = Z -< � Oc � m D � nD � z D - D D � mm0 � � Z - SOD - fin Z zCn � nzG) cnm m - gym c_ O O� , cm = cn = C) � = Dp = 0 nC) G) � D � nDmz m � C) �u mC cn cz = � n m D0 O DTIcnmO rD -< = D 0m D O C) O � O cn � m 00 - m 0 DO O � � �_ _ � m E0 mu m > ----Ir 0ZTI � Om mrD mCn ADM m mOC � Dr- m � CO0mn � = = G) m 0 > c m � � mcn � z On � z Dom m � m � � O 00pD � cn z mz m = O = O � 0 m m � m TIOmC) - m n0 moo Dm m � < m z Dn z z z com m - m Z r 0C) 0 � m r = m m m cn cn O � r O m z co m D -0 � m -a * < � w � � 0G) -- � � � 0 - ODO0 m � � p z � -0Z = - U) C) D � - � �_ 0 - nDm0DG) 0 cn Or pn � D DzD rM0 > m 0 = r � O � Zr = C) < D DDm � o ON m � = m m < cn � DWZZO cn = � m0 - � OcnWr m � � � 0 O = OD 0 � 0z� � m � Fcn Dm O c cn � CD com m zm m OmU) < Dnpz zZ m � Ocnn0 m C (nc' - O mn � C) � roc � m ww0) zD � � - -< = z � � cn com m z D D � 0 = z < m D = O x m � p D � D � � _ � Tlm z > ---iD � 0U) mO � Dmz C) ZDrm m > - D� mz � m Dzm � � C) m m zm MCn mco00c � p 0 rmz0 o0 � D Om nm Gr- m � 0 z � � - D rn D O � TIz lI mcn = � 00 pnrr< G) � � rZm Cnm zzm 0 mm = = r � � iTiZpc0DOm < D z = m 0 � 00 X X � z < < G) D Kz > m (n �) � � Dr O G) r = z m � � O � cn � � r � � - x m rCn �n � D cn � � m COz rU) m � z 70 C) TID com D C � m m � pc = Dp � D D 0 arm = m -< X ; Z = ;(J m = m zD r O C) � r D r Cn Cn � < = cn m D D m � z � ; O � z z < mmD m � 0 � nm � � � U) - 000 OON Oz � D0 cnc � D -< 0 -0D = 00cncn � m C) G) < D pD 0D D0 � 0 OD m � O � D = 0 -j = m0 pm � � cz nOmOc m D 70 O zNr TI -< G) Z D -0-< � m � 0 mr � � DO Dmc = mo S. m � -u m � pr = m ;00 M > Z pp m r Or D - n ;a Dr W 0 � 0 � z * zm m � Ommz z � DUU)) o -0 n 0 - = Dmm � r � � fir - C) C) 0 m C) xr n � - - C W = p W n rim m r �Jr 0 r Cn zC � 0 - � N � c„ wD m - � � = r 0ccn � �_ � � � Oz � O = 0n � c = � m0_ mz c � n -_ m = Oc � cD npc) n � z � rn � �u np m om rz = D00 � m = � � = nrcnZ = m U) D -uOm o = cnr � = rnr C) � �,. Ohm ,ZIpD � m � < O � z < zzD � z0 � O � �_ � cmnm0 � cnDO - mmom000 Dm z Dz CD = mD m - z = = D DOCK m com -n - D c0 - Op -u Dm Dz � D0 r- 02000 zpm00 Ozp - DzmDm Dp = r mG z � < com C � � � m � O � mz � m m m - 0 m = � � z 0 � Dr mG) -j * 0 � � 0mp < O --iQ � � m mc0i) z cop 29 yG) mD om _ Km --j > Cu 0 � -i � � 0D EZ c0 OmD D mzzm com � �n = 0 (mjm ° m 0 D � z D zzm Dr � � m zpG � z � D � � m00 D p mmm � m 0 � npmm o � = � mOzm Z 0m = zz c � co m � 0c�n0 � � cn m < � 0 O m � D � cn 0zm cznmD = 0D = p00 zr m Cn o Dm � 0^ m m0 � 0 � z � � 0z cn � � m 0 � 0 c p � m = 0Om z z = � m 0 � mz m � z 10 rnm n Dmpp 00 = � D � m W z z m0 O � � p _ pm O Vic)' 0 om O - C) Cn z N N N N N N N - 1 1 - 1 - C0 OD v m Cn � c.J N - — C0 Cb �I 0) Cn W N - r p p � W N O O PO v O) Cn � W N O � W N 1 O . . D D = mwD D DD C D 00D 0 > > c ) * x 0G) D D 000D D � 0 mmn D D D m � ;00 DX0m = = z > 0 '° m zn D -< z > = X D � z G) Zn OmnD -< � � * nm nD 02C) 00 ADD c:> Z00 m = m nDOcm Dom C0D m 0m00D Z Z = X r r Cm m O 000 ODDzO z - 00 r- C) � C00 m � z -< zz r- r- r- n - 0z ZD � �7 Dm00z - m C) ZZ < Cn0 � D0 r- z G) �70< � cn0 Om zm C) � Xzzm0 D -< r r � C) Z D00 C) mX > K rG) r m z -0n0 � 0 pm � - r r m � rr Z - � GlJ � m z � n m � � � < 0 � mmC � mG) D � D c � C) m � � z = � X D D DD O � � � DC) rOm � � 0m o � mmm0rp mDm D o � m - 0mm < mmm � � mmm OaCo � = � � 0 � G) O = o Cn � z m � � m - m00 = mmm 0 mD � = X cn m � w � � m Dm 0c0 0D � 00 cn � m < < r- rmD 0 = D OmD m m z z � � D Drzm 00ZG) mD Dn zD z � nzom° m y � cn z com Dim DD D 0 Dm � z0 D m � � O m � 0m � > _ _ = O = rDG rz0 r p D con n O mC) O m — D D D Dz D � Dmz O0mD 0 - _ - m � � Z m w m m zD m n m CEO m � m � � � n 0 = n Cn O - n � G) -jcn ZZ n � r ,Ic) D O OrnO DOcn Dz - � D cnmz = m z c0z � � D SOD � mcn Cn z rz0 z - O _ cnCn C) � 0D °° m0D D 0D z p � m ml0 '� � � � z D MAD � � D0 � z � z 0m � mnmp ODOC zz = O - --0 , - mZm Z � 0 D com = � 00 Qz n � rOp r O C) zDmm � � p � Dcn m m � mz m Tl r cn m m m oo r m r 0 < ;U O m O D m 0 G Cn D =7 D cn � D � c m 0 = O 0 z C M � D G) m < r � G) � z noo cn m D � Cn � pzc � � m � Dm O r 0 ` r m � mD � 0 r m � � r � D � DC XC) Z = X : - � � Dr � = r- m D = Cn � � f1l � ZZ � fll n � � O mD � � � � r 0U5 zD = m G) = < mm � z � Om rn = � m � � DOmo 0 � n 0 OC O c com rmrDm mz zoo m � mpr mcn � OCn m z r � m � 0Oz = z � 00 � � D ncn n rm � � � O = Z c) cn Ecn0p § DD � n m OmcnF0 � � G) � � < Om0 � rDcnD � � m Wm � c zm = m � Z zD r Z Z7 D rz � m � O m 0 - m_ < = mm = < � D n = z0 � m0 �; t0 = mmm n D = 00 - mz = - DC Cn � < m G) � r m r mca 0 < m O< c � D m 0c � 0m°� p0r � m � ooX D z - gym z � � m � n m = z0 � D � O � z m � � -j < 0D 0D Om � O � � m = 0r G) > zmm � � m m � nco zm � mD z � DpOc � 0n �0 � � mzn � mz � Or n � DOO � O Cn � -0m � m � 0 r x � � rcnpz � z0 com z 0 zcl) � r • r - cn r- ' r r com � zDOOm z r mmCn0 - � .000 r � � nD � � D C m Zm � - m O r m DSO mmm � r 0cn = � � � � n 0 � z < � c) z _ 0W Tlpm = OmD 0 m 00 = cz TI TI n C - r < r Cn - m > Z TI �7Z � C � pD = � ZZ ODm G) Dr 0 m mCp D � = D m = r z DC) n � CnD 0mD - m0 � � cO0m0 nDm m 'ocn D = Dmr � Oz < 0 cn DcnrO cn = o � m 0zzo = � � � m � cn � m � zm Z G) �' cD � m Dp C) cn z � � D m D W m rp --jM m Zm � m 0m _ m � _ C) * m Cn pm � Cnr �l zD : Z � - z 00 z D OD m070D z * Oc = 0Z -0DO Un nm m0n D z D r C C) m � cn0 < � mG) O 0m � m � cn r m n Cn0 O < z0 rO ;C7 r com � C Wz < cn � D cozy � c 7" , W � -uD > � Cn D 0T = O D � mn � p m � � � on Dz0 � mn 0 OC = � D C n G) %U C �u ;U r �J C) G) -< -< r C) D G) C C) G) m 0 = D G) 0 Cn � � mmp r O D < > � 0 cmm mr Dm < � m0z - � 0 � - p m � �J - Oz � Cn0m0 - C) 0 � gym = = G) r 0 � 0 r � � � D -0 • Z r Dm - � n -' z 0 n 00 0 O c r G) DD r � O � � m 0C mr TI m = z .C70 mn � W � X O � - Cn -< mmm C) z � O n O r = _ � � � z � _ U) • z < 0 � 0 � Z � 0 0 _ _ � D � D = cn D < m zDD z - zm � DDO 0 _ * m TI p - � D m m m - 2 < O � _ = Dm - Dm D � � G) 0 m � � � con0 m -u m D cn cz 0m � 0 - D * m cn r - m O 0o z z 0m = � � cn D = zr- ooz XTI �J zD C) ---I z Om x � z G) m m c rcoz � D - Dm O � � z D ODD G) !TI mcn70 -j _ � 6 - D Mr com z r- m n mD CO > Dr � D0 < � On m - mG) r � 0X m -u cm Cn � � m mcn X0D T O O -aN O TI 0 n m = Or m D < 0 nn ozDCn O Z0 = � m -< � � O Dm � o0 0 � Dm DcrD mmD � O 0D � � mO � D � 0 � p � � WcmD � � � � r- * p< mX � n � cn � r = z zD = � zz0 - m � 0 = cl) C) U' Cn m < _ � r D - z O D c n < cn m 0 cn _ cn D TI - D m < r r Xm 00 �u 0 ) m O z r -u00 m cZp XD m r_ r Dc D Dmc _ c oo � 0o con . z = m O = o00 ADD = W < DD m0Dmo0 U) � � r- � m � � 0D m0 = ,� z 0 - m � m � � � � z0 � m X < oom < om � m � � < Z < rDm nX 0 m rmC5 mn � Cn � m O -< � 0r- - r � Dcn � 0 = zoo < c cmn m m -0c = com Dm � O D D 0 mzm � - m mz � r r0 D � � < 0 pD � m = 0o � � > D m -< r � z 0 - z = mO coo D � W = � m � Z � C � D � oz IG < m n r- 0 � D 70D m m 00 � m � z cn � = Z ZD - - OD 0 � 0 „ � zz � Z p = Z � zm D O m m 0 N m � m - zD c) m Dm . r 0 � �7r <_ 0 c0 D Dm m m r � �u m mmm m m rz = 0D � cn Zm � Oz zz m cn m � r D � � cn � mmcn � C) � = = m0 r � O z m G) r m = m c D m OD D 0 0m * z0 r pm or° Om z � � Np � O m - = m0 � cnz = DO � � OD Om m � = m = - Om0 = - r r0 - � * - O O Z Xz � °r° Z Z � O � m � omo cn � D mZ7m om C) z m cn = n � = DD C) cnDc zz 0 00 00 - � Zm m m Oz - cn z mz0 = con r- M 0 � m D � TIm � z m 0 con mD DD O 0 - DCn mcn m D 0 - z = cop G) O � � W < r O D O m m � Dcn0 < - z = nEZC) = D XO � cn 0 z � Mr— 0 � Dr0 Z � c � � - OmZ 00C) 0 � CZ = nZ m 0 DrOc � � C) m = � � z TI > DD � m Nm0 � 00oD 00 r CnOZm = co m D - m -' Dr � z D = O N= pc � 500 Dm m 0 � z p 0 = C) m U) rX < m cn D D = �_ z = D T10r0 rZ z � 0 ;a0 oor m0 - m m � c- 00 m - r- - iJ n O D � Z pOmmDD m c 00 0 m OC) � m � O � � C) m ? Nm r m z - m Ocn ZC 0 D 0 z � m D com Om D r_ - D � _ Dn0 = � A � 0 � cn < < z 0 � � � CnC) n m cn n zD � < r O � z 0 D Dr p T � oo0G) 0n r0 I z m � r0 zD � Z 0 r cnnDm O = -'0 C) = = m = W me 0Tlm D com G) 0 C rCn � Omp m m 0 O z - com G) m n � � n m m . ; r DO X � rCn C) n0D0 � z Dz r > p fT1 00U) - O D G) � m � � cn W 00 m cnD C) 00 � � D � � ZTI Dm D � mr - OD Dm � = � p0 - m z � D � 00 � � mDz � z0 C - cnC) 00 � -0D � mm ; 0 Dow D Z D = O G r 03 Z m < r > p D C - Oz � � D0 Cnn � 0 > - D � z < n � O prz 0 G) D cop cn � z - � C �7 - 0D m O rn = 0 p = � m Xz = DDm 0 m cn zm mN r 0 - n m00r m = z DOmcn D � G) O mcn m z m - 0 � _ � � = O D � Oz 0 � m D C) rn � m X � m = O � Qzm Z m n O m p m p m0 � r C) � O rp = m = p � 00 m m ZO � D 0mDm zz -i � 0D mU) m - � Z p-- D m O c) O m z D O - 0 z _ D < r O y G) z n m ccn D � --I cn _ < - = D coo . z cn � 0pD � � 0 � O z = 00 � Dr- 03 z � � mDmD = 0 p � m0z m � 0OmD = � Om � m Don mD � 0 � Zmm m D ± z0 � cn c n OO Z 0m . z = � z TI 0) () r � 0 . r � � = D � 00 G �_ m �7 m � mz cn00 G) D zC) r ZU) DW Z G) = r G) pmODr K � � DOr m O 00 z � � < DC � � c cno Der - m m z � = 00 - m z � Dc p � 50 m = 29mD = D �' n0 � �_ m r �7 � D � D m � mC) r m = On G) Dc m < c D D < m - G) n G) n O < m m z = O m O O O C C C) m m 6J 0 nr 0 m n � DpzOm T1 0 mOmDO mr p � m � m0 z D mmcnZ com . 0 r0 m mD o � z 0 D m � z cn z . 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Cn 0 - n � - In 'D - (� N cn „ M v O M v C M = Ln -0 O_ 0 Om D co -0 m O ' m C m < D C � < D C M m < D C M z ZC7 (D7 � ;0 � ZD7 � Ln m [7 mJ C 0 X Z M O m < z O m < C O r<n r- < _ -n Z m Z T Z M D O M D O p G) C 0 - C Q < C D Z Cn Z G) Z z Z Q O n V) z 0 0 V) z 0 - Ln E z 0 Ln C) G) D G) Ln Q z Ln z cn i D � C Z C) to Ln C Z G) Ln G) C z Gf Ln m Ln Z r- z [n C (n O N V— N m C Ln m C z Ln m C rn O Ln O G) m G) C Cn � m -I (� to ={ —i n cn Ln � n Ln D D m D E m N O m O C O C Z D I 1 z D L<i� I m O ➢ D m m D m n m � D r n D Oz D m D n1 D C) Z I•Tl z, r cn D n D v' D n �o v D n n G) rn rl-I m � -i n m' -i D D -I C A A m n C) Cn Z = Cn D C) n O D TI 0 n �7 Z Y �10 O O O O n O O _n w C m C) C O D m C M 0 n•I M D D D M D D C M D D m o m o m p cn C7 fll II II II II z .L] Z 0 r = 0 Z _ D r r > D � D D r- r- OZ p N X OC cn cn cn O0 Q (' OC 0 z D Cn C-) Cn Z D cn m r 1T1 Z C c) O N N M O �, F M _{ m Lr cn o Z G) Cn D � 0 M D 0 ;J Z m Zu p pp F, ti, x Z Ln Ln x O N rn Ln w N x m m m U' D O 0 O Q Z _U D z �] Z CD D ITI C) m -n w NJ ry � O �n Ln � � u-I Ln v, m m z to rn Oo do O cn p p Cl)Ln p D 00 C7 W C C7 0 _ 71 71 Ln r �1 M m 0 U'1 N Ql _I 00 A A LD lD N W lD A A r D Cn C) p� o m C z m O vwi oVo rn fZ I.0 W � z w � I o z w C) � L n � z > D �7 Cn 0 X M G) r C co 0 00 n m _ < n �-` Cn Cn C O Z -n N Cn D D CA Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln CA - O D _n _11 _n _n -I -1 T n _n _n _n _n _n n Z r M Z m N m m r- G ^ O O T T T T T O W _0 _U T U/ X O D G� mD ITIm r � � Cn m �Cn -0 M � G) � p z z z O CO O O f l � G7 M D w Z M 0 Z m z u�i g v W Lei, �I O rn W W O O Iv v 0 O�rn Q C) 0 OD 0 cn cn cn o 0 0 0 D D m z z m Cn C7 �7 L- D N 0 C 0 6 iv O o N 00 00 0o O o Lo �+ �I w O m m m D Z CA r Cn N o 0 0 0 0 o z o 0 0 0\ z o 0 0 0 o z N p l7 0 z O m m D 0 m Cn I j D .Z07 D < n v� 0 Ln m Ln in aP 0 = Cn C) m D r Cn m o 00 � D go m n r, n n n n n C)� Dm o O O D = mW � � N N X DZ Z Z 0 m m N O Loa _ ,_n INv LNrI rn o�0 O O m I j D ,ZDj rn Ln I p N N Ln N O N w LD X1. � 0 C) z �u � D D N � Ln N �, N Lr, � rn �, N o I_ Ln rn Q D z 0 < C) < m Cn n rn o rn o rn m w a) -j Ln N m w p LD Ln Ln O 03 G) C � D CA Cn 0 Ln Ln Ln Ln (n Q) Ln Ln Ln Ln V) Ln Ln Ln Ln Ln p CD rrrl (n 0 D D m (_ r- T T T T T n T T T T T n T -n _n _n "Tl n p o m c Czi� mmn CnD O p O O 0 � Z ° 0 m W O N V N if -1 S l�D ,Q�l .,gyp O N V O rn z0 m O 0 I T I o Ij (.D 00 i-� O c rn Ln N M r m m z (n o\° o o\° o0° off° z o\° o\° p �] D = OW ;a 0 ? rmn rn A iv w N W ry N N o Cn -1 0 m 0 in o U 1 a, vl N in M N m m � m 0 > > D > > > D D D _ o n n C D D n o 0 r Z M _ Cn o D m D PROJECT .o N m m SUITE LIVING o73 n < w O �, o ° o m ,� ° Cn rn26 3 73 goo m D Q r o c0 �� < ° > o z LONG LAKE RD, MOUNDS VIEW, MN 55112 �S 0 �'9 0 'A `° ° c N C� I Ccn ♦ Z Q (D 7 V ♦ Z < m C S N o Cn / > OWNER �� O N CD r M HAM PTON COMPANIES, LLC / cn � Q c� D 2694 MAPLEWOOD DRIVE, MAPLEWOOD,MN 55109 O^I CD CD •v C)z CD CY) r o r - i , --I p i D i -- o - -' ! > , 0 < C� SE � < � I � � mr � � Dn � 0 c l� ADO I i I I+ E�X�t15ng Ga w (D (D � (D I � O0 0 - 0 � x � x c Bp0 � O I I I V) �O o — OHO _ a _ O z cn -< 6O � mn � � z � < °° 0 -u > O fl1 -- C I I r � cn p - O - � mnp � 0- - C 70 (D I zr „� m � z z D> Cz � D mom z O � I I+ (D Q I m -I0 _ � G) cnC) -0 � z r'I I - � � � m � � —I � G) -n m �`F-� (D r M I 1 NO `,� 110 ; I _ _ � _ - f - — ------------- -n O O rD �- - Y ---------------------- _- _.- - •__-_--_ -- -_ -1 / L-—------------------------ ---------------- , w rt � � Gate 0 � � � � (�D O I I un z n Q (D I I I a. i z p 0- I - �, N s89012'30° 8 5' PARKING SETBACK I I 5 Qj zC) Cil � C IQ C z o o 2 .o I I 5 1 0 -4 �- (D r C I D � ---- - - - - P, I 20' REAR BUILDING SETBACK )� I '� ,tea 1Q� � - Q Z)- _ / I -I i o n c I I cn I i 1 I I----- i O� I T — i f — — — _ � I / / c � n � � ' I + cn rn O z � � � i / I I �� ` � M0ZX O2 'Qu'0 O m � / I5 (D .r 11 � o x C I I jr-m ,r-r1 1 _ m 0 � - z n I D I ---------- ---------�---- I o CD O icn z I I NZ � Z I I Dp I v � rt z I II Omspzc� Dm pcn I I w La I--' �"r nl l I'I ;� i I z A � 0 I m I I I S89012'30"W 111.02 co i ° 0 � III �Z 90D Mco � < � m I C / \ ` i °' (D I I I I I I �� (Z pm z -< D I y Qp w I I I w � p I p K 0 r I - - - - - o (n (D I !I I I I I cn r c) I cn C I I �` 11r rn I I rt - - - — I I [A] Chain r n rt rt I m D 6.0 - - — 1 • I I I m �, Link Fence GO (D ! I i I I - - SIC=11 �� 5.0 18.0 2 .0 18.0 rj Z I .I I I 0Om i I D 2y4 I I m G) ; - I Found 1- ((DD �` i I I z D % °° f I ' „ p - _ Pinched -0 - \ I - 1 XrD w � zl I I ii � c � o � �� � 'I Iron PiPE n O O I ; I i cn I o r�-r - u I ` ' rtiJ- (n �, cn -a D D I O II - _ -I flJ I I - O I i II � mm �' � i „ cnp � lfl (D w i I I - Z _ M c) ,f -0 \ i O m O -n �O I I I I _ z cn o i �/ o x M :* (D N H"` i I I D m =c) ® o ��,� �Y v / / . 0 95 p��_'m W w Z �y r flnG < D r G X I 6. I I I 5.0 � Zb / \ otiN\ � zU) 0 I / 1 I _ z r cn m cn ` � ® o r / ` -r /m m OT /�DG) I j I I � 0OC c� ` �� o � 0000D pm0 pX I I , r �,. � pO o �"O ` '-�'�� pp � � O / ADD � o zD m � I I 1.fs ii n � </ ry o p I Z7 L -- --- — / �. �� / Z7 — I I C0 V spo I i i �Icno � 2mm � a' � I w � c,3 C (n I m O I 0 � n I OmO -n �' � y000 � zz I o I ;1� � � 0 Xm � -I ii -- � I I �D M j or ' I I , V m = z mG) zoo �/ � (.09 O 3T rrrl I I - o = 0 � n / m � 2m. o � !C7 o , b m � � • � < Dr � � �, �„ Coil/ zT' cn I ! I i I ;a I = r Oym > 4 j `flo D C I'TI Ohm I I _ mm ccn f / G) .d;O /�► C fl-n I I �'4.7-\ _ (D 4- / D / O rill / r �� -C) II I 1 _ 1 .0 2 .o z z �\ OZ X o I I I I r ;��� D G) ' n QI� 7 t �� � I IIII I ®- i O2E i' �� 7 z I I I I z - C CD � mCn I � z / O M I� I I mnlmTl -0 � [ o OZ \� / �' O �I � ,- - cn m I I I _ G) D m ,� / rD I (f1 I G )O (,) I I Dnp - � p , .� , rt pcnD \ O 1 pcnA � m 70m I \ �� Qr -n ram, r I T —• II I I I I OmozmD - -- -- o I �/ �' �O? QJ �� � O� II I I 11 mzmo = I I I � � I ` `� O 0 >0 D O I I I � � � rt III I > OOO ,,� c) � `� _ � oo � � s �O � Q,� ? � � � � � m 1 � � i i i 18.0--ID � z i O � ` ,�' � (D I i - m f11m1 m O ^b O \ -nrn I i r1 � Lz �' - zz I I I n 5 ��` Q� O z z X p A T' r I I , I lO •"h � r•I`tn C 1 m I I c) r� — o o IF o ° w - p II WAD �` zD � cn I I I m I Q a (n w / (D D I i I I Oz-< � � 9 o o m i o I ��-� ` (� 00 0 ' z00 c) C cn I I ti t I I p I i I I m G) aDi A 21 D i I `��i/ / I'TI r=r ` t= - I0 ; I rm I I h I C7 I I m = n � m � D cnm I I --- -- / O- j = I E O U;qmm p16 � LI I �• i I I ZMO . X L � � I I �/ (D (D \ J j I , I Iz C -n D TI O'�rl oo / r�3o m _ I ' 1 (D tom I I Q I 11 m z � Ohm 0? O -a f- q pr I ' _ � - � � Spr- � -_ I I N �� -+ X � rt < �c I Imo ' ii II � m o M �_ - w ^� o I I l i I G) (D rt � � ° Cl, '' X o rt I m o rrI z C I O I O O O �/ I rt � I r Q w n I I`G i \ - / % i`J z wc� oz NI W z O_ I II w -• I M , \\ / , p ti o Qj 1-1 z (D \ 1 I �C,�N I X \ � -- -' I im o rn R2p � I ,p o / / / O TI '-`' / z V I� I I O � W / _ w -u -1 C 1 ,x N m C I / �� o I I 0 0 W i / z / NCn C z / C � Cn LI -- h 90 DI - / O / -- z � m z D m - _ __-_ -__- --- z p - -�- ----- --- ------ ----------------------- --- 3 8 8. ------------------- caul__ -------------------- -------------m m --------p I -I ____ --- W �\ DD -- I i / � zo 2�0 / rn I rt i rn ^ mom , ICL zOTI, Ao\ f (D O I I 1 � p I I / _ p � D a' �s \ rt I � v II O"'n vvvvI. I I / f \ m Or m0 / ij D G) \ \` \\` O a�p - O / -- —h C D / I m cn m ����\ ��� )o M Q i e �, C m \ -Oz / 10 z D m ` I In �' I--� I Z D ` �, ! C� n , 1 0 p m D -- o ------ ----, C _ ---- --'I=-------------------------- z N O� �. I / / z D M y -�--� __---- N89 4830 E137.25 { , z T + " Z G) / O NJ O O /� I I / (] m � m m TI ` --- j�- O _ ' I W R6g " N o z c c ` .cf • �, i - 00 O n �d_'r" o H ----i 1 n � D � ivD - gym - I \ i 11 of O C:) 00p03 � z o� m � ozm � Retaining all I O X N � (D _ - I�� rn I 11 0 2 / Oz 0 c , 30' FRONT BUILDING SETBACK I / ' Fso w Spy rpocn - I I -n r II 11 - �R�9� _ > G) O I m 11 o0 0 v 2R 1, o m cn - -i z _ r ,l] _ — — — — — — — — — — — — — — — narg Utility��S-e111 -- — — — — — — _ --� °' 5' PARKING SETBACK -"7- ❖❖•. � � �3-.5� - -- � - - - - - � - - --- ------- - -- �- 53.oC63. 0 - - - - - - - - --® - - O - . . ...•J.- _ . _ -_ - -__ - - - - - -_ --- f TI— Iv — S89048'30"W 388.52 - L -f w ti V ` w � m � O ? 1 1 0 z o � S89°48'30"W 388.52 A Public R W Cll i C] pDK CD - t IUD co ) O m --- -- • - -- -- -» - • » - » - »- .—.--' -- -- -o--•--- 1- , f- , l r 12' DIP (Per Re c I I D = z W 0 � cn O P m r D r D $ c = D � � Km I cnzr _U OmO' N L_w�_-w--- I ' r r r Sp L — m- - » - »---» w-- �- ' cn m G) I T� m > p � D O m X Cz cn L J l I bIkIVE r C - ��t c� z � z I I v � � m � � � ' � � I 12" CMP ( Per '� , FOdnd 1 2`�nch z m r z I --- The N o�h Line of the South 15 Acres of the - :> ---. - _ ---»----»---»-----»---»--- -»- - -»- - -, —>,----»----»---»---»--- -- Iron Pipe p MIA/ 1 //I �r,f �hr, ICI\A/ 1 /A r,f C.-,e, 0 T.AIP-% 2rl r) 72 4 (n D z v o o Z Cl) Q\ ■ 6 0- m M z % CD = DD nCnZ2pCn n Din 0 - imp cn -n cnpp -n Dc) ,U^ r ,C O r m -UCC) � � � n � � <- -0 � C O x m � zm � C mmm0y -0O mm -n C7 rm II �� a �� Dz W �r0 � z O � p <_ r zc mD_ -0 � r -0z DAD = � C7 D � ODOnzz y D -iz � z ozy mm �rCnG) � Dm n � , o 0o W mnG) p m WO C p cNn � nm � - mW 0 -n cQ fll L-XO m � Dm � � � O m � G) r C mp � � pm = mOr � � W � O -n p � z00p � mm � Oz m m Dm czi� n Dzz > M � < mDm � � c) rC m � M m r T m -i m p0 C M 70 0 � X TC,) XCn -0 X � D Dp xX mC/) m mQcn � m mG) pm zmm � o mm D � cDi� Zn � = Mm00 D z � cn n m _ G) N D > � r oo mm pW pD mm � n �1�. cn -4MCn o � 0 z m � ` No� � nODp � m WoD G) cn m mD N � o � zMT pD < 0 = Cl) pC) om m � nmD mcn = m r n Z W � � X m � O DQoF) M 0 0 ---1 --1 r > � PROJECT FT 0 A O N L\ m m C o E3 m 0CD - MiI. m m N cn SUITE LIVING 0 2- o �.cn < < < oCo O A = c� D5 z LONG LAKE RD, MOUNDS VIEW, MN 55112 �sco co 1 ` O -9/� 3 �/� C � � a m D 1 CD N �+i n > > r n r .• Z < CD D. < Z7 (1 cn �^^ Cr, CD rQ N X OWNER l.." °, N m � C U) A M o o D HAM PTON COMPANIES, LLC �i0 Qowd Cn 2694 MAPLEWOOD DRIVE,MAPLEWOOD,MN 55109 o m a o cZi z o V , D� 1�tiR8 ° °o' o �'� 6 4� c ,Concretes Waddk I \ o- I ' I c, 1 I I T O � (DCD r-t- COO (D I I I O rt I s Lot n t+ N m ° n 1 W .o I 0 7 O Z a I I T w O M ET ,< - l0 7 N O \` 1 0 I D 0 n i Z x � 1 = ro p / ------------------------------------------ --=--_�__ '�_- '`Cn --(Sate o o' I I , J r-r (D cp 0 1 _ k U'1 C I s ---------- ---- - --------------- }------� L ---- r n I 15 Z '0 i---- °12-30" 1. � - 1 0�' - - r- n fl) I I 10 1 O O - --4-- 5 I ID u n Z Y 0 1 0 �h (!J pZ O I 1 I I M 0 x 11.. C� i 15 51� -J o C 1 c 1 rt I CD I I Ln W Z r o I �. Ln d 1 I O zS 50— S89012'30"W 111.02 oD o co — — — — v o fD o. z (D '\ \ j 1 0 OD 90 O n 3 fD I :I I � z rt J I o C 1 1 1 U O � I o — — — — — N Oo u,� 1 fD _ rn / e ' (D o o I _ I / I .gym p3 0 z � - � \ I ► o, w O I I I O / �\ m 1 o m / w. < Uj .I I. °�95 WI / S r o \ T I f I I /r /,/� ( �✓ co v cn �' W I0 '` ` ■ / iZ > z - IN ------- ) O=, fD r y�I rn 11....11 I JJ OQ J�� ( fD T ' I � . / �� a Q ice_ rt O zo Lr J - 3 ` rD � o . `) - 1 % :rl>0 (Q ,\tea Q�c°�' f zz �, ; / ID w o co Un Uj �( n - / (D 00 W rt I I Iq/ C > 0 t I U� un I O i 441.11 (D �J (D 0) O I f rOt � � m � � mmor- -I(D M o X ort 9. C i r � o rn C/) D rn 70 (D C) ro rt ( 01 C Z -` D O 0) 0 0 i I -. I e F O � Op Z rn l0 � � i I - I � cn � \ z p I rn i \ �/ p m no rn w �6 ' 1 Z n o < ---------- ------- - p ([> - - - --- �- So —7-36-- - IOOt m o / cNi) I �i C I coo 'I p -n C7 1 r N Qj v��'/ C n 3 0 (D i \ p / O I I � (D �` � C i D aj f ----- --------- 1 388.50 — o io ) I / p� \ x / �'s�� CL rOt O �o rn V I m `� / A o a6P� O 3 i a 0- ; \ v •o N fi Z o ®p-�,� 1 ------------- _N 9 48'30"E 137.25--- =- ----� coy 000 8 ° N -----36�0-- 6 1 / \ I i 10 Q, / n v °' 3 Wall O 1 f / I )I Q j 2Fs° ~ I f j rn Un Cn (n �, 1� 0" m r — -- — -'`� - - - - - - - - - - - - - - - V rrl a \ © - - j — J — Drainage & Utility Easement_ — — —— �--- Z � 53.00 ' 77 Oaim O - - -- - — — i c 10�-- r Rec) �yl LP 188.52 0 (A (eO / rr ✓ I .m2 i w----»•-- •----�---W— » �,,___ ;-- '- -- - -^-- -R- --'---- -- - -� O r / w / -Public R W / / 12�DIP-Pe----+)----M 1 -- BR' 0`4�0N ijkI o iL — � ` 3 1— 12" p », �-_______ Found 1/2 Inch , ��rt �ii -gf the South 15 Acres of the ------ - - ' Iron Pipe - �4•ot he _ _ , 4 of .E_ - m z m D r n� w � Jo0 C r CCD D 1< o o c . 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G m Zm0 r Om mZ C) nn �m�60 C) Dm0 > -aT � n 1 OD D n � n ; r p - _ � W NX T n � n O Or n mm rZmC7 D - G II= nmG� nm p 6C) /♦ D = m0 Z � �pnZo� O � G� � � � z rz -0mmn wn cn - Xz - p C O Xm m c) �xA 1 0zzDD 1, ; c) Z C � z _ � 1 c Oz D � D x � o� � X gcnmrm ; = um) mzc�i» m � m II- T� ,ZCj � C7 -0 < � � � m m zm cn � � � D ��� � yD � O � ZC nG O O � o nD n V 0 . TOT � p zOC T � p T = O � 0 mG) ohm °' --iz , X � zT - � mm = r -j m z � z � m p D A oD zz cn m �) �* = � mZm < pD z � � n Z � o z (ncn m D W mTT m G np � p O n � � - c m mn - � � cncnC� � � n _ m 0 � n cno mD �n � C7pOz X X D rn FAO m � r < U) Op oo � O � � zm O0c �� mm GCS rCO ZO z oocn n w m � v� Doz � m - G � z m 1 OZ = �1 Z � � � mmn0 � Cl � mOcn � m Zm) � 111 7< ? D X -n n ODOo � D � mr pn m � DTp m err Z O Zm m c, m D � zm C O TTI m . 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O � z pmD OTD � m � Z < pG) � zpD Try � - iT' o crO mc� Dm � O � D_= OK TD - `' r = m = mOm - rp zw � DD � mD � � m Tm0 zcnr � ZZ � Comm m { � n � DOcn n D � � c - T cnm z � z DW pp � � �' m KO ZN Om Oz II —I�I—III �I r I�I I—III= 1 ` ° m o ODNOZ Nz m � pr � �' � O m0 m 0T7 DO � Z U' -0p Dn �' � cn -a r Oz cnm O cnZ pnm Z — m0 = W � � � Nr p > :0 - _ _ t p = inz O mD z D - Om � p � mX0 omon DDcn �nzOC � � z = OOOD m m � � � p O m � n � m C) � � C) � c� 00 mm mD nN I _III-I I=1�- I �, III I-I I = T D c m D 0 r r 0 p D p T p r m �—III- _ 1 II-_ � z D � O � � 2D m _ r— K pD � D � � � r � D = � > W zTr p D O -0D � mG > c Ocnm U) � cn Zp -1I I-1 p r - r D _ G) c z T Oz Z zp� C7 � � rvn mm � mm � oo z pc_nw D m � � z m � rW m —y 0 - mom � O mO � � � O 7n p zO � T = m Am mm O D Dm5m m O � D � D � � m � � r- m r m . Oz rm - � ___ --_ Z _ Z - z D T mr GG7 Dm O n _< m- <� - ^^ fn cn z p C� DZU w z ', Zm - � ZD r cn Dm OG7cn D O O m m cn m G D m A C) p = --i O mr C_ � -� ~I --- --- - -- -------------------------------- ; _ T r n � - o m ? p D O X D m cn G) n Z _ Cn n D D rr wn mp m c � m xz � p � G� Dz mm zm p0 m � —III -- -- rn v, � O mm � m 0 w D 0 -0N O � - > p � z zx � � Dm -- c O � m O (n m � Dr Op ZC7mp mT Tm mc) p nZ pz Op w m O O � m � - Ow rD C7 - = m —III- - Oxo ;uE > 0w __iQTnz � -u On I I C O D m T cn Dcn mn � r r > z x mDOmDAm = = mOOwD m D � > �+ I _ z � z M O Cn (Ci> O � m � � m = A � � m � L7 � � O� cnFOnz OD � 000 � � z mm I r r m Z m x � m � m OZmm m _< O < � A r � 1 mzxOzo0r- O0 _jx > 2 � cop I D p O :CI0D r ZO < �1 W zm rD ZO � 70 < 0 � � � � � n � � � � � 0 m _ r z 6, D m X m2A T cncnm � -4y �n � cmi� m Oz 00 mOzDm � mC7O = � � zD -j00 m p Y O m o O mTT m PTO cam � O � O nT III— z mm O - m Z OTC N W mzp0Dx � 0cm * mOcn Z r z a > rn m D O DZ � pow Z m 0O � D` rrn � ? ry mGDG� cnC° D � � n �1 - [JET � � - mZ - � � Z � - z � a� D z n0 D_ c - D AZ p - D —III- < � mp ' zmmm comp D mmr- mDm Dzzp � ZDn � T = ZOcn O OD� OD0 = �L Q r m m m m Dn � O z 55m -j w O rzm zn m - G) � w0 m_ wZj0 � � m Ozz � n � 00pG) rO = Oz �i z r mm � r- mZ I O D O m m � cmnOoo oDn we III r- � D 2TmG) Q -0DC w DDm ccn -< - r m � DD m p ! ® n O = 0 MW -nM p z m m � mx z0 mz_ r r z_ r < � Tm � � r- � W MK �u0n � r-> p � cnz � w � rn � n m X Onp cnm mrC� p rn � C� 2D O Zrm mcn0 0 = D = cODDc � DD � O D � D � Omw TD I D = D = p vm 0X p XM -n � T -n0 �1 c) G7T � pT �7 z � mX � mr > mr- � 0 x Tzm cn rn rn z =_ � zT DmCST z - A D w 7 m mX � - m � D N � - �_ m D Omm -n > mar � � O 5 * m2 om � ZDO � /� D rC7 o a? r r = Z � zG) Cn n pn 0 z � Pz cj m pD0 DSO cni� D TrzD � 05; x z � z � � TO D z z p 0 -u > U) 7 0 W > O z m D G) O 0 � r � rz � cnZ D � zrmDCn = z � zmxw /` mph CZ p m m ZzoDZ Omn � mn z p z m x oo -ac ncD m0 F: > 0 n m = z > x 0 pm W D m e pW0omm Dz � D � cmi� O n D - Z OT -0 Z Z r Z p DC ODp D = m C) Z z 2Ccnz > cn z � OpDcn � ^ Dm m m m cn � c � D � � � � y prow cnmT) Dp m m cn __j pczi� O -nm -n m mm0rr z UJ � � = p = _ OmDZm Dim C7 Z = D Oor- m T BOA DD TD � nmT mn2200 O Ez m m = O z _ � Dm � 0 � mcnm z cn ADJ. 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P C V �LJ v D _ C 0 mrD � O � OWNER m • Z 0 D � DC) D � mc) HAMPTON COMPANIE rj S, LLC �i N N � Q � �o A N mZ � ODr O/�/1� U) Cw Om m z 2694 MAPLEWOOD DRIVE, MAPLEWOOD,MN 55109 y o �I Z r � lJ c� O M W (n (-) (n D�,,> D < C) �7 � Cn - - - - - � � � -:t8 - - - rncn A W N - � W rC) m � Cn � Dmmcn -i m--- r M P00 � rncn . wN . o w � rn cn � w N � w N . cn � W N � cn � wN � 0m = ° _ ° ° r = < G) rmp = �Cl � � r = Znm frl m m00 - - - - CnmCnn0r- zzzzm -00ZDm < � m � mFm NmmmmDzo � � C) Cn = � moDcnTmD � c) c) c) � zmDcnm00 O cnzm � zpm � C) mmC) C) m � C) O * cnm Cno � mDC) C� oomC) > 0 -� � D � DDz �7D � mm0 n � OCn n r = zmz � cznczncznczn ---I mcncncncn - cnD � ZZ z - < 0 � mmmmcnpcm = D � pmmcmmOmpmOODrT� - rrizrmm C/) m m = cmC = OmmOOmCOz Z O � � � OpmOC) OO � mOC) O = DrDrrCnmz = � D � rmm z � � � -iz � cn O Zm0 = mmmmD � � � DrDc � mmmrrimOO � � zr � � m00mm mD � C/) mcnO � mmmmzmmCn � m Dmrwiv � Oc) DmC) zzmOz � zm zr rrm �) -< m cn �a m00 = O zzDODCDDDDO° Om � m � DDDD � mOcZ = � � -< O � � « ZZm � moo � m � zDc) m < mmmcnmmD � Cnm � O 0 nz � M 0Dc - cnt � mcn � EZ - m mXr zczDOo � CnCn � < � p �_ Dm � � mm00m Cc/) OrCnm 'l7 0 � rrrrr = D F � � Fz Z = = = � � m � zZmomOm0DND � � � � mm0m0 � cmD � O � D � � m Z nc -i fll WCZjoDm (� � � AC) -ic-) rr Om D � n � C) OCnz � cr zZpnDZ ° D � D � mOmOm � o � Z � D�) CO � m U) CnD � m � zrrrrNG) � ZCZzpDCno zCn � Om < ZZ0 > cnmm - m - oC) D �7 D ,iDm pr DDmc D _ mm_ m � Dmm mrr � mOc � mD � -i E � � -iZODmD ZG) OD � C� zoMC-) z � Cz = � - � = D � � � c - Cn C) � DDDOc) cnCnCnmm oC) 0r �7 - gym oD - � C < OD DmZ0M �: � m � � mmm = mC) m � � zoxx - Mr � m0 � OCmn 0nDz � mMZ0 -UM - Dm fTl C Z0G) � mOm = Dpvzinz0 � m0 � 0 � r- mAzOZoz0xU) � m � z = mX X cnpOmnom � Xm � zM0-mC) Omzz000 � � 0Om0 C 0 -< r- � � � � oz � z ° Czn � ° Dom � cnmzcn � ocncnCcnOD � m � Nm � 7 fTl ° � Q < = m0z0 � = 00 � z0 � z O � zzpc � m � cmmm � � < mnO � Z fTl � OmmzDD � = Dcm Z � Wz � � O � oozDmmDcC) 0m � mmm = NO p -< * T = Cmzm � rr � mm � � 0) � Oz � z Ohm = D � � � � Dz � T z m m mz0o mCnDDCnnmcm = CnOOmcnU) Cnmz000mDCnmocnOmcf) M CnDcn Z � � OCn 'Or- Cno- r—U) Ef - � � D � mNOm = � z - n = mz = Dr = o M � DZD � ormm = W � O � D m � mz � � moCnn � OmOmmOmOOcnom mmmc� cn M � � Cn � Z O m D z y 0_ = T m z m m n m D Cn n m O m m m cn m z -j o m � Z O O Z A D D n o m O z = m 0 = = z m = D m D rO D n0 Z m o o _ m A m 0 -i � c m �) C 0 m Cn D Cn m � > � m z � O Z D 0 0 0 o c m z 0 zOmmOD °° ODmm � ci � D � mz � O � � D < WOrDmmzcn Dm DZ = - O - = A `� � � � y Z Z -iZD � DmmcDDm = O � zO � mWZ > � C OmDmD mmm DODA O O � zmDm � z � m � � DA � � � mC) z cnmmz � C) 0m D m (n zrz CJXD � D W - = Zff1rT1 � � - � 00DCn - O DZr p CCnmTmomDDom W r (n - W � z � mZr n D D r zmm zD < - mo O m0 gym - m - Dr < o c z - z - 0 zD cncn� � � O � - C) r � m Z C) Om cnD C� mmzm � mz - ° cn Cn � - D - r - 70 DA = mmm � cnD z > z r � * Z � C) Z mp - mcn � Zrmm z pmZ � G) DD � cnm m c) - - � N^ m � nzzmrzo r c) c) 0 Z = D < = � - z = mm zo � zo �_ � �_ cam o = o - o . . zrcno m m � D � ocn � Zc r -u ' c� o� � � cn o � � cn m G) � Nzp _ � ONm m Z mCn - DmZop - Z0 ^^ cn z m �) r000p 0 mmD mmm � ° m O m cn gym= cn rmmm C) C) p OrrCn � z COC gym ° mmo � ZOZ2G) ZN -u 0 � m = DDrNC) mmm ^ � C� Cn m0CnZD � � mZ � � G) ZM cn ` J M0DZ > -vcf) - zZrnOGOC7 - 0 � � O p DOZ0m T� Cn A �' mm � Dmoz m � D OmopDOmOm m Dm () G) Cnr00 ZOO = = � Z = � = zO � � mm = - = rm � � c � z �_ mmm � � m � nz � DT = � O � mO- mm = Ocn M -- = ) zmpzOmT' � c � mOmom ° m0 Z U) C) ZZZm = � z = CnC!) � OD � m � Dz rO � � � OD � > N '�' mmF = oz � � n O � � Dc) � �7 �7C�j � _O ° ODm0 E� : > 0oZmcm � Do � m � C7 0 - - D cz �a --o mDocn � vmi � G) OZC� o � zAC) � � � Zm „ oD � ZOm .C7 m aizmZD m -0 G) mmz m < OzD Om � cTnz � DzO � D Dmm = r > omODO p � -j - c cn c m OD mm OZ - m = O � = m � m � � mmcnD fll O o, � z = cn z � z � r mmm � � mCcO C) p moo Z Do � Z = � � cmOzmczz � Dz � � � � cDnc � OXcm-nmmcmn zDr D Q � fMTlzcCi) x -Qr- � ;Q -Qa: C) m O TJZ �7 � � DmpmzmzCnmzmC) Wm Cn 00 � imp OD Om � c m � W �1 (n OHO m03M00z00C) = 0zo) (nm /v mr- -0 -iD cDD � = � � mcnmOOm � � m � mmZpCn ° om - r- T6) � � rD �_ < zCn � mDmczDmmD � Z � 0mm � mmCnn�izD = cn � cn0mm o mz Dm r m � 0 DCncmm z ° Dp > C) OC) mDc = c� Zmr00 D Om 0 - � cn - D - � - O Om O mrp � M ;a 0zTm � � mCn G) � . OmOzm C z � z Mz: > FND0 � � > U Xzz p � p om � z p O - m O cn � - - zn - z m z - m -< mm � mCmn � m � o � noD cncnODnzCnCnWzOmo00Cn mDo O ozmz00ozzo0mG) . . m = Om oczzO � mC!) = 0? � O � Z G) Dm � � p � m � � O � CnWD Dmm zmmOmmczn ODOmCn m 0 � � � � DOm � pD ocn � DOm � r mmDCn � TZDC) = cnomcnm � xz � Z � Z Omm _ � C) m _ rmm m mmmz m OCO mzCn � - Cn z zz m C n Dz �a0M � zzD � z - mcn 0 m - � mCn C) �7 O cn � m Cn C) � omOmC) n O cn z � . o Z m z m � DC) 0 - � mp � m �- cn � D z � � * D M _U0Cn0 O cn m � � X Z � = oOr � m � = 0 - m C) C m - DOcmD mm o 03 , O ° co0m G) mz Cn 0 � c = -0cn � c�n � m < p NmOm rm = moCn = Dm OZWDm F O cnz om r � � z0 () mmOz � c � °z °� DO � n CnmzDz — OD = � < m z m cn = m z O m r = Z O A - _ D � pzOn � cnzmmD � mu) m D � = � � Cn � D � Cn D � mcm mZ � n JzmD � oOD � omOr ^' C czTNc: � < � DCmrz oo * OZcn = oD m0 0 � mm = oDOmr Om ocnoo zp � � Cnz � - ommDp _ D o p m r z O Cn r � � = Z � = m - � m - = c mc � m = r0 - C) C) M C) _ � z G mZ � = � Dom � m � O � m OmcnmCnr- Dpmmzmm� 00 � n � � - o0C) � DD (7 = DDz < p ZDpO -i -z m � mmZC� D m OO 00C zm C) CZ Dzc� � = m � m � pz mz mD � rri � Domcnm Oz = z0 WOZZD � � � m = � mmooU) - Zc) U) Cnmz � c) Dm OZ NDDCm- 00Dmp0 � 0 � OpZ � D = mmcm � m � C) nm0 - � mm oo m0 O� OCmn D � mO � D 0ZZczn � � oZm � � Z OG) pm � m � DO � Nc) 0m � � mDEZ � c ° c � D � zO ° ozzo � mm cmnnp7 omG) D � � m0czn � m = m m DOnz mzCnmc . p � O > -j O m � Cm C) r- mz mmD z Z0 � �7 < O � mD = mcm0 � mzOO � m � p � zm ° ° m � omc � � � mpD � m � m � pr pm . . cmmcrn = � � OCnm � zmro mm = rrmOzZD Ompm -i m 00z 00 � p T000 Dcn ° o zmD Cmnz � m omMm = mmzDm = - mr mcnm m r - mOD � � m0 � Cn 0000 - � Dm � zmcN Z � C) cm m � mO � mm - < mr - D z � mm z - mmm - cn = � cn � � m Omo 0 - , mzD Dm � rm vmi0o ° Omm = x 20 MU) Mmmz � CmmOD Do -0DTo r- r— v zpoz Ommc WOmz ,-Ca >Fn oCn 0 � � Z � �� 9 - 0 � � � O - m � C� Cn (n C m- � - C) C) p m_ m co^ m m m m Gz - z � o = G) = D ° D z cn * m - zNCn � O ZOz * O m = Dmm � � DO � � cn nz . cn zm mrm - Zp � Ozpm () Drr � m � 00m -< ,i < O cnZ m0 D = cm m cncnr- < rn cn zp mm � - mZ zCJO � r- > = � D � Zpp � ° m0 zD �{ p = - O- . —j0 m � O -eODm � OZm700O ° n � = � � mm0 � = Zx m � z -< z pD x -0 = � m_ mU cCn � n rDx D � z � mm D �0 -n DcnO �7D cn O r � D mD m OWmm � m D D 0 m � z � o m - m � z Cmn nm cn mmm m � � � cnmM mmCnmmmG) mm = - OZWmzmz -ir- Cnzp � � � m � mmOm �70mrD mm0 = om � DcnOc � _U � � m D G) ° 0 - = � z 03W - = D O mmDm � � m _ _ o M = Cn cn m cn z = C -- c- cDn = o . � - mZr m � 0 -- ) F- Cn � pCCn �t 0 = z � O Ommz o -n N0 � mZ - m O m < c) OO m -n m zm c) m = = DDmCn - Oz � Ocp ip mac) D Z cm pn m - m r D r GTm m mzm - °0 - � � -< 0m CDn mmm Oc) NO -i7, mcnoD = - mzz mmo m � � O � 0 D ° = mOZzm � m Om � m Z� cmnz � mn WmF cn O Z0D � ° o � m0 � - -5x > 7z m � my � � W � � � � zDm < mOm � m mz � yc�n (nmpC � Op � (n = � mooz AC) m Zooms -iZ m D C0 Cn r = � m Z Z � OZm � � = per oC) � � No D � z � mOOmm � mmm = D r = � � � � c) Wz � n' m = mm 0a: Gu m � mm � < C) z DC) mom m mm Zm mm0 FWD czn .. O � < � � o5OD DDOmm z � C) mm -ioo mN `� m � zzz � = cf)- o n < m mOpm - � 00ZCnEmzm ,irnm � mmDmy = r� � D0 r=r z � Z C Om m = a) mmm - ZDmz (� mp - zmC) m � m0 � � O DCnm � r mD � C!) mcnmDDD � zzmO DCn mxcmzOmD � Dm � pc = ZOD Oz � CnnD � Cn � - cnm cn cn � C) z0 ° D mmZO zOD = . DDT - mDma X = � � oomOm `� pm 00 � zcmmODG� � O � -i = ZmmcncnDmD = DmzD m0 = z CDpmO� m = O � � m m � C) �7 0 = z m = D O ' Zm � � mrm cn O D O 0m W m m zOCn m - m z O m O r0 pDo o D m � � D � ccnz c) cnC � A zOm �� � O > xtFzmC) Dm O000xz ' - ZZC) com � m � G) mpnm � � � Zm -0 - y � z C � TDD � mD 0 � = � zOm � m � � ° � = m = m !� mm O � NoCn � O ZD Drn � - m G) m = 0 m OZ0 - = c0M m Cn 0m cn m -i cam = Dm � mD � � m cD � mm zym ropm0CnoDD � Cn � m cz oz m � c� G) mC) � m0 � mCn O = z � DCnOZ o � z D p � m D0z mmz Dmo � mm0 � � mD me = mm -np- z mcmn00 � m Mr- n � C) cDTXmOmn = � zmD ,mimUmi � 2U) n � o Z � = 0 > m = rWzO DO () m zo Cn � � ODm 0� zD � n z � DOm mmm c � -i0 = mmm � rTaU) M ZZ �7 = � � v�i� mn � D G) OD � cci) < z� � mrm - mmmm 20 c m O m � m � � z O � z C) ran � rzmO �� � C) � mmT' pX0 mDommmr � nD � c C = � mm �_ G) � Z_ � Am � O � � D mzc) � ODOcn � D mz �_ m ,i zOZ m ncnDO r- F- -<-i -im � = m * COZ mz � 0 -< cz � m W A � mOCn < D � m � � cnzC Cn = z Dc� � m < < , -0 zp z � 0 p 00 Dzo z0 = m On0 � � � � � � m n � pZ Z m = � m �0 pZ m � A W G) D m 0 �) m zO) z 0 0 D Z O n � D Opp m � zo Z Om D � � z O M 0 z � = O D m X * C Go � Z cWn m - O �7 v z 0 _ Z . C p 0W Cn - C) = Cn z ° (7 Cn � = C) �7 p za c c m� cn - oC � mOz r - � m ,i m cz m r � C) = z ° O � O m � m m DO mZ0 O m p Zm m z � m r- � D � ,, m z CO OJ �I O p A W N . � A W N M J 6) Ul � W N 0 - O CO W ' O . . W N . m O m Q p � v C) � . m mmm � moomc; cnCnmcnmppmCnD � CnDomzmmmm = nm zOTDz � moCn � D � mzcnm0m m � C) oD DzCn � r � � mmmm � m � mnmmcnmcnm0c� cnmCmC) C) � DmoC) C) mDOC) � � m � T � rNG) Dm 0 � m DDmmO DC) DD z 0 zom ° z * m � 0 * C) - oOoo xc)x voc�no � O � � ODmDoo � � Xmmoo � � o frl QmmGZDonmm < D � � m � D � D � mOmnmr = pO D = � 000cDozopop � m � mp � � mzmpp � c) mmOOxmzOm = AZomzOCzm - Zm C) Z O z � O � OmC) � mm � A � z C) � D � ZnrrZ � mD - Z � 0 �7 � �Q Omz � m < m me m m n � Cmrr1 c � Cm Om O -i � - m � cnmm � C� DZZDN � � mOG) C� z Cn � m � � umi � p DD � c�n� znzz fll � mzzp OCnmDO � cnm � � � n � � � O � � m � � � � m ° � � = � mOD � � Zmm � OCDnz � DC) zzcmn � � m ° Z D DDC) m C) mD Z mm mom =n 0M � C) mcnmmmzM -n - � mDG) C� O > = z � < Dm � mOmmTC) m O � m ° cnmOO � rmmmmz^ m Z p � - mZm � = � O � mm � mmm < mmDm mCnDmrmZZ � mmmmrm � m ° mC � zD � DomDG) � mmcn � m mm DO � m m � p D � � pC) m = mm r � mm rmmm M0M O � cn - m mmo � � � D -ix4c � r= C = D m � 0 - m o 0m zOC) m- z � c � cn � cnocn � cnzD � cnD � Dm � � oC) mmm ° cnmmzcncnm �_ cn z > � m � z � rn � m � AcnC) � � mcn ° mnm ma0 � r � mmmmmmmmC) mOm � mcmncmnumi � � Ocn cn � romD O = G) mm � � cnz � WC � c�n � cmn n 0cmn mmm < mm m -i DCn mz � Z � Om _Opz � m � m � m � oomp = � = cn zm mD = � CnD � � � O � mmmmpz om n NAG) G7 cn zT cn � D = O - oCnCnCn = DCnZcnOcnxx p � = � o � vi � DD v) m - rn � mz OOC) D � m - mD C) r � CnD O � cn ,D � C) ° D - m Dmcnc) D � mC cn D � � cmOz - m � O - mmo - W � � O z � Manz Z > > o p M 0Ccn cam m00D = 00 � zcn = CnzCnnD � zCn � mCn � m - rr� - � C) cn � Omzcnccnmcnvc) Z = � mO � nvci cn � m � Zomomvci Z D � mC) � cm = czncmn � � poccc � OcOc � c � pcCn � cCnm ° z -< DCC/) � � = mA � D � � -U-< MMZ � G) mcn - m nm O z z Oz z „ � D Como -< < D o = m00C� O � () mD - * � U) m = oz mm DOD Dmm m0zm0mD c 000 m 0 ODO = m m - = mmD -i � m c D _ Z W mm � n C) c - mro0 mDm , z .0 C) DAD - p mm z � Oc = nD Cmz XOM �a mmm -< zmO = � Om � � mzzzDz D = m Dmo D0 � � z � zm �n mmCn0Dc - � 00Dcn = � momZmz � cmzmmOpmO = m � � m Cn � � mmm < � mDm � mzCm � C) � m -1cn O 00 r m O G) W m m - cn 0 D cn cn m r D cn zmmrO O C) C) Cn0 Cnm � m < m �mcoZDDmU) mom DAC) nm � DmmODmmmmmD � C D T` 07mmpm = WCnmC �� m070 = D mOzC) m mmZ < Cmm� � m � o - mOCnOmmDD ° OO -Ump -UO OOm � zDm � Dm � DDOm � D < � m � D r 0o r m m - zCnmm cn m r � - c (nC) DC om m cn m � m^ zC) D C � p0 � m m Z m �u0 OCz � mm � � D w � - r �O -- n C) z � rD < Zm zo mznnrm � z � D �7 Cn �7D M (-) U) nm � DOD Cn mmm -ir � mOm ° mp � D = CnpD Z - tom - Nmmm mcnm � � � OzOmm � zmmm � m � mW Cn Zo cn0Z � m z z n no czmm � OoOD c) � = c') M0m . Ommn X -- r0 MDXcnm00m � DD < CDnD � cDn � U' r z � 0 rDm � Dm � znO Z DOZpmrO pmop� z `oppx XcmrCnX � r mCnG) mmzpz � 0 = mDmCrrizrmG) � C) � zzzm - � ccn fll C) m m - mZ z m � O mD mz � m0 � m � = zm � � O = � mmZO n � on" p * -j--j D � o � O = z AD D = zOD mODDOzD = D � mmo0mm yznu) > OmDn � Mm � mmm < CnOD � � mcnmZD � � DD �� � C) � � ocn �� C) C) mmcmnOcn - § m mmCnCn n z � - C) 0 � cnmz � m cnz C) mmD � � � � m � mC) D � m Dpzcnm � zD D DCn = zm r � mm � m ? r � c D oom = D m = Ommmm Dm cC) o � OCn - � mr = � Or zz = omnDcmmOOmD � m � W Zx C) mrCn v, z Mcn = c) � mmGO mZ (n m r CncnO C) mz < � r � O �- � G) z -i 0 -� z -4m � O zm M > -ir- CnC� 0 � < DmCn Dmz � � cmDG) = poo - or r � G) - opcn mDr moDm m < - 0 rc = 0 = 0 = Dvcim n � Cn 0 � O nor � 0m xmOC zm0 ° r� mcn � Orri � mDm � Zrr mm C7 m � D � � � cD � � = m � mCnoo Z mm00zm O = CnC) mmD � -nXU) � -nx � mo � � � zDDz0 � 0 Z � � cn DDmz � mDmp � m � zcnC/) m � z � ° c zz Czo Z ccnm Z0 - D mm 0 m � -4 mm 0 - m = 0 c) zm- m � � mo fTl m_ D � mnD omD � mo = m_ 0 z zZ -< m � � G) O D ai m z O X mo � rr � pCnG 0M =r 0 - zm � Cnm co mm D � D z -nrmG Cn 0 C) D - �u -n m < O Cnoc rCn - > D mr CmCn . m O M > -0 m m C) - 0 � � �7 -im � o cn m 0 � n cn � m m D 0DD Cnm � DmDZOCDcnC °) mcz � ozDmmrmii zm � oOm mmm � � cnmm � p � � � m0 zoO � Z � � mOm � mD -< - 0 � C) � mm � mTn < � � DCn � DDzm � � mc_ r � � oo � m � Or DOm z - m -i * m00 n � zm Oz Z -< --AM0Z n Damp ZcnrcnDr � � m � - p0 Z � < m = Do pm � G) C) n = �JC) ocoD � = m 0 � Z Om0 = m mo mC) � m � � m � m � D m = � � G) n WO = Cmjm = imp zz C/)� p0 � zm mac) 0z DoZmo � = � 00cn ,immzmD � � v�i m 0 � = mm � c) OOcm �_ � mzcn zp � < � c ZT � cmomDmzprim � � CDj W � mOCmnmWo)— m < cz COOD � = noZcmn � czD = O Oo OmD = 0 r p �a n � z 0 -< mz O � C) - Zzmmm C � � - mzoDD - mD � mcnC < � DmOz 0 = 0 GZ0 m -immmo0 � = o fll � -- m> � m � mm � mC �O = � rOiio m DC�) � � � � � Zz2 c) � = o r- 00m - OmzD � O � � mD � < �) � Z m c cZn DD < zpc � zOD = 00 mmm -i � Dm DAnm r- cnCnzC�nfZTID � OZrcnzcmmZ < �_ m � � � � mDOm � mmzmz m _ D � � C0x m - -i < �_ � zmmmmz � ODz m � DO Zm � A C) _ mc 00m m , . � DD ,_ Cn zo mCncn � � Or � < OCDomD ° m MM � G C) OryC�npX � � ° mC) z � m � m � zc O mmD zm0 G) z � = � cz � Om - rO - mD � m � mo0r�i� W � D � C� � NZ = = 0 ' ;7m � = ;7r- r > cnCnz . � M mzom � D m m m z = mm Dm mzmc N m - - m C) ZZm mcmnz O cnn cn ATODzWmmm < 0z Op mmp DDm D00x -0 Ocn c) z m _ m mmm - D m � OmN � p 0 � c) cm � 0 � � Om mm < DZCmnz mp � = Wmoom � OCnD � 0000 � ODz Jo Z mW � � � DG) cn > m Xc = r cn -0 mmC) m � z � cCn � m0 rim � z m mmmA � opmo m � z = oo) 0CZn0 � Amz � D mz > z m = D oCnz � OnO m0 000Cn -H1D � m c� mON � - mDrm � o = Dm zc) oz zG) � � D Ap � � oNmzn Z � � Cmm � DOmmC) m � C cnD m = � � D T' mDm z � Dr mD = O nCni� G � D = r- Z � m cn c/) Cn m � � � � o � zDcn � z mzyzcni" � = mmm mnD � nOoomc � mooOZz = D � Dzm Oom � rmW � � Dm � o mOmCnO � Cn < Cmn � Cn0 r-- z mm m � m m � mDC mmm mm gym . mDo m � Ocn z O n Cn C/) m r - D r m rmiN � cn Z m � z Cnm0 Dm000 Zm = � mm0 = m Z � � X mo0 � � 0 ° � � AZ - � � cnC/) Dzm � Dz o � � m ? � O � mz O -n-- m OmDmOz = OG) C�nOWD � mz � D m Cnmc � O zm0n mONo > m 0 >- oCDjzO � OZ � cncz 0 c) mz � cm zCcjmO pm om° ` mnm = - � mzr- � > E:: MCDmm � mm � D00 = oo zpCCi) = < 0 mXXU) CDmmD mC) mzCn � mzm � � �� � zmDm z � moo cn OcgD = c � o � � Dzm - cnz 00OD � -j r- D z - m � Cnm U) m � O � mr mo OOmmzmm = z � 0 cnoC mmD � M10-rl mO � z mmm Dn � mmocp � � rT� om m = � G) m � mmZO � � cnmDTD � m G) N me m m mmm mm m C) OAm Z � cn mC) O � r z D = 000 m = n � � � mO � Z mn zO � cnDmm Am � D mZ -imr- � XOmDm � = Mz � AOm = = D O - > mCDn � = W m -i - DC/)) x - mmm 0 � = � � m = W oCDn � cc EZ -i Cnm � D � ZO = z � CD Omm � 0U) DO0 0M -U > 0 D m0 Dmo m � c ry G) � m00 � G) � TT� � DCnD � mC m � D m 00 - � Dm � mcDoO m = z cn - z z 0 z zz -< C 0 = 0 z Cn0 m � 0 O z - O D � m � DmOm � mc ,i CAN D r -U —< m = DcmrZm -- r m D * oZ � Cmn m C m 0 m m T -iWO m C) C ZD OmmmZ D ° mcn O �_ m < zN O � O � � � mz = z � 0 m � �' = mr—MMcnmDomcnDCnCzjnOm � � om -i 00z - = mDz - NmG) � pr � � � (nmzc � Dz � mm r0 D � rp z z � �tDD � mzC � 0 � = m � 0cm zmn G) W � m = D O = m � z < OC) m0 , cn = mDO � � mcn OrmmmOmmG_ cm � � � < � Om = � mX Dm m� � zp -iC) � rmmm cn � c r mG) mA m G) D z mmD D D r � D m r _ m -i = cn o D O 0 O r m Dm 0 0 � � mm � cnm D M m O m � m cn m -0m _ m mn � ,i o� mz T z m � = O -i00 OZ NommCnm � m � � C) O Dm OZmmO < � m m � W cn - D = � � mm � m Oo = D - D � cnmD � cmCn Oz m n cn � G) - cn W cn p � DroO m � mm0 ° mmm ,i � T70 cn z U) Zip m � 0nn � n � U) MocnC_) zzpm O � � � D � � z pc m0 ° � � Oo m � m � ZO r- C- OCn -n ;a nm z T � c - cnm0 � = � 0 C) - Dr o0 zDc rDCn� m m �� D � m = m � c0 mmm m cnn � � Cnmr 0 < mm zDm �7c � cnoCz) CCnmDrmr -i Z � pz � = = z W � 0m � = � D � Cnpmc � p � � � cnpyz � cc) O O mm m mon0m OccnmO � mm0 � m Ooz �7 � C _ Z n mmOD 0 m mz � o CmCCj m 00° pOom < < OO -i nm - DmC) mmoZOO �:. mz n � D � �0 zc nOMCDnmmo � D � Dm zO � DmmnmDC�n m ° o mn m � � cn � � � Dm OZ � � � D mZ „ nmOrm m � _ _ o cnm m - m z c) m < OOm � D 00 oa OO Umi � O p0D < rmC) m OCOZ z � z � Oo � � OmpmzCnmD � 0T c0 = Dmo DmD D � om � cD M ---I DcoM ---I T mz 0 O Dm N -aOD = Z mZD � TD � O c) Cn CnU) - nDDpm � mp C m O Z OD00 mD D - � - G) p m O m * mc m 0 E DO z m m p Zo = pzD O cn � OOm cnD C) DOmor° mmo0 D Om OZO mmD m - � o mm = Z -< Dm zcm0 ? = zZ � D = mmD 0 m m Dm n DmOm ODmD mm m m z - z m Czn DA p z n cm ° m = O = .. mDmm = ,Dimmc z mmpmmz DD ; _ m m- m Cn � m r OzD000 m n m _ Omm _ OZcn m m m 0 O � -< z0 ODmo cn = cn p mO Z0cm m �7rD „ Z � cncn To � D < m � 0r0 . � z mcnDW � � zTDmvm) cnpZG) -, mmr- zm � p � G) � � m � mO00y � OG) = 0cm = = ? 0ccr- � W cn 0 m c� D m = C) Oz < rm0 mmm r = Ozm � � -n 0 cnOz � C) < � O mz � m ; m = � * � D OD� T frl � cDm Ozcnc om mD zpz D CnDmzDmO � � m ? < = mmD � mOmm m - C� z cn mop0m -icn = o - U) =- mD m D Wp M CC) � D m m zm O (') z ivy m = � mz �-- p � Dmzo � � z * m D � z C m z m cn - � m � pc) p m D 00X C) D m DD _ m z O D m � m c �, = M - co Dcn m O � � C) = cn mOC) m zD o D C) W O D O cn m = = 00 o � OW m0 � �] OC z mm C7 D � Cn mD C r - O m ZZm -< Z � � � zT 0 rm c if: -, 00 � m -< Nz G) � DD � Grn o : O0U) z = � D D � m Om Dm D m � mmD gym- oCnC) m - Cn m mco m mmm = cn � m � mco C) Z 0 m z DD - cnm = O r mc) � o � � cn o DOmD -j cz Di = o D C zz � cn Dmm m b—) zm O z z 0 D Z0 U) pcn mCnzc) 0m z D - � mz2 � Zz� cn � N) 0E: Tm � � c 0 razor- 0 mG) � � m m � mo � 0 D � = N m 0 0 z c') < � 00 = � C) z G) - r ° O � m ram � � < T cn Z rr oz 00 m z Dz m = mG) _ mmZ cnz m � m0 U) 2 N z � m m m Z =n m � m D zcn cn m G) 7 � � m m � 0 m U) • • • cn • � • Cn -i -j Cn � G) D Cn -U O Or- m fll m D m z r M 00 � .0) `-n � w N M w � rn u, � w N cn cn W m CnD - C) m^ � 0 � cn00 (-) m cn R1 -i � m � C) cnm m00m m - Cnm Cnm < Dm 0mcn -im Dm zmcnrp � m rmmm � � DDzC) m pm � m mODG) m mmm � � � Cnm r m r - m � z � = DOm -U Or0 m m p = c0 mp � 0 rim m COmm cmmmm DD -i = m � m CnmOp � Dm rmmm rr mmoC) = m < m om moDm Orrn O = z = rri r _U _ _ D � m mmm O � D ? Dr 0 Z Z --jn D � C � mmm z � mOcmD � mm � m � n � D = mom = � mn � � cOmOc � � m � �' � = = 00 � � m � mC) � m � � mz c = T r m O � z - 0 0 .0 = gym m � O 0xO cnAOm M m � � 0m � > 55Dcn � O -< � z � -i � mo0m cmOcon - < r - z0 - _ - �_ - O > cnpm z cn m � _ � ; Om D DOD m X -i � mz - ocCn m � � EnZ � mm � m � m � � � � � � � OD ° � m < � � � mDzD � m � -i o � mz � � � �0 O CD mmm N D D zn C) = r ra m m m m fll D mznCm m mmm m � m0 ,i cZm o < m � O m fll cm O - mo om m O � m Cn00 � m = mmm � m :U Cn � Cnoc � m = mmm CnZDmG) � m ram m � m-mm N = m � mC) Om Z � � Z () � ° m m c') om � WZp Cn ram � U' cmnz mcn cn mZCn O � z � cn rr mmcnCn m � G) ozcncn = � mC) cncn � o � Cn �= (n � Cn (n z n = Cn mmCn DmzOOcn oz 0mm � r D C) m m = m _ mc = cn ° m D m m m = rnD 00oM M m0 0 z zc mOD � 0 � A0 � m * � � zm � � m � ZCnOO � m � m0 � � = c) mz � � � ZZ C) � Cp � M � � � � � .13 0 p m m cn ,i m � O O � � C C � C � m � Oc m - c c Z _ m � � mmc � ? cc mromc � c c c r �_ c ° c m � c Z � ram O m � ram D00 0O - Om o D m - ZmmD cm m - Cm ram = cnm O zmm m D ZOmoC) Dm cmmm my (nr � cm ram m omzDm � G) m - mn � m mz pD � � m - m = Om C) mCn Cn mDm D m oO mmT °p 00 �0 m zcno OO -' DCC) � DZCn cn omm � � m CnOC) r zmmm0 � � m m zDO � Cn D m m ram fll n � Czo p z ram mOy 0crnm - r- cnm XmzZ � m m Dmm cm0 � 0 mcn � c c O y � � cOZOm mcrn0 � OcOD = zz c � O G) mpC) 0 OmD O - � D O � mom m ca D Am � � Z OOOz z C) CO D = m � p p uDizD mmz � m ccn- a0 � E Z � O � = Cn0 ZD � -i cncmnDmOmm cn � m mD � mm � � n = c) z0 ram D � � o � z cn N m � C) - mmm z < < OCnz 0CCn -ir C - - ^ z ° gym - 0zD < m m � - m nzmcm � < m Dcn "jm rn � OCnG r p m zZ ram n � ? W p Wn � mOn G) m m mx = mn � zm 00G) D D m G) O � � N � o CnOz = W � my � mm m0 COD = rT OOmc � m cnm_ m _ _ D m � � mr � GmrD OOO m Z 0 � � zZ O ZINm Z C7 � = mz � = r r C) -im cn00 � y mmm (7 rIZc: * x- - 0c () Cn = DDmC/)O � m 0cl) > � x � xk: 00 � � m W o c O � G) o -i � m � = DO m � 00 m � Cn z = m Dzm = r mmm -4 � � rCn0CC/) mmzm � pDzmz m � m Dm � m � ODn n � To D = * mm - -i � C) Z -i cn0 c 0 D zz --I0 zmm mmm z � fnr Dmm O m � z O _ 00cn0D m � p mo D_ 0 ram - m > CnZ Z zm z = n _ = = � Z C � � 0D r- pD � z � 0 O � o o � R o - � 00 mz -i - - yr- n—i O � Tx mcnmp � oro -< 0000 m nDz -iO m OHO D � m Dm = cn � cn � G) o mG Dm D mDm r � cnDp � � cn mmv ;) m _ oar 00 pnmr- O cnz � Dm � Z cDm = = �_ mmm m m Tm - < D z or Or cnccn DO mmm G7 < m zr � W C r Om O m m m m - Om D m C� O m o0 z O D c) � ram � mDD m - = mmm m � z mz mmC) < m oncnz z � O � 0 ;ar M cn � 0 - � D � W -< m � M 0 z -' n °r � m = m Ommo M z0 ODm 0 � _ = DO m = gym zD mC mMDm '0 -, � � � mmmmm mmmo wo z � � Omcn = omEZ � � DDO � m ° � yDpmD , - 4 � m0 � fTl 4 = -i0 -i 0 W cn0 57 m � _ -< �) � - m � Cn (7zmC � -, zcl C7 z m0 = C) o � � Amcn Cnr rri ZNTzm 0 - D m m Dm mN - OOz 0 m � O � m � m � O m0 C) ° D � = O � � � cmnmO � CCjD mcmD vD) m - WD - � � O m � zn � mN � C) Cn � Dm mpZ - m = O r n1 Z `'' z0 � nD mOOC) mz � c�nm > - - Z cnc Wcn cn M mzD � 00 � Om � = � Ocmn � = m ZCn D � O � mCrn ram Dm -iz mo OOG) D < WZ D - G) zDm 0 Or p cn0 Cn = C) m � < -a_ D fll nCnD =- m mmD - m m z Omm 0cn � m = 0 C/) zcn < m � r0 m D o O^ _ Cmn Z cn D z � O m D M ZO D D D m C) C) m ° C7 D ° _ m D z m = G) c O c m m D O p Cn can D Z D O Cn m r fll o D O = _ m W m rap 0- mrm O � Z mmZM > - < � oX0 � E: m � cnmOCZ02-n � ° D � mnzmm ;0 = D � moOo � Z ZD � D ZD7 (7 Cmm m n * = - � � r � Z < m n� - OmG) ram D ram Onm : � Dmcn D cDQOc� O ° � O0 o0mcnmZ * � O mCDnC) m00 � � 0m � � Dm ZEncn 0 p m � Om n om � � m < m D � Z r � > - � mZmr Dzm = mT' � m = Dm WGDcn -i DD cn � oCX = m cnZcnn O -< C cn < = 0m = � 2 Dm = p� ozm m � n nD � m � D m � OZ m mC) mmm Dr �Ommo � AmmDm mCn m DmD � n mD 00 � D Z � � O O O m N � Z x m 000 m W cmn0ccno Emo DmDG) c r � Dc � m cn W � W � � � mmrm O DD Z p r- oc ram G) m � m C) m rap - � z m � zz � ZZ DA� o � r- - - 00m0 m = zmm Z � OD � � zn or mmmmc � z � p � D � omo ° �_ _ - 0 > S?o � � fir= � zD Cnm � mz � DOccn mzmm Z = ozzZ° m � � z � z (n � no7 .Z07 = C) �7 0 - mOm � � Do � � m m�= � � C) = � n OJ m � z Cm Dzm om < � Ocn G) cn � > p� 0 D m0ODc/)) D � pm � DmDmm � C) m D Dmm-- F = mmrm z ° ram m = O< = X < r c -a O � � oOCn Cnz c � m0cn � -i = 0) 0zOm6 n 0 � om � mG) � z m cn00z Da momD cn „ C) � Or m frlp ram D (n Cn -1oO G) i .a m - D * � -i E xX O DD0 <_ _0 zmD - > mmrrri oC7 m cxccr A - x0 � � m Or- c � 0 Dm Dn � � m D � m � Z rap O � m � � OTD 0 � m � O mm � � rp GZ0 � NOm �_ O z * z Cmm � o � D Dn < C 0 � Om m Ln G) 0 = m M m m r0 zz pz m m � O . r- zO � cn z rDm . - � Wm aoim � � rCn nr- 0 � mc-nz mr mOmZ - Cmm D O mW D0 � om 0 cm mG) � -iD - � O Z < m G) � Cnm 0 M c/) ) 0 mD - � D � rm mr 0 00z mcn m < 0 0 -i- Z vm � m DC) z cn mD < Oo O cnD cn0zm � O * m � � � 0mc: mmm � Drimmr � Z E m -i * 0 me Dmmm z zom m O 0 � mT ram G) ram - 0C � Cn c zz nmm � OT� mp z0 mmm � zD Ozo � u) mmrm � O Zm ° � - o cmn0D0 c � pC) cznmr a WD z pmr mzD O0 � mD yD � m � Cnz � r � ZmCOjm mmm G) m � cop � 0 Z � � � � ram zmOO � DCn0 ram mZ T � C � z 0_ m0 ram � � C = mmm mm� � m � m --jM0G) SOD oxDcnO � Zo m m0- XC/) mac) mOmm W zmD m0 r - D m0 o cn m 0 z W m � m � 00 O� cnmcn � � z ZOO mcmm � cOzD 0 mmm � mz mf=rlO � � 0z0D xM - DDmr zm � mpm o � 0 O m Cn r DO om m � Cnm �u m G) - c m mo 00 0Z z 0cCM A = C) m = .am nm = nTmc Cn � 0° C) m . C) 0 = D C) m D � mT Cm Om � OO � cnr 70 � Z cn � c0 z ;) � Cn m cc = T QCn < C 0m map m0 yz mz � � Cmm Z � m = m OODm C�nO m m ccncn ON � � cn z � � m � o � O Z § xDr UU)) G) ram -iD m p0 m 0 � � 0 mD � A r0 m C) D �7 m r D 0 oCD < xOOcn z 0 . ram mN or � � m m z mo c < O = m � mD0 mD � ccZ D z � p G) m C) m , z m cn m0 0 CO Cn m zm z O if < Z0 m > m ram 0 , m . = -im z 00 � m 0 � O Gzjm = 0 m G) z mm0 -< -< m o 2m- 0 mC) C) p m = z o � 1 Cn z D w z � = Z �J 0U) cn • 0 m � W = � � = cn O cn z0z Z * m -0T Z D -U -U nOm = _ � � � � � �' C) mmm C) Cn 0z - D mo � 0z � � 0 0 D O o Xmm o mo - m Cn Q m -0 cp xDOD �7 �1m fll � - � � � � � m D z - - 7� m C° c) > U) � - Om � TI � � Drr1 D cep zc) v) m C DDDDD � Z OTJ � z � � v, c m � > � � DDcn �7 mTl � Zl D � - m cn r D � � r = � zcn - � � O cnDm oc) 000m � = cam ;a ;U � mm m ° � - ° -Q w -V � mDm D MOD � � C) m -0M > 0 z * Om _U n O � O � zm m � m c- � • m = = = = = mmm ODD � X -I v, m e v, < D c M m m DOr- cn zocnD � � m D � o � � � cn � ODz00 D z n m � D � 0 � 0 < m -< m m c = O z � � � � � mD cnmz D � �J � O z � o o m r < r � � „ ---I0o m z m � O � D = z Z m � m � z � Z cN") mm � m r cn O zm � D „ � mz cnCn n C) mIj O m zzzzzn � omz D � mD o n m o `^ o O z � mD --i0M0 Z z � cmzcn � m o � � D ; � Z O O �_ m � G) W � � C) n m � � � � � 70 cnz � Z ;(J O -n � m o W D o z C) � c) D oz � � zi - DD � Dm cn Z z -UzzaoO 000mD � m � - Z mm0 C mD Z p0 � cn m .. . . . � � � cn m M � z z cn - Cz (,7 zx = cf) Zmm O OrC) DOmm � = D C) -0cA O � � D - r zz - cn m O � -{ -t O m -� -I cn v Z � mzD � - C) mDz � 0m O � -n mO W xCn 0 D Om Z OmOo �1 G) O D � cn c m � y00 !?1 = tea- 0 Z (n O � m o � D D o 7u m 0 - -- � - -< c(nm (n mDz cn00 Cn Z0 > DDz m � � W < zcnZ - � M X � � � 0 Z Op - zZ D � � � � - Z � cn z O O � m T N - = z = .. m � cnCnO °° mmi_ D �J � cn � Cn r - DO - m Z O Z � 000 �7 ov) ;U n � m � mxZcn � C7 Cn mD o p v) D � � N) C� O0zz00 C7 cm z � = m0 � � � � W z cO � Z - m * m DzM n --i 00 DCnIT! c � rcmn -< = if O D nmx D m �) z0 Z zr � OD � = > ZCc 00 = DAD � Z D � m < D D m � � � � o = < c_n < - D � 0 c C) C 00 D C) m D r o cn m - O m Cn O O C) = O Z Cn �) .(J 0 G) G) m z D D 0 0 p0 m � (n m Tl n z m -I -{ D D o .. c G) 0 r0 � � Xr- r mo � K „ � mDWm0 oo O m0O< �7 � z � D C0 < � m� 0 mm � � � D � Om - r0 v, m -+ D r Z z � x � cnz � O m �'" �) r N r � mmDO r�i1 � 0 � z � m � v) o 0 = mmm �J � m I?1 �' � D Cn D � m00 z m cnm � �a 00 < � � : o o n .. Ncn Z cn � D D O m = r r z m D m fll m Z O �_ O c � D � = z r � m Z Z Z -< ;7 K � r m - ra m D > c m D � O � zm z � D c) zDmr .. DOcn = � z Z ram 0Oc � D z mD mDrcncn D cn � D m m �) � D r r w o; z � mz N mw0 m �_ D � cn � m Cnm - z � 0 G n � D � � m Oz < ZD � � C) � � z = „ -+ - iv N) OcnD () � oo � ox m � cmn � m C m D zmD M � * mr � x c , G) m r- -0 0 (n m D -n 'n = o lZ G Ln x o m o \, mrm C) � 0o0 O ODm m � � z � m �) V) F007 < Din � o m Om � m � 00 Cn m � �,, z (n cNn M D c �� D W V N In In (n N 0 - cnc Z zcn � r0 cn = � nZ 'l7 � z -0 OrDc fll z � m z Cn DmO � m O zm O O mD 1+ N c0 � PI � � -+ � o zmm � W � n D Z � z � Dm TlzmDo fTl T, D D � � � WO � oz 0n X ommDm 0 mm m Z D � o o u w � o 0 o z N) zmm > In 0 D O = m ,uO 00 OO � WO f�Tl m0 � _ � c � D � ZG) Om D nm z � � m � r 70z X r 00 m Cn r Cn Cn Cn Cn Cn V) 00 m z N D � "J ;a � O O m n o w Z D < Z m O �(J m D 0 = Tl (n cn \J m m D D = -< Cn - O r0i D D T T T T T T T T O N) m^ C» m fTl cnc � D � � � „� _ cn Rl � cn � DOz � � c Ocn 11 mmZZ � m � � Z c � z N O 0X0 Z � m � -< z Cnr- - 0D C) � O = Z < � 0 C) � r0 -U - OpmCnm m D m � D D -U F" o o D O � m0 0 � mOcn � m = - � O � r- m mm � c -0 OD ra n � � � mcn O ram Z zc . rn w w o ={ ry Cn « mmm 0M G) z Mcn � Oz m = z 0 - r Op � � o N 60 00 6 ° = � z 0O -1 Dz � mcDn m0Dm � D � � O * = 0 � - � z O � � � pOcn r U) � G) m m0 o 0 0 0 o z m Rl Z � m � D - 0 m � m � = -V Z m � D m U) XZ � = cn � � M Om = D m m0 m 0 „ mmm m z (7 00 m Cnm w w o z � m m (n D � c mcnm0 z ZCnm mmm � ' m r- - � C) m r0 -nU) am in i� z - � 0 � mo Cn Mo zxm O � G) cn U) (n mr = o G) D � O om mmZo � � � D � Z � Dcn � < = C � - DDDn � cn � � C) � o � Dcn � O D D D LO) LKN = Ohm m o n � � z > m m � > m m 0 rDm � � W � m 0fr1 � � m � Cn r oD Z O OD = � r � oo � c� n mrvm-0A � C cnZ - � cn - oommC) n ao � m cZ0 m � r- � Z = = � cn m � � M � z = CnCnm 0 . F" � � � W �m � 4 ram > o � Wr z � z � � mmm mG) o zo z � mm � � � — _ � m � - m0 � m 0n � 0 � u N O -< ao -<* > ° Z m � n = m0 -< > - m � cnm mnK D � cq � m m � Q oo � m D ,l m0 (n � DZ zm - z0 � (� N) 0D O 71 _ U) m O m ,-im -0 nG) Z Z N N iv 0 = NDOmo m r z X _ mmD (n - rZ (7 �pOz m � cn � Cn C!) (n mm > 0 Cn rm - D � O � = mCn � � w rn -j Can N M DAmno * O Z < Z �-. m E 0 r m D � � D cn < cnm m m zx Z � n O D O � (n � O o m D � v, v, v, v, o m o� o � G) � O D cnU) cn0 � X -n z * � z � 0 � m mmm 0 C) - z = � mm � zm zD T T TI -n TI � Zz ° m — Do cn o � nOm � mD .CJn .0 mmm � OO Om mcc x � -n � � � m � m m ZmC) � -u � C) m oz o "' 0m „ zr m cn O � � cnom M 0 �0 � m0 -0 C) < X O mmcn m m - m � Z ZpmmO 0 ,, o - cn cW m C) � o C) � zcmC) zmp � � � C) m zm � x -< Z z Cn � 0 O � z � C) � zz � rn w N o ° � m� O Dcn 0 D � z Om mcnC) � � r00 W . o cr m0 r OOCn -j � � - cncn � � cncn S p o p -P � � r X r z0 0 -U �pm C = K O � < . 0 m � � cn m Z mrm O � � = O o a) n o O ° n m - IT! O � cnD m - m � -U mD Z ram On � cn � � zD � z � m X 0 � � � � zzmT" ;J co * 000 � � z (] � � cn * D m � 0 � c = Cnz c � X w Cn m � Xm � 0T"` - RI � D cm m = 0 m = C7 m � 0U) () m C) r w N F- D D c) = Dc c � = mcn - 0 m0m � z � z mz Zz C) X DO zD - � C � � M in �--� 0 N D C) � c) mo - 0 `• r � ro - i elm m G) O = cnr0 m °' r- mco 50 zCn � m -nG) � OZ = * imp U) zz D m om D � rzz � .. zz � � � � � m Or � o � � D Dmm = r � (n ram m O Z � Z m °m° Cnzoo Z - n cc DK m0 �0- � � D m �' 00 = � � . 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� � 0 > O � - m -0 m mN) n zz � � - � cn � -jm � � � mp -a � r m c D cnnmz z m m r r On m mr - m c) cn � c D -Ti O o rzO � D 70 p m Z- = 0 m y m � G 0 c� m pm p O D D m D m D m D m cn T D n M p U) D z = 0 frI frI furl m p .Z�7 D z D m cD/) m m m cn f7 D m o � 0 0 m m C cn cn Om° Om° y m cn m m m- E: --I zm � � DD D � cnz � onTlZOmccnc) cnrcnocn DDDz o 0 � z z p Dp p0 cy m m 0 0 z m - � oo � O � cncnmcn cn cn m D cn � cnmDcn = � - � � - c - - rc c0cmm XD p cn � c) cnoDc = C c n � pcn � m - = � mOn � � � (nOZz � � p �7m �J � S � pp � C � -< f� m m cn C Z r (n � m m � nC) - m m m - p (n - � - Zm - 0 rDOm mODnn � DO = 0 � z O � DDzOmOmO � W DcnCm � n . z z co Om mr n m r c D 0 - c) r0 D MMMcnz D < � m0 > ncnD - rrlp � m0G) DAD Dm - z Zcn m Zz * 0 m m > G) r z mpmDmp � ZO> TM cop � pmc -nm Cn � OZnz � �rOmo � yp0p � � pZDoZZD7 � fmTIZ ,ZD7� � - cn � O cn 0 -^ T r 0 nz � D � - nDF - n rDr mnOc� 0m0 � - mCmm m m � DD p � 0 c D cn cn cn � mc„ - 0rc) < m 0zoZ0 DO Dmm � � � c) z � cm - -nz - �_ = cn mOzZ � N CO °° U) Zm00Wpz00mDm � mzm Dz � �_ 0 0 0 � n m � mm cDn m m n U)IT D M ---10- Z = � zno �u - � y r � p < � DDm0 r- �aM7007r0 - rmn- mn Z) D —' DCnD �u -nM >) C/) Mm � O � � DcnOmO � p r c) N mo - � cn F 0 Z < S r z � 0 rZ) Dcnn D � pnO Dr Mz > m 0 - mcn m m cn cn < r � 0m < � � O r cn r S O r m z m p m D m 0 z 0 O S z S O D D z D 0 n O z n m n D z - z m O D m m cn o m 0 0 cn arm mnD COm � � o � o0 � � D00cn � < Dcnz z D � * z � � c pD m O G7 O m DDO - 0 �7r � Oz = Ozm mm 0rz D - 0 � � � m �OmDzrm -- m* cn O m0 Om � O cnDc r z mm mc) � � z y z D _ � � � � � Dz _ cm Oz � m � � j z � cc - - m D Do DZ z mO Z nr=iI < Dm mmO o m �_ prncDn Z n m m m m Or D = v_ m z DmDmmmmOm � 0zzG) 0 � O mp 0 0m0 = 0 Opp nmm c) Oo0 (n0 -_ O cn m m m . 0 zp � Z - D � Or 0 - m � � � nDm - - � r m - m0 � � � m mmp = am) mmc�n � y �� 00mc) � zTm 0m �� c cn � � 0 m � � D - O D D v M = O � DcO � � yDzc) � rCp - gym Omz � mm � m � � � - 0 Dy � � pNrmG �.. m � cn * S � MoC) G) � D � � rODcnmpOG) m �7 �7C) = m m O v * � n x : cn m 0 � 0 � � - G) �7r T DW — mD00 - mCMm 00 = moz z � � DyzrOmpmm m m Dmmz O r O Z D D m m -u D m yom Z O z z 0m my � m 0 z O DzD �_ n D y m z Z zD � mFn ZDDcDn m z z m z O0GDc) cm SDDD m m Dr _ Z n �7 c O - z Z - D �7 D O � � � D � _z � Dmmm ZcnD000 ,umcn0DOm_ p � m0 mac) m D D X o � � � m 0 m 0 y = � � G) DorOO p � 0 z � � � Z � D <cn cmm � � DTN � � � � m Dz 0 --i O_ W Z Om = O < DDmc� m0mzc0< z z D > MM IT IT 0 cnm oM m T O z � m mm WDz ITDD mcanzmmm - m ZOZm D * An > D O Dp = cnCrOz zzm zn m0Z mmpp yzWDnm = n z On OS D D m cn D � mm 0 z0n Dz Dm G7 � n 2 D ncn O O D = 0m� 0 m o � Dm � � � mDDpC) y � zm D � � m m m 0 0 � � n �0 z c_n 0 z m cn C) D � � � o � mOz m - mm - m O mom = DDCC) O Z = -jDo = Zr) m 0 < C _ Z Z r m �7 D z m r � D z m - z D n z � z 0 � m Z � cn Zz � � OD c) � � pz � 0m Zon � � 0D D m G) 0 z z = Z00M0 n cn 0 m x z - n cnm � � � D OSZ � DDmm � � � � zEoM � � Dcn - � � mc� uomz * Pz � r cp � m 0 - z r � m � Tl � - m mmv' o„ m � D � p --- � � � DOmo �7D � Docn m Wmp� D � Nm � mDm ,, OO � cn � r � c" DO m = cn cn p z m � � D c m cn xm -n � Z o � < = zcmnOc � zmz - pcnOz � Drz n0Z m � m m D = m DD z M W m DOmpom 0 m � � = � m m DD c: IT m � p m �a C/) = X � 0 = cn p D 0 = � S O r n m z � - cn o m c- S O m = m D � m z 0 m m z cn m z D m m r O 0 - m o z D O m � � � � � c r � 0 � — � m � oo � Dr � Dim ° op � n � mD � z � � O .. O O z m = n � M c m o m zm cn W O - Nm mr- nOOOm O D S D O p n � � - Z �u n � D n Z mZp Z � cnm (� O - - mD Z 0 r r m cn cmi) � mCncmn - .M m --i 0 � � z - OZ — Nz m m n m n cn 0 � D = < � D0 � r � yn � Z � �' rl) m r r oo m � m v) m cn G) � � m � m � 0 � � WZ r OzmO � mono = � p z � O � C � cn � mOmcnO > �0—r- N � Do p Z m r_ OT n m z 0 -0r- X0 < � 0 U) m � � Senn = � m -< Dm D � � < SDD � m = � mpmzp_ zcnmcmnmD = � = z - z czn Z D � � o m D o o 0zc � m � < z z = m mz m � m m � z ?Z cn - 0 m D z m m m < T p m Z . D m X m c r E c m n m D z z D O m m 0 m Cn 0 0 D � z z 0 - m n m m m mzcnp m xm = DDO � o � � � mmOm � n m N m 0 0 - N -0 �_ Z m � � mcz m cn m z � � m � rGDO < 0 mom - _ - � � cn � p 0 D � - n , - � � 0 �70rz 0 m cm w x rL 0 � 0 m0 � � D v n 005S � DD � zDnrO � on0 � cnm � c) n � D � m s O D r 0 �a cn > O � cn m � � � D � O � r -0 m = m = zm mm S p z m � m m S r X r c D m O D � T z y m z mm -- -a 0 r n 0 - cn O m z m D 0 mp Zm � S = CnD O �_ D = C 0m cn z C � � D D 0 0� n N m S n Z D (7 -< � m O = c � z m z IT m c 0 - cn m m -< C D 0 X D c Z D M z m r D m 00U) � D z - ZD - m X 0 z z m r �7 � � . � m 0 DOD � .. D OOczD � mZr� > INCcn cn n Oz0 n m n m O 0 � 0 D z n Onp7p z � * z DD m mmDm m cn m rmm zz °Z° IT mp_ DIT � 00 0MZ .u7D � znmp � cam S m D mD O 70 cn m m n m = c m m n D � m -u Dmmp � D � z0 - Op o � � n cmn zmDD � n = cpncmXD Dcm Z � m m S cn OS O O m DZM - o z - Zm 0 Oz � = m = z 0 = � z0 m = O 0zzz � 0 � 0 m � zncn S D D m m cn z z 0 m AND z m Z cn m z * C yz � m m m O y �70 Dz O z O z 0 n m D D z 0 D cn 0 z z cn < o z m 0 < y o z m m 0 � 0 S 0 m = = D m m 0 m � mm Oz 0 ---I U)G� OCm cn0z y m < p m m n � 0 Z Z on D z D c 0 Dm z � -0 O 0 � = 0° pr -< 0 OD CD U) U' r � � � Z � z0 < 0 M m O n cn = D o m � n z m 1 U) � � c) -0 , z G) -< Ocnm � cn = = fir IT Scn -< D � zr Dm m ocnz cn cn D O Dr � m n 0 0mD oo < -j � oom n O � Dm 0 G) D z : C ,u - S Z n m r z z cn m n 0 - D O m � r m r rn o 0 D Z r D O 0 0 z � - z � O > m D IT D � m 0 0M mD � � m m Z � � tv � m mD o O 0 m m m 0C/) z zp � 0 m om or- U) mn pno nr � � x m N -0 x D � O 0 p D mmD D o O m � Or° � � 0 � -n z r OM0 zc -< y OS mnn � = n N 5D 0 D m O O 0Z 0 m z C) m C pZ = C) � z � � n mm p � D m < D mD � = m n D m IT D cn0 m � n O Dm � � mm c Dmcnz � = � Dm Xz Dm m DT < pD Dp r m � 0 D � cn c) cn cT m � � m z D m m Z � � v m m S mz � cG) mcn E _ - m � zZ nD D xxz m - c m � D m D � Dn m z m m = co p -< --i nn m zp = n0 n > z �0 > 0 � m n BIZ < z 0 c0Zm m z m z zmno Cn n 0 cnZ- � O 0 0 G) T mm (n mr 0 Ozm m m0 c DO m m = z m , * m x m o N m -< m - Z = y mc) � zcn IT D z D c) z z m m z ° m � D � m z � m U)-u m Om r m -n m m m 0 Om � C m T 0 b m -uzD � r P0< O � � r- n c � r O m Dr p mn m � m > > = Zu F n n m Z 0 � m = o - r 0 m0 m . D D S D O D Z n c) D c p c Zp m D p . y 0 0 n O p D c D m m m 0 m 0 m 0 -n m D 0 O m D � m m = moo � m EZ •• � T m cn cn D z � -0 D o �_ � = m c 0 m Cn cn z � m m cn 0 � m cn mm 0 > Z z -0 x D Z Z � � D � z nmr c� 0 m C Z cn z m O z � r T Z D m z 0 r m nD m O = rrl D D 0 � 0 0 � O y Z cn Om0 m D p0Z � .. D 0 - Z Z � � X m � T m m � zZ D E: G) m 0 o cmnz cn u' z m - D c) � � � cn T Emm O 0 p p = D cn m D r- n E O m = z n D -n n mD r_ �_ x m z � _ Om m � o � cn 0 r � � 0 cn p 0 EZ � z 0 moo - m m cnmm z 0 0 D m � z m C mcn c z m x 0 z Dz � D � m � � o 0 m r < n � 0 - �7 cn Cn - m = m Dm p Cn (n 0 O CD N m z � 70 IT m m D = � -n p z O 0 D z � m Or° mp m Z � U) — CJ D � 0 c z C c — � _ :C7 m 0 ZO m D- 0 z 0 z m Z z 0 m � � x � cNr, � m z 0 � U) 0D n 0 0 0 D y � Dm m O � r O 0 * � m � � S M D n z n � G7 � � D - mrl) z � m D S 0 m m D m z z m � � S n p c D z p . � 0 D m IT — E � � -n m m z m = m 0 r p z C Z U) D z 70 y m = o � D -0 - 0 D 0 m = x n 0 z � m z -a m D m cn N � cn n m D m 00 x m D � 0 z � m p p 0 * m0 cn m � m Z cn D � z m �Z ITcn m � z cn > z O D -az 0 n � D 0 m z 70 m � � m * 0 m c � 0 � 70Om � � � c D 0 - 0 N 0 -0 m � � cn p �_ *_ D 0 m n M 0 D z � � rX - _ � z 0 � � � cn D z vcn D 0 z = D rD o z 0 * 0 z c = -< 0 m 0 cn C7 = n c m m � � cn m c) m ZOy -n > z � 0 m D m n S z C Om D n 0 � D XI = Dann 0 m D X m = m ymm � m � � z m <� c 0 0J 0 D m r � � m 0 00 0 0 0 � o S = TI -n < o cn < z D 0 O D Dm0 0 � m D D p O o -u x m C � � � z � C W p D � z -1 cn m � 0 -1 = D D A D m cn c m � p m m Om n -u m D � D r- n � D c �u Z < m � D -n - < -< n m D r U) 0 m U) 00 m = m 0 m D D y 0 0 c m � m cn W O m z m � m m x m r TI E m gip - m ' m z cn 0 � c D /) . r 0. C T - PROJECT C In n D C r (n m ^ N < Ju U) m Zm � � � m A < C o oZmymm �� c: ca c [�O w m m N � m � o � � SUITE LIVING ` On < c W = - O7 0 O A �i a0 0 C =) Q O N OC4 zDO� DmOZ�7 O ^' �/� . m CD Dca m o o LONG LAKE RD, MOUNDS VIEW, MN 55112 �S 0 -9 IT o G o F = D o CD co > � O = OWNER v Nc ' 0 m m� D � D � � � HAMPTON COMPANIES LLC ��i N N � Qc� �o L) lit N mIZ � 55 ODr 0, rn to w z 2694 MAPLEWOOD DRIVE, MAPLEWOOD,MN 55109 y o 0 U)I I I � i I I � � I I I IHMIIHMMM lmm� I � � I I I 0 • p 0') cn A W N O 0 v p Ui W N — -0 0 v Ui W N 9 0 v p Ui � W N w 0 v 91 Un A W N m Z mcn � cncnp0zz C) crncnm znz D _ Or zp � Z W my 0 0 � cnD � � > � cncn -4 � � n 000 mm � � D � C) 0 0 D C) Cn � m DcncnDmDDD S DDDDD - p 0 SD SCn ^ D V1 m m7z a: a: Dmm 0zm SOm O O m O C) � D D7 m � � 0 � � � c m n0m mDO � � x � x m m mcncncn0 cnx � .ZD) � 0 rmD - JZ7 cnmm cnm ^ Dmm ODD � � � OOm � � 0 0 z C) r C � DcnmD z m � � mcmmm m 0 � 0 � < Dmmmmm Z Z c» cn � Dmm m m m0 a: --i ypm O z � z � � � � Y m0 0 m m D 0mz SS z oo � m z mm0a: oDm Z D � m IT cn z m -Ti r 0 Omo m 0 O 0 � � 0 � m � D DDD O mD � < mD z c�i� rm �" � m cn > z � omSZD r � r z � N0 p � � rC � C) D r �7 z S00 cn S r m r z cn mm D r cn z � O U�iO n z D � � p > �l � � mZ Dn Z �7 m 0 m C) -u C) p p m C) C7 m x m m C) m r m -0 N r p r S m �7 r n �_ C) m m �7 0 m cn m (n C) m - O D r S z m .. � cn 0 D m z � ma: cnC) � 00Dcnz �JDC) D = 0 Dn � � � � m 0 0 >D u 0 � � z D � OOcSO � 0 � 0 zFD Oz0 0 O Z p 0zz DC) < IT DO OZO > O m Z00 zcrn � m O O O r z r nm � ZD m z � 0 C) rm D OO cn c rmrm = c m � m CFO m 0 0 C) C) � 0 � D � Zm 0 C) r mpz < 0 Zm � mmm D rm -0 --A m C --i w � m zm D IT O m D � O O cn m m m <_ m m m r S m 0 0 0 O O M m cn IT O m Z O p 0M z m - < DM 00m - cn M m O m C) zz O � 0m � > O � Z S � O � � O zc) rmD cn m� m m O D z Z m mz C � z � � 0mp O 0 r moo O Ohm 0 � mD m r mm z D < mcn < D cnm m � C) p � � m D < z � m mp � � � O � � C) cr. D z m m m O z m m m IT m 0 D m m 0 c = D D O 0 C m O > m m 0 p � z m m mm mm OcnD � mOc z 0G) � m � Cmcn � zcnG) DD O � r C) 0m > D O O � S � 0 m cn O mmC) D0 0 cn m0 cnm m m O = �7C) rD N ODD O � D z ifz � Ocnrr z � C' � O 0m � m � mcnS WD0 z = pr � pT � �_ Or -a 0 � � m m � m � 0C) m D m c � Z = S m m cn D D � � C� � � cn0 G) � < z � m c � zD � pDmo A mSD - WmW m p zD � O m � � IT = v) D 0 D m - � � 0Z > zcnmmr � m0 (n 7F mD � z 0 � 0 n rmm � OCr � � c mD < � � p Nrm z � D � m 0 - 00 cnmC) m0 � _ � -a m mG) mz � � Dcn c) z � m p IT (np OC) D w r 0Z MDm mzm m O m O � � C) 00C) 0 � 0mm m � S � �' mz O m � C � m cnx ❑ o D m C mph m m z Z O � Om rD - � O � m � mD � n D cn � m p0D z � < ZOZpmzz m � z � W � m � orom m D zFD � m z 0 � 0 C r fTl r O �7 D S _ c S O m m m m O t E: m Z —i z � cz � 0 < z � mz mU) p � G) z mcnm -0 � < cn m om � mcn0 m cSO � Ccn mx z z pmW �7z Om � mcn y cn � D � G) Dcn � DXO z m z � m z mcmm � � N Dp � > z Com � D � m � m � Om 0 zm z O * � - mm O p Z D � 00 � 0 � mz cnNmm O �_ 00m zm 0 p � pm cn z D � G) 0 z m m Cn z D � _ 0 � D - 0 z cn m C 0 m D m m o m m N m m p D m e m = m m r z ( m z z m m m � z p 0 O cn 0 m C) m D �0 C z D D C n G) m cn Z C7 m C z z D p r N p p N O S (n �7 m m Om0 m 0z m m � m0Dr � xD � O cnzr err �a cn � � D 0 r � < mmm � pG) po � N m m m mS m � D � � 0 m m m cn S r D D mmN p0 -n oDcn 0 0 � m � cnm ZZ - lJ m � � pzz O D � �7m p � moo zmm � ODz � O m � mmmmcn r m DDo r SO 0 C) DmZ !� � � z 1 c SD � 0p �_ z rD mm G) 0 � m z m p pDmzm � cn 0 D0 � D ❑ O 0c) m D mZ z x >D 0 � '� S m z z mD z 0 r M M CO m0 Oz O M mD zz � m � Z 00 ,n m D x mD mm � Sm � � r � m moz = 0 X0 p0 �_ 0 < O p m m � � C) cn m � D (n Z 0 m Jm � m O D 0Gm D cn � z � � Oz z Z0DmcnC) 0 (n 0 � z T r m m Opp p � � n m � m czi> 0 cn � ,�mjC) � p � OmcnmmDD = m � 0 m O p C O � z = m rz p00 ma Cnzp � z 0 DmO � ODm � 0 m � � D j C) �] m � � � m 0 S 0 < - � z IT 0 D co m m oo p D p0 = z z z Z � Np OC SZ < z � m0 � � � 0ym � mcnm m � �_ � s -n rm � 0 oro � O m O m� cn m cn 0 m m 0 .. cn m z m 0 c S D D > z O m z O m m rm z G) ^ � Z = O ZCnr 0p m = Z CD mmz � � OzIT mz ODZ z D 0n mCc� cn m - O -1 C) 0 O D � z � 0m m m z m � m mz - _ �_ � G) m � z z � m�t z D Z D p z D C) �t D �7 D Z _ mmmp 0 D mCD m D p ,Z07D pcn Omr) 0 Jp m S Dn � m0Oz z D 0 m m O D � � z � cn m C) C) DZD � z C) DO pz D D z mm OO c C � p — (n Cn � z C7 > cn 0 p M = S O (n � C) C7 G) S m Z Z m D r Z7 z z C) p � N O r O m S 0 cn p � O DOmD p � DD mDm m c/) mrm0 � � mmz rN zG_ m � 0 m m mzcDi� = C0 m c zm 0 z cnzyz 0 •� cn zDS zOzG) r � S cn m Z mz � �_ r � •� S O � z0D cz � G) cnOZ cnm p � z � m m D mz C) �J mDm � - p C 0m m 0 D � Op D � m Fn0 > G) 0 C) z r cn � D = -q 0 0 � 0 � � < - O .. cm TI mr0 m Z 0 Dm D z_ 0 z0 C = _ x A C D m � zczi� cD � 0Z0cn -Umm .� O � O IT IT IT p � 00 Z G) z m G) m pcn DmSz pm z C S 0x z � zD C) m z z m 0m D p = cn D p _ > O 0 zDpC) --A c) OrD m � ccncci) DX D G) m m J p -< 0 mC � DDn cnm � cn c 0 Z m S p z p z S 0 O O r D 0 S z m 0 0 m p 0 Z S 0 � � p z m C) m D z 0 r m00 D � � _ ,n - O � mD D � �7D 0 0 m0 C) � C) mmooD � S m0 > Z � mmm DS C) D m � m 0 Dm cn cn SO � D DCX D r � m > 0 ZmD m � m Om � D C) zp 0 c DG) mx zzpr- m c n � mo � � r � S0r- Dn D mC) p � 0 � = DmZ �J0 m c D p 0 z � � zG) Q --j r 0 � D p ' � OmOG) 0 xc � zD cn m S m � z cn m 0 p G) D m o o m , D m m z 0 = z 0 W m � m cn z y m Zmm S 0 m � 0 r z m - D m mm � m 00 � z � 0 mcn mz 0 0 z � � D 0m z � z �_ 0 m p z D D S C O D z m D C D z 0 m m m Z m m0 O m O z � � D m > m m 0 D � z Z o 0 Z 0 p D O <_ p D z cn z p z �_ O 0 � Z z mS �_ m m p 0 mz m � G) 0 � r m ppG) m � � u � m � m m C) z00 n � 0 D Z D 0 m m D O C m m D O O z c p z m D Ocn G) cn O p z < p o � cmzZ z Zp � 0D O 00 - -j � IT �7 S m Z G) m p of Z T r > C p Z C) M -u �u _ r Omm m - z � m z z m Z D D m ,i = O m 0 0 m 0 m m O 0 m O Z 0 � m � -0 m 0 0 m z ' z z Z � D � � � m 0 mD � m D � � p C) m c � 0 mZ 0m D n 0 � G) O � m Cpcl)m m Der � 0 CO m 0 � n m o D mmm � � z � m z � m ZDmm Dccn m m z 00 � mm z p m � m z 0 r Om m J 0 cnz � m0pcn r ^ C) � DDT p 0 � T z p G) m DS Q0 m 0 z � m � � mm0 mz 0 < = mmm z D 0 0 0 <_ p 0 D C) m 0 � c m m m 0 0 m m m z m O m Z z 0 S m O S 0 m m c y m 0 C p 0 m S p m � p m zp -< cn m 0 c: = = p � 0 mo m m „ BUD C0 0 � � n DOz m m m cn IT m m D_ .-j m0 Z 0z mmz0 nz C) � C) S cn < p m < p cm 0 z � D cn m J c�i� zNo IT D � m � m m m m m „ �7 p 0 0 m � � m m m -j p � •� 0 � x IT 0 ) mDX 0 0 O Dz y Z Fm `' D - Sp 00 m m � = m z G) � � -j C) p D - r 0 C C) m m Ccz m 0 mz m n 0 mN �, mcn -n � m m � � � OZ - 0 — 0 0 !m cn ^J = m r- IT O p z z z m 0 D C - S c cn 0 0 m D p D O r 0 m z z om m m 0 = 0 x 0 m m G) c/) rri �c' D ❑ ❑ ❑❑❑❑❑ ❑❑❑❑❑❑❑❑ o ❑❑❑❑❑❑❑❑ ❑❑❑ ❑❑❑ ❑ < X m m � D cn m O � ❑ m D E � � m z m z zD � C) p m 0D p m D mn � m o p z m m 0 O D m m ---Iz p p Q r = 0 T cn m ❑ ❑ ❑❑❑❑❑ ❑❑❑❑❑❑CJ❑ z = ❑❑❑❑❑❑❑❑ z z I JCl❑ ❑❑❑ LI z z D O z m O Om m ❑ z D O F0z 0 () <M IT Z T r C 0 0 0 m m m 0 mmm -n z _I � 0 C) p o O D m m U ❑ ❑❑❑❑❑ ❑❑❑❑❑❑L❑ - -< m ❑❑❑❑❑❑❑❑ D D ❑U❑ ❑❑❑ ❑ D ® � m EZ Zw0 0 0 DC) 0Z � O m m Z o v c 0 O m m O = D G) m 0 Z o m � " z m El D IT w iv m D C) C) m � S < m � z D x m � D L7 o D m D D O D X S C m D m m D S 0 c = r i m > D r m m = n m m cn 0 D O m O C C) D p r z O D 0 r m U � Dm0 � W < C) < cnDmK --j > > < OmCm � D °° � � � rrl = c) zz0mmc) m - rmm00 �u mmz � * m0m 0 DZ 0zWm D ,zimDOO DU) � Dz _ U) < Om G) n m zn0 DSCZ <--A -lm � --Ac: 0 zm0z � � m Z 00 -jU) > W mD � � moz � = � momo = � � � 0 C0D - 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I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. 17G-e-- Matthew R. Pavek P.E. Registration Number: 44263 Date: 12/17/2025 REV: 03/24/2026 Civil Site Group, PC • 5000 Glenwood Ave Golden Valley Minnesota 55422 www.CivilSiteGroup.com (612)615-0060 vij I a it le G R O U P Table of Contents: 1.0 Cover Sheet, Engineer's Certification 2.0 Summary Analysis/Narrative 2.1 Introduction 2.2 Existing Site Conditions 2.3 Proposed Site Conditions 2.4 Stormwater Requirements—City 2.5 Stormwater Requirements—Watershed 2.6 Stormwater Requirements— MPCA/NPDES 3.0 Stormwater Calculations 3.1 Proposed Stormwater Management Strategy& Facilities Description 3.2 Rate Control 3.3 Water Quality Volume 4.0 Wetland Calculations 4.1 Wetland Buffer 4.2 Wetland Rates 5.0 Conclusions Figures: Figure 1 —Drainage Calculations Summary Table Figure 2—Existing Conditions Drainage Area Map Figure 3—Proposed Conditions Drainage Area Map Appendices: • HydroCAD Existing Conditions HydroCAD Modeling Proposed Conditions HydroCAD Modeling • Geotechnical Report (On File at the Office of the Engineer) Civil Site Group, PC • 5000 Glenwood Avenue ° Golden Valley Minnesota 55422 www.CivilSiteGroup.com ° (612)615-0060 Li viIr-J a it G R O U P 2.0 Summary Analysis / Narrative: 2.1 Introduction: This stormwater management report accompanies the Civil Engineering Plans prepared by Civil Site Group for the subject project dated 03/23/2026 and serves as attachment D to the storm water pollution prevention plan (SWPPP). This report includes a summary of the existing and proposed site conditions, the stormwater requirements of relevant regulatory agencies, and proposed design calculations and data to meet the requirements. 2.2 Existing Site Conditions: Site Description: The existing site is currently a church site with a wooded area and a wetland. The existing site surface coverage areas are shown in the table below: Drainage Area Impervious Area Pervious Area Total Area Area[SF] CN Value Area[SF] CN Value Area [SF] CN Value EX1 (TO EX WETLAND) 5979 98 147145 80 153124 81 EX2(TO LONG LAKE RD) 0 98 4047 80 4047 80 EX3(TO EAST) 0 98 302 80 302 80 EX4(OFF-SITE TO EX.WETLAND) 42,086 98 13701 80 55787 94 Existing Soils: A geotechnical evaluation has been completed for the project by Kilo Engineering on 12/30/2025. The report notes that due to the density of trees, they were not able to get boring equipment into the site, thus hand auger holes were used to analyze the soils. The auger depths went to a maximum of 5 ft below existing grade. Within that 5 ft, soils were found to be considered HSG "A". Due to the proximity to the existing wetland, and the proposed stormwater features being at a lower elevation that the lowest hand boring, we conservatively designed using "D"soils. We recommend that during construction the Geotech engineer examine the soils with either a new boring or test pit to determine that the soils are further down. If they are in fact"A", then we will amend our permit documents to incorporate the better soils. Groundwater: Groundwater was not identified in the geotechnical exploration. 2.3 Proposed Site Conditions: Site Description: The proposed site is a lot split of the parcel with the existing church as one lot and a new senior living facility on the other lot. The senior living site will include parking, landscaping, and two aboveground stormwater filtration basins. The proposed site surface coverage areas are shown in the table below: Drainage Area Impervious Area Pervious Area Total Area Area[SF] CN Value Area[SF] CN Value Area [SF] CN Value PR1A (TO EX WETLAND) 0 98 73524 80 73524 80 P R 1 B (TO FIL BASIN 1) 22963 98 16438 80 39401 90 PR1C(TO FIL BASIN 2) 23783 98 14659 80 38442 91 PR2(TO LONG LAKE RD) 1396 98 4408 80 5804 84 PR3(TO EAST) 0 1 98 302 1 80 302 1 80 P R4(OFF-SITE TO FIL.BASIN 2) 41270 1 98 14517 1 80 55787 1 93 Civil Site Group, PC • 5000 Glenwood Avenue ° Golden Valley Minnesota 55422 vw✓w.CivilSiteGroup.com ° (612)615-0060 Clv it Sit le CMR O U P 2.4 Stormwater Requirements City(Mounds View): The City of Mounds View defers to the Rice Creek Watershed District requirements. 2.5 Stormwater Requirements Watershed (Rice Creek Watershed District): Requirement threshold -A permit is required for subdivision of an area exceeding one acre. Rate Control— Peak stormwater runoff rates for the proposed project at the project site boundary, in aggregate, must not exceed existing peak runoff rates for the 2-year, 10-year and 100-year, 24-hour rainfall events. Water Quality Volume—The required water quality treatment volume is determined using the calculation below. For filtration basins a TP removal factor of 0.50 is required. Area of New or Reconstructed Impervious Surface(ft2)x 1.1(in) Required Water Quality Treatment Volume= TP Removal Factor x 12( n) ft 2.6 Stormwater Requirements - Minnesota Pollution Control Agency—NPDES permit(MPCA): Requirement threshold -A permit is required for projects with a disturbed area over 1 acre in size, Stormwater management is required for a project adding 1-acre of more of NEW impervious surface (reconstructed impervious is not included). Rate Control— No specific regulation, may not degrade downstream facilities. Water Quality—Stormwater water quality treatment volume must be provided equal to 1.0" over all new impervious surfaces (includes all newly constructed impervious surfaces only, re-constructed impervious surfaces are not included). Volume Control— Must consider volume reduction if feasible and not prohibited on site. The required infiltration volume is equal to the water quality volume described above. 3.0 Stormwater Calculations: 3.1 Proposed Stormwater Management Strategy& Facilities Description This project is disturbing approximately 2.14 acres of land. The project will be constructing 1.1 acres of new/reconstructed impervious surfaces. This land disturbance and creation of impervious surfaces will trigger stormwater management requirements from the Rice Creek Watershed District and the MPCA NPDES permit. The proposed stormwater strategy for this project is directing the site's stormwater runoff via surface drainage and storm sewer piping to two aboveground filtration basins. Each basin will outlet to the existing wetland. Drainage patter's will not be changed due to the project. Each filtration system has been designed to provide filtration for the volume requirement and the required water quality and rate control. The outlet for each basin is control by an Outlet Control Structure, each with a custom weir wall. 3.2 Rate Control Rate control is provided by live storage within the proposed filtration basin. This information was derived using HydroCAD stormwater modeling software. A significant portion of the adjacent church property currently drains into the exiting wetland on site. The proposed utility/grading/stormwater design anticipates collecting this runoff and managing it in the north filtration basin for Rate Control purposes only. The proposed runoff rates into the existing wetland are less than the existing conditions. The existing and proposed runoff rates are shown in the summary table below. Civil Site Group, PC• 5000 Glenwood Avenue• Golden Valley Minnesota 55422 www.CivilSiteGroup.com•(612)615-0060 " : Site R O U P Drainage Area Existing Rate (cfs) 2-YR [2.83"] 10-YR[4.23"] 100-YR [7.30"] EX1 (TO EX WETLAND) 6.36 12.48 26.86 EX2 (TO LONG LAKE RD) 0.16 0.32 0.70 EX3 (TO EAST) 0.01 0.02 0.05 EX4(OFF-SITE TO EX.WETLAND) 3.99 6.29 11.39 TOTAL (REACH) 10.51 19.11 39.01 Drainage Area Proposed Conditions Rate (cfs) 2-YR [2.83"] 10-YR [4.23"] 100-YR [7.30"] PR1A (TO EX WETLAND) 2.93 5.87 12.78 1 P (PR1 B) 0.16 1.76 6.82 2P (P R1 C & P R4) 3.74 8.23 12.79 PR2 (TO LONG LAKE RD) 0.29 0.52 1.07 TOTAL (REACH) 6.15 14.43 32.75 Overall Stormwater Rate Summary Existing Conditions Proposed Conditions Rate (cfs) Rate (cfs) 2-Year Event 10.51 6.15 10-Year Event 19.11 14.43 100-Year Event 39.01 32.75 The proposed runoff rates are less that the existing peak runoff rates- REQUIREMENT SATISFIED 3.3 Water Quality Volume Water quality requirements are met by providing filtration onsite in the amount equal to 1.1 inches of runoff from the new or reconstructed impervious surfaces. The proposed aboveground filtration systems will be utilized to meet these requirements. Filtration is being provided in lieu of infiltration due to D soils being present on site. The calculations are shown below: Civil Site Group, PC• 5000 Glenwood Avenue• Golden Valley Minnesota r 55422 www.CivilSiteGroup.com•(612)615-0060 *"t �ri�lSite C. R O U P Stormwater Water Quality and Volume Summary Drainage Area Required Infiltration Vol. Summary Filtration Volume = (New or reconstructed New Impv. Area (sf) Required Volume(cf) impervious (sf)" 1.1 in)/(0.50"12(in/ft)) PR1A(TO EX WETLAND) 0 0 PR1 B (TO FIL BASIN 1) 22963 4210 PR1C(TO FIL BASIN 2) 23783 4360 PR2(TO LONG LAKE RD) 1396 256 PR3(TO EAST) 0 1 0 P R4(OFF-SITE TO FIL.BASIN 2) N/A N/A TOTAL 48142 8826 Proposed BMP Area Provided Vol (cO Drawdown Time Calculations(0.8"/Hour) Inf. Area (sf) Assoc. Inf. Height(ft) Drawdown Time (h) Filtration Basin 1 (Vol below 908.60) 4122 2525 1.63 24.49 Filtration Basin 2(Vol below 908.50) 5117 2909 1.76 26.39 TOTAL 9239 As shown in the tables above, the proposed volume of 9,239 CF is larger than the required volume of 8,826 CF— REQUIREMENT SATISFIED 4.0 Wetland Calculations: 4.1 Wetland Buffer One wetland exists on this property. Based on a wetland delineation performed by Jacobson Environmental dated October 3rd, 2025. Per Rice Creek Watershed, there is no setback requirement from the delineated edge. There is a 25 ft buffer that is shown on the civil plans. 4.2 Wetland Rates,Volume, and HWL One wetland exists on this property. The wetland will not be impacted by the project. Existing and proposed inflow rates for the 2-YR, 10-YR, and 100-YR rainfall events are shown in the table below Overall Stormwater Rate To Ex. Wetland -Obtained from 1R in HydroCAD Existing Conditions Proposed Conditions Rate (cfs) Rate (cfs) 2-Year Event 10.33 6.16 10-Year Event 18.76 13.91 100-Year Event 38.25 31.12 5.0 Conclusions: To the best of our knowledge, this project meets all State, City, and Watershed stormwater management requirements. Civil Site Group, PC• 5000 Glenwood Avenue• Golden Valley Minnesota 55422 www.CivilSiteGroup.com•(612)615-0060 Suite Living Mounds View Civil Site Group-Stormwater Calculations Existing Conditions Drainage Area Impervious Area Pervious Area Total Area Area[SF] CN Value Area[SF] CN Value Area[SF] CN Value EX1(TO EX.WETLAND) 5979 98 147145 80 153124 81 EX2(TO LONG LAKE RD) 0 98 4047 80 4047 80 EX3(TO EAST) 0 98 302 80 302 80 (OFF-SITE TO EX.WETLAND) 42,086 98 13701 80 55787 94 Proposed Conditions Drainage Area Im ervious Area Pervious Area Total Area Area[SF] CN Value Area[SF] CN Value Area[SF] CN Value PR1A(TO EX.WETLAND) 0 98 73524 80 73524 80 PR1B(TO FIL BASIN 1) 22963 98 16438 80 39401 90 PR1C(TO FIL BASIN 2) 23783 98 14659 80 38442 91 PR2(TO LONG LAKE RD) 1396 98 4408 80 5804 84 PR3(TO EAST) 0 98 302 80 302 80 (OFF-SITE TO FIL.BASIN 2) 41270 98 14517 80 55787 93 Site Area Summary Impervious[SF] 1 Impervious[AC] 1 Pervious[SF] 1 Pervious[AC] Total[SF] Total[AC] Existing Site 1 48065 1 1.10 1 165195 1 3.79 1 213260 4.90 Proposed Site 1 89412 1 2.05 1 123848 1 2.84 1 213260 4.90 Stormwater Rate Summary Drainage Area Existing Rate cfs 2-YR[2.83"] 10-YR[4.23"] 1 100-YR[7.30"] EX1(TO EX.WETLAND) 6.36 12.48 26.86 EX2(TO LONG LAKE RD) 0.16 0.32 0.70 EX3(TO FAST) 0.01 0.02 0.05 EX4(OFF-SITE TO EX.WETLAND) 3.99 6.29 11.39 TOTAL(REACH) 10.51 19.11 39.01 Drainage Area Proposed Conditions Rate ds 2-YR[2.83"] 10-YR[4.23"] 100-YR[7.30"] PR1A(TO EX.WETLAND) 2.93 5.87 12.78 1 P(PR1 B) 0.16 1.76 6.82 2P(PR1C&PR4) 3.74 8.23 12.79 PR2(TO LONG LAKE RD) 0.29 0.52 1.07 TOTAL(REACH) 6.15 14.43 32.75 Overall Stormwater Rate Summary Existing Conditions Proposed Conditions Rate(cfs) Rate(cfs) 2-Year Event 10.51 6.15 10-Year Event 19.11 14.43 100-Year Event 39.01 32.75 Overall Stormwater Rate To Ex.Wetland-Obtained from 1 R in HydroCAD Existing Conditions Proposed Conditions Rate(cfs) Rate(cfs) 2-Year Event 10.33 6.16 10-Year Event 18.76 13.91 100-Year Event 38.25 31.12 Stormwater Water Quality and Volume Summary Drainage Area Required Infiltration Vol.Summary Filtration Volume=(New or reconstructed New Impv.Area(sf) Required Volume(cf) impervious(sf)*1.1 in)/(0.50*12(in/ft)) PR1A(TO EX.WETLAND) 0 0 PR1B(TO FIL BASIN 1) 22963 4210 PR1C(TO FIL BASIN 2) 23783 4360 PR2(TO LONG LAKE RD) 1396 256 PR3(TO EAST) 0 0 (OFF-SITE TO FIL.BASIN 2) N/A N/A TOTAL 48142 8826 Proposed BMP Area Provided Vol(co Drawdown Time Calculations 0.8"/Hour Inf.Area(sf) Assoc.Inf.Height(ft) Drawdown Time(h) Filtration Basin 1(Vol below 908.60) 4122 2525 1.63 24.49 Filtration Basin (Vol below 908.50) 5117 2909 1.76 26.39 TOTAL 9239 — X I N N�.. 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V) V) ranDT /p / p Co CD t!/ z / l M ,/ W m ° r I n CD -0 O i l5 � — r �/ ��J� H ` z o I g�� ; o N M , i go N �'�aa°� O Rl U :�.i I o o s Ln - a' Z II II I; r m M � ' I� 00 rD b II < < z gip ' ll \I A \ � II 0 O �-0 rt y N oWQ � I� ' 1 � g �! � � o M cNii w » 1 1 L l \. Cn /O/ y y -Cn I � 0 z z I v) I y� m m D I OI I I Ila o ,> c-\ \\ 5�, •, !" ; J ,-!" ID\ Ni I p Wing Wall —J—� T < _ w CQp°4 '3�u1"�yA�� (pro (A Public R/M2" DIP Per Rec) m II �__w ____________ w--- N----N----N----wF__-N----Y----Y----N----Y-_--Y-__-Y----N----N-_--Y-_-- O 9 v " �B RO N S O N DRI�IeC) Cn 1 - C z N N II I I O1`1`-Ex4 EX2 OFFSI E EX4 - EX2 - D AINS WEST DRAINS OUTH TO TO LO G LAKE RD WE LAND EX1 � / EX3 EX1 - DRAINS TO WETLAND 1 R E - DRAINS EAST TO ADJ. PROP. TOTAL TO WE LAND 2R TOTAL EXISTING Subcat Reach on Link Routing Diagram for 25443-EXISTING Prepared by Civil Site Group, Printed 12/16/2025 EHyd,.CAD@10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 2 Rainfall Events Listing Event# Event Storm Type Curve Mode Duration B/B Depth AMC Name (hours) (inches) 1 2-YR MSE 24-hr 3 Default 24.00 1 2.83 2 2 10-YR MSE 24-hr 3 Default 24.00 1 4.23 2 3 100-YR MSE 24-hr 3 Default 24.00 1 7.30 2 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 3 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 3.792 80 >75% Grass cover, Good, HSG D (EX1, EX2, EX3, OFF-EX4) 1.103 98 Paved parking, HSG D (EX1, OFF-EX4) 4.896 84 TOTAL AREA 25443 - SL MOUNDS VIEW- EXISTING 25443-EXISTING Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 4 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.000 HSG B 0.000 HSG C 4.896 HSG D EX1, EX2, EX3, OFF-EX4 0.000 Other 4.896 TOTAL AREA 25443 - SL MOUNDS VIEW- EXISTING 25443-EXISTING Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 5 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.000 0.000 0.000 3.792 0.000 3.792 >75% Grass cover, Good EX1, EX2, EX3, OFF-EX 4 0.000 0.000 0.000 1.103 0.000 1.103 Paved parking EX1, OFF-EX 4 0.000 0.000 0.000 4.896 0.000 4.896 TOTAL AREA 25443 - SL MOUNDS VIEW- EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 6 Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method SubcatchmentEX1: EX1 - DRAINSTO Runoff Area=153,124 sf 3.90% Impervious Runoff Depth=1.18" Tc=10.0 min CN=WQ Runoff=6.36 cfs 0.346 of SubcatchmentEX2: EX2- DRAINS WEST TO Runoff Area=4,047 sf 0.00% Impervious Runoff Depth=1.12" Tc=10.0 min CN=WQ Runoff=0.16 cfs 0.009 of SubcatchmentEX3: EX3- DRAINS EAST TO Runoff Area=302 sf 0.00% Impervious Runoff Depth=1.12" Tc=10.0 min CN=WQ Runoff=0.01 cfs 0.001 of SubcatchmentOFF-EX4:OFFSITE EX4- Runoff Area=55,787 sf 75.44% Impervious Runoff Depth=2.24" Tc=10.0 min CN=WQ Runoff=3.99 cfs 0.239 of Reach 1R: TOTAL TO WETLAND Inflow=10.33 cfs 0.585 of Outflow=10.33 cfs 0.585 of Reach 2R: TOTAL EXISTING Inflow=10.51 cfs 0.594 of Outflow=10.51 cfs 0.594 of Total Runoff Area = 4.896 ac Runoff Volume = 0.594 of Average Runoff Depth = 1.46" 77.46% Pervious = 3.792 ac 22.54% Impervious = 1.103 ac 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment EX1: EX1 - DRAINS TO WETLAND Runoff = 6.36 cfs @ 12.18 hrs, Volume= 0.346 af, Depth= 1.18" Routed to Reach 1 R : TOTAL TO WETLAND Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-YR Rainfall=2.8311 Area (sf) CN Description 5,979 98 Paved parking, HSG D 147,145 80 >75% Grass cover, Good, HSG D 153,124 Weighted Average 147,145 96.10% Pervious Area 5,979 3.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX1: EX1 - DRAINS TO WETLAND Hydrograph 7 6.36 cfs ❑Runoff 1 I I I I I I 1 I I I I � I 1 I t 1 I -,-----------r----------YI--r--------,-------- MSE 24-hr 6 1 1 I I I 2-YR Rainfall=2.83`' ----�---------------------1--- I I I 1 5 t 1 I I 1 Runoff Area=153,124 sf 1 1 I I 1 ________-__T Runoff Volume=0.346 of 4 Runoff Depth=1AW' 30 __ -_---_L___------_1 __-----_ ---�---TC=10.0 ml� U 1 t 1 t 3' CN=W4 1 I 1 I I 1 1 I 1 I 1 I I 1 1 I 2- 1 1 I t 1 1 I I 1 t I I 1 1 I I 1 I I _-_ - -_ _ _- -._ _ _.- _ _ _ _ _ _ _ -._ - -I_ _ -_ _._ _ - _ -. _ _ _ - - 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 8 Hydrograph for Subcatchment EX1: EX1 - DRAINS TO WETLAND Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.00 10.00 0.39 0.00 0.01 15.00 2.54 0.97 0.23 20.00 2.76 1.13 0.08 25.00 2.83 1.18 0.00 30.00 2.83 1.18 0.00 35.00 2.83 1.18 0.00 40.00 2.83 1.18 0.00 45.00 2.83 1.18 0.00 50.00 2.83 1.18 0.00 55.00 2.83 1.18 0.00 60.00 2.83 1.18 0.00 65.00 2.83 1.18 0.00 70.00 2.83 1.18 0.00 75.00 2.83 1.18 0.00 80.00 2.83 1.18 0.00 85.00 2.83 1.18 0.00 90.00 2.83 1.18 0.00 95.00 2.83 1.18 0.00 100.00 2.83 1.18 0.00 105.00 2.83 1.18 0.00 110.00 2.83 1.18 0.00 115.00 2.83 1.18 0.00 120.00 2.83 1.18 0.00 125.00 2.83 1.18 0.00 130.00 2.83 1.18 0.00 135.00 2.83 1.18 0.00 140.00 2.83 1.18 0.00 145.00 2.83 1.18 0.00 150.00 2.83 1.18 0.00 155.00 2.83 1.18 0.00 160.00 2.83 1.18 0.00 165.00 2.83 1.18 0.00 170.00 2.83 1.18 0.00 175.00 2.83 1.18 0.00 180.00 2.83 1.18 0.00 185.00 2.83 1.18 0.00 190.00 2.83 1.18 0.00 195.00 2.83 1.18 0.00 200.00 2.83 1.18 0.00 205.00 2.83 1.18 0.00 210.00 2.83 1.18 0.00 215.00 2.83 1.18 0.00 220.00 2.83 1.18 0.00 225.00 2.83 1.18 0.00 230.00 2.83 1.18 0.00 235.00 2.83 1.18 0.00 240.00 2.83 1.18 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment EX2: EX2 - DRAINS WEST TO LONG LAKE RD Runoff = 0.16 cfs @ 12.18 hrs, Volume= 0.009 af, Depth= 1.12" Routed to Reach 2R : TOTAL EXISTING Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-YR Rainfall=2.83" Area (sf) CN Description 0 98 Paved parking, HSG D 4,047 80 >75% Grass cover, Good, HSG D 4,047 Weighted Average 4,047 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX2: EX2 - DRAINS WEST TO LONG LAKE RD Hydrograph 0.18 0.17 ------- -- -- --1 --I-- I-- 1-- I -- --'--I-- -- -- ---------- -- -- ----- 0.16 cfs 1 I 1 ❑Runoff I I I I I I I I I I I I I I 1 I I 0.16 I 1 1 MSE 24-hr 3 I I I I I 1 1 I I 0.15 I I 1 1 0.14 I I 1 I I I I I I 2-YR Rainfall=2.83" 0.13 I I Runoff Area=4 047 sf 0.12 I 1 I I Runoff Volume=0.009 of - I I I I I 1 I I w 0.1 L__L__I__J__J__1_____I___I___ Ratio##-Depth-�.12`�__ I 1 I I I 3 0.09 _ --I---I-- 1 1 I ---- ---------- I--------I--- -----1 I --;--;-----I----- T4'`=10.0 mid LL 0.08 -'-----I --I I---I--'--'--'-----I---I_ I ------------------7----------- I 1 I I I I I I I I I I i. I 0.07 I ' - CN-WQ --------r--r--I-- --�--T-----I---I---�-----r-----I-- ,- 0.06 I I I I I I 0.05 I I 1 I I I I 1 I I I I I 1 I I 0.04 -- ----- -- ---- --+--+-----I----- -----+--------I-- +-- -- ----- 0.03 I I 1 1 I I 1 I I I I 1 I I I I I 0.02 I 1 I 1 _________I__I___________,___I___I__ 0.01- 0 .. 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 10 Hydrograph for Subcatchment EX2: EX2 - DRAINS WEST TO LONG LAKE RD Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.00 10.00 0.39 0.00 0.00 15.00 2.54 0.92 0.01 20.00 2.76 1.07 0.00 25.00 2.83 1.12 0.00 30.00 2.83 1.12 0.00 35.00 2.83 1.12 0.00 40.00 2.83 1.12 0.00 45.00 2.83 1.12 0.00 50.00 2.83 1.12 0.00 55.00 2.83 1.12 0.00 60.00 2.83 1.12 0.00 65.00 2.83 1.12 0.00 70.00 2.83 1.12 0.00 75.00 2.83 1.12 0.00 80.00 2.83 1.12 0.00 85.00 2.83 1.12 0.00 90.00 2.83 1.12 0.00 95.00 2.83 1.12 0.00 100.00 2.83 1.12 0.00 105.00 2.83 1.12 0.00 110.00 2.83 1.12 0.00 115.00 2.83 1.12 0.00 120.00 2.83 1.12 0.00 125.00 2.83 1.12 0.00 130.00 2.83 1.12 0.00 135.00 2.83 1.12 0.00 140.00 2.83 1.12 0.00 145.00 2.83 1.12 0.00 150.00 2.83 1.12 0.00 155.00 2.83 1.12 0.00 160.00 2.83 1.12 0.00 165.00 2.83 1.12 0.00 170.00 2.83 1.12 0.00 175.00 2.83 1.12 0.00 180.00 2.83 1.12 0.00 185.00 2.83 1.12 0.00 190.00 2.83 1.12 0.00 195.00 2.83 1.12 0.00 200.00 2.83 1.12 0.00 205.00 2.83 1.12 0.00 210.00 2.83 1.12 0.00 215.00 2.83 1.12 0.00 220.00 2.83 1.12 0.00 225.00 2.83 1.12 0.00 230.00 2.83 1.12 0.00 235.00 2.83 1.12 0.00 240.00 2.83 1.12 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 11 Summary for Subcatchment EX3: EX3 - DRAINS EAST TO ADJ. PROP. Runoff = 0.01 cfs @ 12.18 hrs, Volume= 0.001 af, Depth= 1.12" Routed to Reach 2R : TOTAL EXISTING Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-YR Rainfall=2.83" Area (sf) CN Description 0 98 Paved parking, HSG D 302 80 >75% Grass cover, Good, HSG D 302 Weighted Average 302 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX3: EX3 - DRAINS EAST TO ADJ. PROP. Hydrograph I -I--1 i I I i I I 1 1 I I i I i i I i 1 ❑Runoff 0.013 0.01 cfs --+--1-----�--+-- ------I-----+--+----------- MSE 24-hr 3 0.012 1 I I I I I I I I 0.011 2-YR Rainfall=2.83" 0.01 1 I I I I I Runoff Area=302 sf 0.009 ' -;- 1--T--; --;-----R-unoff Volume=0.001 of 0.008 y 0.007 Runoff Depth=1 .12" _ I_ _L_ --- Tc_=10.0 min LL 0.006 I I j I I I I I - I I - I I � I I I I I I 1 I 0.005 CN=WQ I i I I i I I 1 I 1 I I i I i I I i I I 1 1 1 0.004 I I 1 I I 1 1 1 -- --+--r---- --+----- - -r----t--r------- --*-- --I--------*- 0.003 I I I I I I 1 I 1 I i 1 - t - r -r - -1 0.002 0.001 1 0 .. .. .. .. ..,.. 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 12 Hydrograph for Subcatchment EX3: EX3 - DRAINS EAST TO ADJ. PROP. Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.00 10.00 0.39 0.00 0.00 15.00 2.54 0.92 0.00 20.00 2.76 1.07 0.00 25.00 2.83 1.12 0.00 30.00 2.83 1.12 0.00 35.00 2.83 1.12 0.00 40.00 2.83 1.12 0.00 45.00 2.83 1.12 0.00 50.00 2.83 1.12 0.00 55.00 2.83 1.12 0.00 60.00 2.83 1.12 0.00 65.00 2.83 1.12 0.00 70.00 2.83 1.12 0.00 75.00 2.83 1.12 0.00 80.00 2.83 1.12 0.00 85.00 2.83 1.12 0.00 90.00 2.83 1.12 0.00 95.00 2.83 1.12 0.00 100.00 2.83 1.12 0.00 105.00 2.83 1.12 0.00 110.00 2.83 1.12 0.00 115.00 2.83 1.12 0.00 120.00 2.83 1.12 0.00 125.00 2.83 1.12 0.00 130.00 2.83 1.12 0.00 135.00 2.83 1.12 0.00 140.00 2.83 1.12 0.00 145.00 2.83 1.12 0.00 150.00 2.83 1.12 0.00 155.00 2.83 1.12 0.00 160.00 2.83 1.12 0.00 165.00 2.83 1.12 0.00 170.00 2.83 1.12 0.00 175.00 2.83 1.12 0.00 180.00 2.83 1.12 0.00 185.00 2.83 1.12 0.00 190.00 2.83 1.12 0.00 195.00 2.83 1.12 0.00 200.00 2.83 1.12 0.00 205.00 2.83 1.12 0.00 210.00 2.83 1.12 0.00 215.00 2.83 1.12 0.00 220.00 2.83 1.12 0.00 225.00 2.83 1.12 0.00 230.00 2.83 1.12 0.00 235.00 2.83 1.12 0.00 240.00 2.83 1.12 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 13 Summary for Subcatchment OFF-EX4: OFFSITE EX4 - DRAINS SOUTH TO WETLAND Runoff = 3.99 cfs @ 12.17 hrs, Volume= 0.239 af, Depth= 2.24" Routed to Reach 1 R : TOTAL TO WETLAND Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-YR Rainfall=2.83" Area (sf) CN Description 42,086 98 Paved parking, HSG D 13,701 80 >75% Grass cover, Good, HSG D 55,787 Weighted Average 13,701 24.56% Pervious Area 42,086 75.44% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment OFF-EX4: OFFSITE EX4 - DRAINS SOUTH TO WETLAND Hydrograph 3.99 cfs ❑Runoff 4- MSE 24-hr 3 2-YR Rainfall=2.83`' Runoff Area=55,787 sf 3 Runoff Volume=0.239 of Runoff Depth=2.24" 2 Tc=10.0 min CN=WQ 1- 0 . A 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 14 Hydrograph for Subcatchment OFF-EX4: OFFSITE EX4 - DRAINS SOUTH TO WETLAND Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.01 10.00 0.39 0.08 0.08 15.00 2.54 1.91 0.11 20.00 2.76 2.11 0.04 25.00 2.83 2.19 0.00 30.00 2.83 2.19 0.00 35.00 2.83 2.19 0.00 40.00 2.83 2.19 0.00 45.00 2.83 2.19 0.00 50.00 2.83 2.19 0.00 55.00 2.83 2.19 0.00 60.00 2.83 2.19 0.00 65.00 2.83 2.19 0.00 70.00 2.83 2.19 0.00 75.00 2.83 2.19 0.00 80.00 2.83 2.19 0.00 85.00 2.83 2.19 0.00 90.00 2.83 2.19 0.00 95.00 2.83 2.19 0.00 100.00 2.83 2.19 0.00 105.00 2.83 2.19 0.00 110.00 2.83 2.19 0.00 115.00 2.83 2.19 0.00 120.00 2.83 2.19 0.00 125.00 2.83 2.19 0.00 130.00 2.83 2.19 0.00 135.00 2.83 2.19 0.00 140.00 2.83 2.19 0.00 145.00 2.83 2.19 0.00 150.00 2.83 2.19 0.00 155.00 2.83 2.19 0.00 160.00 2.83 2.19 0.00 165.00 2.83 2.19 0.00 170.00 2.83 2.19 0.00 175.00 2.83 2.19 0.00 180.00 2.83 2.19 0.00 185.00 2.83 2.19 0.00 190.00 2.83 2.19 0.00 195.00 2.83 2.19 0.00 200.00 2.83 2.19 0.00 205.00 2.83 2.19 0.00 210.00 2.83 2.19 0.00 215.00 2.83 2.19 0.00 220.00 2.83 2.19 0.00 225.00 2.83 2.19 0.00 230.00 2.83 2.19 0.00 235.00 2.83 2.19 0.00 240.00 2.83 2.19 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 15 Summary for Reach 1 R: TOTAL TO WETLAND [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.796 ac, 23.01% Impervious, Inflow Depth = 1.46" for 2-YR event Inflow = 10.33 cfs @ 12.18 hrs, Volume= 0.585 of Outflow = 10.33 cfs @ 12.18 hrs, Volume= 0.585 af, Atten= 0%, Lag= 0.0 min Routed to Reach 2R : TOTAL EXISTING Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 1 R: TOTAL TO WETLAND Hydrograph • I I I I I I i I i 1 i I �_ _ _ I_ � ❑Inflow S ' ' ❑Outflow 10.33 cfs ' � 11 --- -------'-- --r-- II--7-,--rnflow Area=4.796 ac I I I I I 1 I I I I I I I 10 I I I I I I I 1 I I I 1 I I I I i I I 9 __1__L__I___I__J__L__L __I__J__1__L__I__J__J__L I I I I I I I I I I 1 I I I I i 1 I I I I I I I I I I I I I I I I 1 I I I I t 1 I I I I I I I I I 1 I I I I I I 1 7 1 I I I I 1 I I I I 1 y 1 1 I 1 1 I I 1 I I I 1 I I I I I I t/ I I V .... 6 3 I I I 1 I I I I I I I 1 I I 1 I 1 1 t p 1 1 I 1 I I 1 I I 1 1 1 I I I 1 1 t M 5 - -I-- - -I- -- -- -- - I - - - - - -I- - - - 1 --I'- -- - -'t- - J- -i --1- - -I- - '�- - + - -� - 1 1 1 I i I I I I I I 1 I I I I 1 4 I I I I I I I I I I i I I I I I I 1 I I I I I I 1 I 1 I I 1 I I 1 I 1 1 1 1 I 1 I 1 I I I t I 1 I t 1 I I I I I I I I I 1 I I I I 1 I I 1 I I I 1 1 I I I I I I I 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 16 Hydrograph for Reach 1 R: TOTAL TO WETLAND Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.02 0.02 10.00 0.10 0.10 15.00 0.34 0.34 20.00 0.12 0.12 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 25443 - SL MOUNDS VIEW- EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 17 Summary for Reach 2R: TOTAL EXISTING [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.896 ac, 22.54% Impervious, Inflow Depth = 1.46" for 2-YR event Inflow = 10.51 cfs @ 12.18 hrs, Volume= 0.594 of Outflow = 10.51 cfs @ 12.18 hrs, Volume= 0.594 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 2R: TOTAL EXISTING Hydrograph I I I I I I I I 1 � I 1 I 1 1 I 1 1 1 1 I -_L_____--J--__--__I__ __ _ - __L____J__J_____I__ - _ _ L_ _L___ _ ❑inflow 11 10.51 cfs ❑outflow 1 1 � Inflow Area=4.896 ac 10 1 1 1 I 9 ------r------- --------r-------r---- -- -----I --r--r- 1 1 1 1 I 1 I I 1 1 1 1 1 I 1 I I I 1 1 1 1 I 1 I 1 I I 7 V 1 1 1 1 I 1 I I I 6 _______L_______J________I________L____J__J_____I___t_____L__L_ 3 1 1 1 I 1 I I I Q 1 1 1 1 1 1 LL c 1 1 1 1 1 1 J 1 1 1 1 1 1 I 1 1 I 1 I I I 4 1 1 1 1 1 1 I 1 I 1 I I 1 1 I 1 I 1 I I 3 r 1 1 I 1 I I I 1 1 1 I I 1 I I I 1 i 1 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 18 Hydrograph for Reach 2R: TOTAL EXISTING Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.02 0.02 10.00 0.10 0.10 15.00 0.35 0.35 20.00 0.12 0.12 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 25443 - SL MOUNDS VIEW- EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 19 Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method SubcatchmentEX1: EX1 - DRAINSTO Runoff Area=153,124 sf 3.90% Impervious Runoff Depth=2.30" Tc=10.0 min CN=WQ Runoff=12.48 cfs 0.674 of SubcatchmentEX2: EX2- DRAINS WEST TO Runoff Area=4,047 sf 0.00% Impervious Runoff Depth=2.23" Tc=10.0 min CN=WQ Runoff=0.32 cfs 0.017 of SubcatchmentEX3: EX3- DRAINS EAST TO Runoff Area=302 sf 0.00% Impervious Runoff Depth=2.23" Tc=10.0 min CN=WQ Runoff=0.02 cfs 0.001 of SubcatchmentOFF-EX4:OFFSITE EX4- Runoff Area=55,787 sf 75.44% Impervious Runoff Depth=3.56" Tc=10.0 min CN=WQ Runoff=6.29 cfs 0.380 of Reach 1R: TOTAL TO WETLAND Inflow=18.76 cfs 1.054 of Outflow=18.76 cfs 1.054 of Reach 2R: TOTAL EXISTING Inflow=19.11 cfs 1.073 of Outflow=19.11 cfs 1.073 of Total Runoff Area = 4.896 ac Runoff Volume = 1.073 of Average Runoff Depth = 2.63" 77.46% Pervious = 3.792 ac 22.54% Impervious = 1.103 ac 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 20 Summary for Subcatchment EX1: EX1 - DRAINS TO WETLAND Runoff = 12.48 cfs @ 12.18 hrs, Volume= 0.674 af, Depth= 2.30" Routed to Reach 1 R : TOTAL TO WETLAND Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-YR Rainfall=4.23" Area (sf) CN Description 5,979 98 Paved parking, HSG D 147,145 80 >75% Grass cover, Good, HSG D 153,124 Weighted Average 147,145 96.10% Pervious Area 5,979 3.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX1: EX1 - DRAINS TO WETLAND Hydrograph 12.48 cfs ■Runoff 13 12 MSE 24-hr $ ------------ ---------- --� - - 11 10-YR Rainfall=4.23" 10 Runoff Area=153,124-sf 9 Runoff Volume=0.674 of 8 Runoff Depth=2.30" 3 7 1 o - I--------4- -------- --------*---------- TC-10.0 mitt LL 6 5 CN=WQ 4 3 2 -------------+ ---------- --------+-- --------- ---------� 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 21 Hydrograph for Subcatchment EX1: EX1 - DRAINS TO WETLAND Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.00 10.00 0.58 0.01 0.04 15.00 3.79 1.95 0.40 20.00 4.12 2.22 0.14 25.00 4.23 2.32 0.00 30.00 4.23 2.32 0.00 35.00 4.23 2.32 0.00 40.00 4.23 2.32 0.00 45.00 4.23 2.32 0.00 50.00 4.23 2.32 0.00 55.00 4.23 2.32 0.00 60.00 4.23 2.32 0.00 65.00 4.23 2.32 0.00 70.00 4.23 2.32 0.00 75.00 4.23 2.32 0.00 80.00 4.23 2.32 0.00 85.00 4.23 2.32 0.00 90.00 4.23 2.32 0.00 95.00 4.23 2.32 0.00 100.00 4.23 2.32 0.00 105.00 4.23 2.32 0.00 110.00 4.23 2.32 0.00 115.00 4.23 2.32 0.00 120.00 4.23 2.32 0.00 125.00 4.23 2.32 0.00 130.00 4.23 2.32 0.00 135.00 4.23 2.32 0.00 140.00 4.23 2.32 0.00 145.00 4.23 2.32 0.00 150.00 4.23 2.32 0.00 155.00 4.23 2.32 0.00 160.00 4.23 2.32 0.00 165.00 4.23 2.32 0.00 170.00 4.23 2.32 0.00 175.00 4.23 2.32 0.00 180.00 4.23 2.32 0.00 185.00 4.23 2.32 0.00 190.00 4.23 2.32 0.00 195.00 4.23 2.32 0.00 200.00 4.23 2.32 0.00 205.00 4.23 2.32 0.00 210.00 4.23 2.32 0.00 215.00 4.23 2.32 0.00 220.00 4.23 2.32 0.00 225.00 4.23 2.32 0.00 230.00 4.23 2.32 0.00 235.00 4.23 2.32 0.00 240.00 4.23 2.32 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 22 Summary for Subcatchment EX2: EX2 - DRAINS WEST TO LONG LAKE RD Runoff = 0.32 cfs @ 12.18 hrs, Volume= 0.017 af, Depth= 2.23" Routed to Reach 2R : TOTAL EXISTING Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-YR Rainfall=4.23" Area (sf) CN Description 0 98 Paved parking, HSG D 4,047 80 >75% Grass cover, Good, HSG D 4,047 Weighted Average 4,047 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX2: EX2 - DRAINS WEST TO LONG LAKE RD Hydrograph ------- -- -- -- ---- '-- I-- i -- --i--I-- -- -- ----- 0.36 ---I-- I-- -- --i-- 0.32 cfs - - a -+- -- - + --1 -a- - - I- ❑Runoff 1 I I I 1 0.34- 0.32 I l l MSE 24-hr 3 0.3 1 I 1 1 0.28 10-YR Rainfall=4.23" 0.26 Runoff Area=4,047 sf 0.24 I 1 I I 0.22 Runoff Volume=0.017 of ^ --i - ----I I I I I 1 w 0.2 --- Ruinoff Depth-2.23`'__ V I I I 1 I I I I I I 3 0.18- _ I --I---I I 1 1 --� --- ---------- --------I--------1 ;--;-----1----- --LL T4'`=10.0 mid 0.16 -- ----- --I---I-- -- -- -----I---I ------------------------------ I 1 I I i I I I I i I I I I 0.14 I I 1 -�N=W T� - - -----r--r -r- - -- --T-----r--I-- -----r--------- 0.12 1 1 1 1 I I I I I 0.10.08 I J 1 I 1 I 0.06 I I 1 _J--J--_--L_-L____J__1__1_____I___I__J_____1_______J-_J--_-- 1 I 1 1 i i 1 I I I i 1 I I I I I 0.04 I I 1 --,-- -- --1---,------',-- -- -----1---1-- -----T--;--1---,-- -- -----I-- 0.02 0 , 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 23 Hydrograph for Subcatchment EX2: EX2 - DRAINS WEST TO LONG LAKE RD Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.00 10.00 0.58 0.00 0.00 15.00 3.79 1.87 0.01 20.00 4.12 2.14 0.00 25.00 4.23 2.23 0.00 30.00 4.23 2.23 0.00 35.00 4.23 2.23 0.00 40.00 4.23 2.23 0.00 45.00 4.23 2.23 0.00 50.00 4.23 2.23 0.00 55.00 4.23 2.23 0.00 60.00 4.23 2.23 0.00 65.00 4.23 2.23 0.00 70.00 4.23 2.23 0.00 75.00 4.23 2.23 0.00 80.00 4.23 2.23 0.00 85.00 4.23 2.23 0.00 90.00 4.23 2.23 0.00 95.00 4.23 2.23 0.00 100.00 4.23 2.23 0.00 105.00 4.23 2.23 0.00 110.00 4.23 2.23 0.00 115.00 4.23 2.23 0.00 120.00 4.23 2.23 0.00 125.00 4.23 2.23 0.00 130.00 4.23 2.23 0.00 135.00 4.23 2.23 0.00 140.00 4.23 2.23 0.00 145.00 4.23 2.23 0.00 150.00 4.23 2.23 0.00 155.00 4.23 2.23 0.00 160.00 4.23 2.23 0.00 165.00 4.23 2.23 0.00 170.00 4.23 2.23 0.00 175.00 4.23 2.23 0.00 180.00 4.23 2.23 0.00 185.00 4.23 2.23 0.00 190.00 4.23 2.23 0.00 195.00 4.23 2.23 0.00 200.00 4.23 2.23 0.00 205.00 4.23 2.23 0.00 210.00 4.23 2.23 0.00 215.00 4.23 2.23 0.00 220.00 4.23 2.23 0.00 225.00 4.23 2.23 0.00 230.00 4.23 2.23 0.00 235.00 4.23 2.23 0.00 240.00 4.23 2.23 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 24 Summary for Subcatchment EX3: EX3 - DRAINS EAST TO ADJ. PROP. Runoff = 0.02 cfs @ 12.18 hrs, Volume= 0.001 af, Depth= 2.23" Routed to Reach 2R : TOTAL EXISTING Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-YR Rainfall=4.23" Area (sf) CN Description 0 98 Paved parking, HSG D 302 80 >75% Grass cover, Good, HSG D 302 Weighted Average 302 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX3: EX3 - DRAINS EAST TO ADJ. PROP. Hydrograph .002 cfs I I ❑Runoff 0.026 i I 1 I I I I 1 1 I i 1 I --+-- -----4--+-------------+-- --------�--0.024- - MSE 24-hr 3 I 1 I I I 1 I I I I 1 I 0.022 I 10-YR Rainfall=4.23" I I f 1 I 1 1 I I I 0.02 1 I I I 1 I Runoff Area=302 sf 0.018 I __ -;- --T--; 1--;-----;--;-----R-unoff Volume=0.001 of 0.016 y 0.014 Runoff Depth=2.23" 3 ____ _ ___ I_ _ ____ T LL 0.012 I I = I I I I I I I - I I I c_ =10.0 min 0.01 I I I I I 1 1 CN=WQ I � I I i I I I I I I I i 4 - - I-- -I- - --- r I I I I i I I 1 1 1 0.008 1 -I-- --+--r---- --+-----r--r-'--+--r------- --*-- --1---�-----*- I I I I I I I 0.006- I I I I I I I I 1 1 i 1 0.004 1 I- - i - -r - -r' - - - - l' - T - -- - -1- "i - f - - i - - - r - - - -I- - - - r 0.002 1 0 10 20 30 40 50 60 70 80 90 100 11,0 120 130 140 150 160 11 170 180 190 11 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 25 Hydrograph for Subcatchment EX3: EX3 - DRAINS EAST TO ADJ. PROP. Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.00 10.00 0.58 0.00 0.00 15.00 3.79 1.87 0.00 20.00 4.12 2.14 0.00 25.00 4.23 2.23 0.00 30.00 4.23 2.23 0.00 35.00 4.23 2.23 0.00 40.00 4.23 2.23 0.00 45.00 4.23 2.23 0.00 50.00 4.23 2.23 0.00 55.00 4.23 2.23 0.00 60.00 4.23 2.23 0.00 65.00 4.23 2.23 0.00 70.00 4.23 2.23 0.00 75.00 4.23 2.23 0.00 80.00 4.23 2.23 0.00 85.00 4.23 2.23 0.00 90.00 4.23 2.23 0.00 95.00 4.23 2.23 0.00 100.00 4.23 2.23 0.00 105.00 4.23 2.23 0.00 110.00 4.23 2.23 0.00 115.00 4.23 2.23 0.00 120.00 4.23 2.23 0.00 125.00 4.23 2.23 0.00 130.00 4.23 2.23 0.00 135.00 4.23 2.23 0.00 140.00 4.23 2.23 0.00 145.00 4.23 2.23 0.00 150.00 4.23 2.23 0.00 155.00 4.23 2.23 0.00 160.00 4.23 2.23 0.00 165.00 4.23 2.23 0.00 170.00 4.23 2.23 0.00 175.00 4.23 2.23 0.00 180.00 4.23 2.23 0.00 185.00 4.23 2.23 0.00 190.00 4.23 2.23 0.00 195.00 4.23 2.23 0.00 200.00 4.23 2.23 0.00 205.00 4.23 2.23 0.00 210.00 4.23 2.23 0.00 215.00 4.23 2.23 0.00 220.00 4.23 2.23 0.00 225.00 4.23 2.23 0.00 230.00 4.23 2.23 0.00 235.00 4.23 2.23 0.00 240.00 4.23 2.23 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 26 Summary for Subcatchment OFF-EX4: OFFSITE EX4 - DRAINS SOUTH TO WETLAND Runoff = 6.29 cfs @ 12.17 hrs, Volume= 0.380 af, Depth= 3.56" Routed to Reach 1 R : TOTAL TO WETLAND Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-YR Rainfall=4.23" Area (sf) CN Description 42,086 98 Paved parking, HSG D 13,701 80 >75% Grass cover, Good, HSG D 55,787 Weighted Average 13,701 24.56% Pervious Area 42,086 75.44% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment OFF-EX4: OFFSITE EX4 - DRAINS SOUTH TO WETLAND Hydrograph 7 --I---- -- -- -- -- ------- -- I-- -- -- ------- -- -- -- ---------- 6.29 cfs ❑Runoff I I I 6- ------- MSE 24-hr I I I I I I I I 10-YR Rainfall=4.23" _-__--_-__-__F__I________- 5- I I I Runoff Area=55,787 sf I I I Runoff Volume=0.380 of I I I I I I I I a 4 I I I Runoff Depth=3.56" l.L I Tc=10.0 mid 3 I I I I I I ■II CN=W�i I I I I I I I I 2- I I I I I I I I 1 I 0- 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 27 Hydrograph for Subcatchment OFF-EX4: OFFSITE EX4 - DRAINS SOUTH TO WETLAND Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.03 10.00 0.58 0.19 0.14 15.00 3.79 3.12 0.17 20.00 4.12 3.44 0.06 25.00 4.23 3.55 0.00 30.00 4.23 3.55 0.00 35.00 4.23 3.55 0.00 40.00 4.23 3.55 0.00 45.00 4.23 3.55 0.00 50.00 4.23 3.55 0.00 55.00 4.23 3.55 0.00 60.00 4.23 3.55 0.00 65.00 4.23 3.55 0.00 70.00 4.23 3.55 0.00 75.00 4.23 3.55 0.00 80.00 4.23 3.55 0.00 85.00 4.23 3.55 0.00 90.00 4.23 3.55 0.00 95.00 4.23 3.55 0.00 100.00 4.23 3.55 0.00 105.00 4.23 3.55 0.00 110.00 4.23 3.55 0.00 115.00 4.23 3.55 0.00 120.00 4.23 3.55 0.00 125.00 4.23 3.55 0.00 130.00 4.23 3.55 0.00 135.00 4.23 3.55 0.00 140.00 4.23 3.55 0.00 145.00 4.23 3.55 0.00 150.00 4.23 3.55 0.00 155.00 4.23 3.55 0.00 160.00 4.23 3.55 0.00 165.00 4.23 3.55 0.00 170.00 4.23 3.55 0.00 175.00 4.23 3.55 0.00 180.00 4.23 3.55 0.00 185.00 4.23 3.55 0.00 190.00 4.23 3.55 0.00 195.00 4.23 3.55 0.00 200.00 4.23 3.55 0.00 205.00 4.23 3.55 0.00 210.00 4.23 3.55 0.00 215.00 4.23 3.55 0.00 220.00 4.23 3.55 0.00 225.00 4.23 3.55 0.00 230.00 4.23 3.55 0.00 235.00 4.23 3.55 0.00 240.00 4.23 3.55 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 28 Summary for Reach 1 R: TOTAL TO WETLAND [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.796 ac, 23.01% Impervious, Inflow Depth = 2.64" for 10-YR event Inflow = 18.76 cfs @ 12.17 hrs, Volume= 1.054 of Outflow = 18.76 cfs @ 12.17 hrs, Volume= 1.054 af, Atten= 0%, Lag= 0.0 min Routed to Reach 2R : TOTAL EXISTING Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 1 R: TOTAL TO WETLAND Hydrograph I I I I 1 I I I ❑Inflow 20 18.76 cfs - I -;-- -- I I - - o oufflow -'--`- -`- -- Inflow Area=4.796 ac 19 I I I _ . 18 r I I 17 L I I I I I 16 I I I I I I 1 I I -t I I t � ___ __L_ __I__J__i__ __I__ __1__L____ __a__L_ �--I__J__ __L -__I 15 I I I I 1 I I 14 ' I I I I I I --- --r-----------r--r--1-----T--r---- -- --r--t---I-- --r--r---- I I I _ _ I 1 I t I 1 I 13 -- -------------------- ------------------------------- I I I I I I I I I I I I i I I t I I I 1 N 12 ,- ___1__L_______J--L--L-_I__1__1--L -J--L__1___I__1__L__L-___ VI I I I I I I I I I I I 1 I I t I I t 1 3 10 O LL 9 1 I I I --I- - -1 -- -,- 1-- i--I -1- -- , --1 -- t- 1--i -� -1- -- 1 - -F 7 -'- - - -1" -'- - -'- - 1 - - - - - 6 , I I I -y- I I I 1 I - I I 5 I I I I I I t I I I 4 I I I I I I I 1 I - I I I I I i 1 I I 1 I I 1 I I I I I 3 - --- --'--- -- 2 t I 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 29 Hydrograph for Reach 1 R: TOTAL TO WETLAND Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.03 0.03 10.00 0.18 0.18 15.00 0.57 0.57 20.00 0.19 0.19 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 25443 - SL MOUNDS VIEW- EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 30 Summary for Reach 2R: TOTAL EXISTING [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.896 ac, 22.54% Impervious, Inflow Depth = 2.63" for 10-YR event Inflow = 19.11 cfs @ 12.17 hrs, Volume= 1.073 of Outflow = 19.11 cfs @ 12.17 hrs, Volume= 1.073 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 2R: TOTAL EXISTING Hydrograph r r r r 1 --- ------- ❑Inflow z1 19.11 cfs ------------- ------- [I Outflow 19 -- ------ ------ ----- - Inflow Area=4.896 ac 18 17 ----- ----- -------------- -- ----- - - - - -- _t_ _y_ _,._ _y__y_ _ 16 ------------ ------------------- ---- ---- -,- -�-- -i-- - -r--r- 15 ----- ------- ------ ------ ----J-- --- - ----L- - 14 , 13 y 12 -------r------------- --,--------r-----,-- ----- -------r--,-- 0 10 ME 9 - - - - - -r - - -r -r - - 8 7 6 5 r r r I r i i i i 4 - - - - - - - - - - - ' - - - - - - ' - - - - 3 2 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 31 Hydrograph for Reach 2R: TOTAL EXISTING Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.03 0.03 10.00 0.18 0.18 15.00 0.58 0.58 20.00 0.20 0.20 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 25443 - SL MOUNDS VIEW- EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 32 Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method SubcatchmentEX1: EX1 - DRAINSTO Runoff Area=153,124 sf 3.90% Impervious Runoff Depth=5.05" Tc=10.0 min CN=WQ Runoff=26.86 cfs 1.480 of SubcatchmentEX2: EX2- DRAINS WEST TO Runoff Area=4,047 sf 0.00% Impervious Runoff Depth=4.97" Tc=10.0 min CN=WQ Runoff=0.70 cfs 0.038 of SubcatchmentEX3: EX3- DRAINS EAST TO Runoff Area=302 sf 0.00% Impervious Runoff Depth=4.97" Tc=10.0 min CN=WQ Runoff=0.05 cfs 0.003 of SubcatchmentOFF-EX4:OFFSITE EX4- Runoff Area=55,787 sf 75.44% Impervious Runoff Depth=6.55" Tc=10.0 min CN=WQ Runoff=11.39 cfs 0.699 of Reach 1R: TOTAL TO WETLAND Inflow=38.25 cfs 2.179 of Outflow=38.25 cfs 2.179 of Reach 2R: TOTAL EXISTING Inflow=39.01 cfs 2.221 of Outflow=39.01 cfs 2.221 of Total Runoff Area = 4.896 ac Runoff Volume = 2.221 of Average Runoff Depth = 5.44" 77.46% Pervious = 3.792 ac 22.54% Impervious = 1.103 ac 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 33 Summary for Subcatchment EX1: EX1 - DRAINS TO WETLAND Runoff = 26.86 cfs @ 12.17 hrs, Volume= 1.480 af, Depth= 5.05" Routed to Reach 1 R : TOTAL TO WETLAND Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-YR Rainfall=7.30" Area (sf) CN Description 5,979 98 Paved parking, HSG D 147,145 80 >75% Grass cover, Good, HSG D 153,124 Weighted Average 147,145 96.10% Pervious Area 5,979 3.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX1: EX1 - DRAINS TO WETLAND Hydrograph 30 I 1 I I I 1 I 1 1 I 1 t 1 , I 26.86 cfs I I I ........ _..__}__}.. fn_ 26 I I I I I MSE 24-Mr ,I I I I I 1 I I I I I I I I I , 24 1 1 1 1140L -YR Rainfall=7 10" I I 1 I I I t I I I I I I 22 -I--,--,-- --T-- --,--,--� Runoff Area=153,124 s`f- 20 I I I I I I I I I I Rungff Volume=1 .480 �# I I I 1 I I I I 18 I I I 1 I I � I I w 16 I I I Runoff Depth=5.05`' I I I I I I I I - --- ------ -- --7--�--------I--f- - --------- -- O14 I I I 1 I I I 1 I I 1 I I I I I I I I I I I I 12 I 1 I I I,__.T__T__T__r__r__I__-I-_,__T__T__T__r--__ l�I- ___I__,__ J --1_ �C =VV� 10 I I I 1 I 1 I 'Y I I I I I I I 1 I I I I I I I 8 ______ I I 1 I 1 I I 1 ___ti__y__ __ __t__t___-____I_ 6 I I I I 1 1 I 1 1 I I I I I I 1 I I I I 1 I q I I I 2 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 34 Hydrograph for Subcatchment EX1: EX1 - DRAINS TO WETLAND Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.27 0.00 0.01 10.00 1.00 0.10 0.29 15.00 6.55 4.39 0.78 20.00 7.11 4.91 0.26 25.00 7.30 5.08 0.00 30.00 7.30 5.08 0.00 35.00 7.30 5.08 0.00 40.00 7.30 5.08 0.00 45.00 7.30 5.08 0.00 50.00 7.30 5.08 0.00 55.00 7.30 5.08 0.00 60.00 7.30 5.08 0.00 65.00 7.30 5.08 0.00 70.00 7.30 5.08 0.00 75.00 7.30 5.08 0.00 80.00 7.30 5.08 0.00 85.00 7.30 5.08 0.00 90.00 7.30 5.08 0.00 95.00 7.30 5.08 0.00 100.00 7.30 5.08 0.00 105.00 7.30 5.08 0.00 110.00 7.30 5.08 0.00 115.00 7.30 5.08 0.00 120.00 7.30 5.08 0.00 125.00 7.30 5.08 0.00 130.00 7.30 5.08 0.00 135.00 7.30 5.08 0.00 140.00 7.30 5.08 0.00 145.00 7.30 5.08 0.00 150.00 7.30 5.08 0.00 155.00 7.30 5.08 0.00 160.00 7.30 5.08 0.00 165.00 7.30 5.08 0.00 170.00 7.30 5.08 0.00 175.00 7.30 5.08 0.00 180.00 7.30 5.08 0.00 185.00 7.30 5.08 0.00 190.00 7.30 5.08 0.00 195.00 7.30 5.08 0.00 200.00 7.30 5.08 0.00 205.00 7.30 5.08 0.00 210.00 7.30 5.08 0.00 215.00 7.30 5.08 0.00 220.00 7.30 5.08 0.00 225.00 7.30 5.08 0.00 230.00 7.30 5.08 0.00 235.00 7.30 5.08 0.00 240.00 7.30 5.08 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 35 Summary for Subcatchment EX2: EX2 - DRAINS WEST TO LONG LAKE RD Runoff = 0.70 cfs @ 12.17 hrs, Volume= 0.038 af, Depth= 4.97" Routed to Reach 2R : TOTAL EXISTING Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-YR Rainfall=7.30" Area (sf) CN Description 0 98 Paved parking, HSG D 4,047 80 >75% Grass cover, Good, HSG D 4,047 Weighted Average 4,047 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX2: EX2 - DRAINS WEST TO LONG LAKE RD Hydrograph I I I I I I I I I I 1 I 1 0.75 0.70 cfs 1 I I I I I 1--1-- -- --I---4--1-- --1---1-- -----.i 'I-- MSE 24-hr 0.7 I I I I I I -- 0.65 1 1 I I I I I -- --=-- -- --1-- -- --+-- --I---1--'f00-YR Rainfall=7.30" 0.6 1 1 I I I I I I I 1 I I I I I I I i 0.55 1 I I I I I I Runoff Area=4,047 sf _--1---____- 0.5 - Runoff Volume=0.038 Of- w 0.45 I I I I I I I --,--,--r--r-- ,--1--t-- --I---1--,- -Runoff Depth=4.97" 0.4 I I I I I I 1 1 3 - --JI- --J----- ----- ----------- O TC=10.0 min LL 0.35 I I I 1 I I I 1 1 1 - 7--7--r -r -I--� y -r--I --r- r --,--r 0.3 I I I I I I 1 I CN=WQ 0.25 1 1 I I I I I I __,__T_-r_-r_-,-_,-_l__T__r__I___,__,__T__r__r__I__-1__1__T__r_ - 0.2 1 1 I 1 I I I I 1 I I I 1 __J_-1__L__L__-_J__J__1__L__L__I__J_____L__L__I__J__J__1__L__L.- 1 I 1 I I I 0.15 I I I 1 I I I I I I I I 1 - 1- -'i --r- -r --1-- - -l --T- -r --I-- -I- --1-- T--r- -I- --I- - �- -� - - r - -I- 0.1 I I I I I I I 1 0.05 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 36 Hydrograph for Subcatchment EX2: EX2 - DRAINS WEST TO LONG LAKE RD Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.27 0.00 0.00 10.00 1.00 0.08 0.01 15.00 6.55 4.28 0.02 20.00 7.11 4.80 0.01 25.00 7.30 4.97 0.00 30.00 7.30 4.97 0.00 35.00 7.30 4.97 0.00 40.00 7.30 4.97 0.00 45.00 7.30 4.97 0.00 50.00 7.30 4.97 0.00 55.00 7.30 4.97 0.00 60.00 7.30 4.97 0.00 65.00 7.30 4.97 0.00 70.00 7.30 4.97 0.00 75.00 7.30 4.97 0.00 80.00 7.30 4.97 0.00 85.00 7.30 4.97 0.00 90.00 7.30 4.97 0.00 95.00 7.30 4.97 0.00 100.00 7.30 4.97 0.00 105.00 7.30 4.97 0.00 110.00 7.30 4.97 0.00 115.00 7.30 4.97 0.00 120.00 7.30 4.97 0.00 125.00 7.30 4.97 0.00 130.00 7.30 4.97 0.00 135.00 7.30 4.97 0.00 140.00 7.30 4.97 0.00 145.00 7.30 4.97 0.00 150.00 7.30 4.97 0.00 155.00 7.30 4.97 0.00 160.00 7.30 4.97 0.00 165.00 7.30 4.97 0.00 170.00 7.30 4.97 0.00 175.00 7.30 4.97 0.00 180.00 7.30 4.97 0.00 185.00 7.30 4.97 0.00 190.00 7.30 4.97 0.00 195.00 7.30 4.97 0.00 200.00 7.30 4.97 0.00 205.00 7.30 4.97 0.00 210.00 7.30 4.97 0.00 215.00 7.30 4.97 0.00 220.00 7.30 4.97 0.00 225.00 7.30 4.97 0.00 230.00 7.30 4.97 0.00 235.00 7.30 4.97 0.00 240.00 7.30 4.97 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 37 Summary for Subcatchment EX3: EX3 - DRAINS EAST TO ADJ. PROP. Runoff = 0.05 cfs @ 12.17 hrs, Volume= 0.003 af, Depth= 4.97" Routed to Reach 2R : TOTAL EXISTING Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-YR Rainfall=7.30" Area (sf) CN Description 0 98 Paved parking, HSG D 302 80 >75% Grass cover, Good, HSG D 302 Weighted Average 302 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment EX3: EX3 - DRAINS EAST TO ADJ. PROP. Hydrograph 0.05 cfs 1--1--L--'--J--1--i--'---I--�--1--' --J--i--�--'--�--1--1- ❑Runoff I I I I I I I 1 I 0.055 I 1 I I I I I I 1 I I I i I I I 1 - -;--,-- -- ;-----,---,--;--; MSE24-hr3 0.05 I I I I 1 1 � I I � i I I 1 I I I 1 I I i 0.045 I 1 1 1 1 100-YR Rainfall=7.30 I 1 I I -I--1--t'--1---I-- --1-- --I---1--'--L-- I I 1 I I Runoff Area=302 sf 0.04 - Runoff Volume=0.003 of 0.035 I I I 1 I I ^ --,--r--r----,--T-----I---I--,--r--0.03 Runoff Depth-4.97" 1 1 1 1 I I I — 3 --1--+-- -I---+--+- --i--I-- +-- Tc=10.0 min LL 0.025 1 1 1 1 I I I I 1 1 I 1 1 1 I 1 I - 1 - I- - - - - - - i - - - - -I- - -I- - '- � - -� - CN-WQ -1 1 1 I I I 1 , - 0.02 1 1 1 1 I I 1 I I 1 I I 1 1 I 1 I 1 -I--1--r--r--I--�--r--r--r--r--,--r--r--�---r--1--r--r--r--1--,--r- 0.015 1 1 1 1 1 I I 1 I 1 0.01 1 1 I 1 I I 1 I 1_ -J - _ L _ _L J_ _ J_ _1_ .. L _ .1_ _ _I 0.005 1 1 I 1 1 I I 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 38 Hydrograph for Subcatchment EX3: EX3 - DRAINS EAST TO ADJ. PROP. Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.27 0.00 0.00 10.00 1.00 0.08 0.00 15.00 6.55 4.28 0.00 20.00 7.11 4.80 0.00 25.00 7.30 4.97 0.00 30.00 7.30 4.97 0.00 35.00 7.30 4.97 0.00 40.00 7.30 4.97 0.00 45.00 7.30 4.97 0.00 50.00 7.30 4.97 0.00 55.00 7.30 4.97 0.00 60.00 7.30 4.97 0.00 65.00 7.30 4.97 0.00 70.00 7.30 4.97 0.00 75.00 7.30 4.97 0.00 80.00 7.30 4.97 0.00 85.00 7.30 4.97 0.00 90.00 7.30 4.97 0.00 95.00 7.30 4.97 0.00 100.00 7.30 4.97 0.00 105.00 7.30 4.97 0.00 110.00 7.30 4.97 0.00 115.00 7.30 4.97 0.00 120.00 7.30 4.97 0.00 125.00 7.30 4.97 0.00 130.00 7.30 4.97 0.00 135.00 7.30 4.97 0.00 140.00 7.30 4.97 0.00 145.00 7.30 4.97 0.00 150.00 7.30 4.97 0.00 155.00 7.30 4.97 0.00 160.00 7.30 4.97 0.00 165.00 7.30 4.97 0.00 170.00 7.30 4.97 0.00 175.00 7.30 4.97 0.00 180.00 7.30 4.97 0.00 185.00 7.30 4.97 0.00 190.00 7.30 4.97 0.00 195.00 7.30 4.97 0.00 200.00 7.30 4.97 0.00 205.00 7.30 4.97 0.00 210.00 7.30 4.97 0.00 215.00 7.30 4.97 0.00 220.00 7.30 4.97 0.00 225.00 7.30 4.97 0.00 230.00 7.30 4.97 0.00 235.00 7.30 4.97 0.00 240.00 7.30 4.97 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 39 Summary for Subcatchment OFF-EX4: OFFSITE EX4 - DRAINS SOUTH TO WETLAND Runoff = 11.39 cfs @ 12.17 hrs, Volume= 0.699 af, Depth= 6.55" Routed to Reach 1 R : TOTAL TO WETLAND Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-YR Rainfall=7.30" Area (sf) CN Description 42,086 98 Paved parking, HSG D 13,701 80 >75% Grass cover, Good, HSG D 55,787 Weighted Average 13,701 24.56% Pervious Area 42,086 75.44% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment OFF-EX4: OFFSITE EX4 - DRAINS SOUTH TO WETLAND Hydrograph 12 11.39 cfs ❑Runoff MSE 24-hr 3 10 100-YR Rainfall=7.30" 9 Runoff Area=55,787 sf , 8 Runoff Volume=0.699 of 7 Runoff Depth=6.55"' ° 6 Tc=10.0 min LL 5 CN=WQ 4 3 2 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 40 Hydrograph for Subcatchment OFF-EX4: OFFSITE EX4 - DRAINS SOUTH TO WETLAND Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.27 0.03 0.07 10.00 1.00 0.51 0.27 15.00 6.55 5.84 0.30 20.00 7.11 6.40 0.10 25.00 7.30 6.59 0.00 30.00 7.30 6.59 0.00 35.00 7.30 6.59 0.00 40.00 7.30 6.59 0.00 45.00 7.30 6.59 0.00 50.00 7.30 6.59 0.00 55.00 7.30 6.59 0.00 60.00 7.30 6.59 0.00 65.00 7.30 6.59 0.00 70.00 7.30 6.59 0.00 75.00 7.30 6.59 0.00 80.00 7.30 6.59 0.00 85.00 7.30 6.59 0.00 90.00 7.30 6.59 0.00 95.00 7.30 6.59 0.00 100.00 7.30 6.59 0.00 105.00 7.30 6.59 0.00 110.00 7.30 6.59 0.00 115.00 7.30 6.59 0.00 120.00 7.30 6.59 0.00 125.00 7.30 6.59 0.00 130.00 7.30 6.59 0.00 135.00 7.30 6.59 0.00 140.00 7.30 6.59 0.00 145.00 7.30 6.59 0.00 150.00 7.30 6.59 0.00 155.00 7.30 6.59 0.00 160.00 7.30 6.59 0.00 165.00 7.30 6.59 0.00 170.00 7.30 6.59 0.00 175.00 7.30 6.59 0.00 180.00 7.30 6.59 0.00 185.00 7.30 6.59 0.00 190.00 7.30 6.59 0.00 195.00 7.30 6.59 0.00 200.00 7.30 6.59 0.00 205.00 7.30 6.59 0.00 210.00 7.30 6.59 0.00 215.00 7.30 6.59 0.00 220.00 7.30 6.59 0.00 225.00 7.30 6.59 0.00 230.00 7.30 6.59 0.00 235.00 7.30 6.59 0.00 240.00 7.30 6.59 0.00 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 41 Summary for Reach 1 R: TOTAL TO WETLAND [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.796 ac, 23.01% Impervious, Inflow Depth = 5.45" for 100-YR event Inflow = 38.25 cfs @ 12.17 hrs, Volume= 2.179 of Outflow = 38.25 cfs @ 12.17 hrs, Volume= 2.179 af, Atten= 0%, Lag= 0.0 min Routed to Reach 2R : TOTAL EXISTING Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 1 R: TOTAL TO WETLAND Hydrograph I I 1 I I _I_ _ __ __ _ _L___ _J__ _____I___I_ ____L_ _L ____ 0 Inflow I I I I I I I I I I 42 38.25 cfs ----r--I------- - ---- ----------------*- -r --- ■outflow 40 _ __-- -;--I- --;-- � I I ---_I_--_---_ --7--_9___-a -c--- - 38 Inf6w4re __ __I_-__ 1_ ___i-__ 36 ___1__L__I___I__J__L__L__I________ ____J__1_____I___:_____- __ -____ I I I 34 r---- 32 ' I I I I I , 1 I 30 I 1 I I 1 i I I I I I I 1 I 28 -__1__L_______J__L__L__I__J__1__L__i__J__J__ __I___I__-__1__1-_-__I 26 ^. • " I i I I --r1--rI --:---I--yI--'--- ----- - r---- 24 . - ----- ------ I --1i---- " 22 L-------J--- � - - 1 i - --1-- - L- j--1--i-----'-----L--1----- i, -I 1 I I I I I I I LL181 1 4-- - - --4I--- 16 --I---I-----r--Ir---- /.' _ 1 I I - I 1 - 1 - 1 I - 1 I I - --- 1 ----I 14 .' _L_ _ 1 -1- - 1 - -�- -�--�- - ----1--L---- 1 1 - -- ----- -- 12 ' I I I 1 I I I 10 I 1 , 1 I 1 I I i 8 . _-I_ I I I I 1 I I I ------------------------------- 6 - ----�------- 4 ----- ' - ----1 --- I -� -- 2 0 0 10 20 30 40 50 60 70 80 90 160 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 42 Hydrograph for Reach 1 R: TOTAL TO WETLAND Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.08 0.08 10.00 0.56 0.56 15.00 1.08 1.08 20.00 0.36 0.36 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 25443 - SL MOUNDS VIEW- EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 43 Summary for Reach 2R: TOTAL EXISTING [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.896 ac, 22.54% Impervious, Inflow Depth = 5.44" for 100-YR event Inflow = 39.01 cfs @ 12.17 hrs, Volume= 2.221 of Outflow = 39.01 cfs @ 12.17 hrs, Volume= 2.221 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 2R: TOTAL EXISTING Hydrograph - -- ---- --L__I__J__1 L--I-_J__J__L__1___I__-1__L--L__I__ - - I -- 1-- 1 1 1 I I 1 Inflow__r__,___,__y__r__-__,_ __y_____,_ r____ Outflow 42 39.r --- -------;- - - -- --- 40 Inflow Area=4.896 ac 38 -----1--a-- -- --1 36I -I- - _I I I I _ !- I 1 1 r - - -- - - -" -- - - - -f - 1- - t - - r - -I -1- � t34 -�' - -'- - - - I -,- I I I I 1 32 ___1__F__I___I__a__L__L__I__1__1__F_ _-4_ a 30- _,--T--r--1---1--4--r--r--r-r--r--r--I---1--�--r--r--r-r--r--r---- 28 -__ I- I 1 1 I 1 1 I I I I I I I7-7-1-7 I I � 1 I 1 I I I I� I 26 1L JLLIJ1LJJLLI � 1 L____ N 24 I I I I I I 1 I I I I I 1 1 1 I 1 I I 1 1 --T-- 3 22 ------r--1---r-n--r--r--I-----7--r---- --n--r--,---r-- �---- O 20 ---J-- ------- -----L- --=--J--L----J--j--L--1---'-- --1--L---- LL I I 1 I 1 I 1 I 1 i I I 18 1 I 1 I I I i I I 1 I 1 I 16 ,' -�--T--r--r--1--1--r--r--r--*--�--r--I--�-----r--r--r----r--r---- 14 - I I - 1 I - 1 - 1 - -- I-- - - J--j--� -;- -,-- --;--,- -1- j--j--I---- -1-- --,- -� -I- -, �--I 12. - j_ _L __1__ _I_ _J__L_ _L __1__ J_ _I __L_ _ _J__ J_ _L __1__ _1_ _J_ _1_ _L _ 1 I I 1 I I I 1 I 1 I� � I 10. �--�--r--I---I--y--r--r--1--�--�--r--I--y--y--r--r--I--�-- r- -r- 8 6 4 2 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - EXISTING 25443-EXISTING MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 44 Hydrograph for Reach 2R: TOTAL EXISTING Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.08 0.08 10.00 0.57 0.57 15.00 1.10 1.10 20.00 0.36 0.36 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 PR1 C PR1 B PR1 C-TO FIL BASIN 2 PR1 B -TO FIL ASIN 1 OFF-PR4 1P 2P OFFSITE PR4- SOUTH FILTR TION NOR T FILTRATION OFFSITE TO FIL. BASIN 1 BASIN 2 BASIN 1 �PR2 PR1A PR2 -TO LONG L E 1 R RD PR1A-TO EX TOTAL TO WETLAND WETLAND 2R TOTAL Subcat Reach on Link Routing Diagram for 25443-PROPOSED Prepared by Civil Site Group, Printed 12/16/2025 EHydoCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 2 Rainfall Events Listing Event# Event Storm Type Curve Mode Duration B/B Depth AMC Name (hours) (inches) 1 2-YR MSE 24-hr 3 Default 24.00 1 2.83 2 2 10-YR MSE 24-hr 3 Default 24.00 1 4.23 2 3 100-YR MSE 24-hr 3 Default 24.00 1 7.30 2 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 3 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 2.836 80 >75% Grass cover, Good, HSG D (OFF-PR4, PR1A, PR113, PR1C, PR2) 2.053 98 Paved parking, HSG D (OFF-PR4, PR1 B, PR1 C, PR2) 4.889 88 TOTAL AREA 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 4 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.000 HSG B 0.000 HSG C 4.889 HSG D OFF-PR4, PR1A, PR1 B, PR1 C, PR2 0.000 Other 4.889 TOTAL AREA 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 5 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.000 0.000 0.000 2.836 0.000 2.836 >75% Grass cover, Good OFF-PR 4, PR1A, PR1 B, PR1 C, P R2 0.000 0.000 0.000 2.053 0.000 2.053 Paved parking OFF-PR 4, PR1 B, PR1 C, PR2 0.000 0.000 0.000 4.889 0.000 4.889 TOTAL AREA 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 6 Pipe Listing (all nodes) Line# Node In-Invert Out-Invert Length Slope n Width Diam/Height Inside-Fill Node Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches) Name 1 1 P 904.25 903.25 66.0 0.0152 0.013 0.0 12.0 0.0 2 1 P 904.50 904.50 147.0 0.0000 0.013 0.0 6.0 0.0 3 2P 903.75 903.25 20.0 0.0250 0.013 0.0 15.0 0.0 4 2P 904.00 904.00 180.0 0.0000 0.013 0.0 6.0 0.0 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 7 Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method SubcatchmentOFF-PR4:OFFSITE PR4- Runoff Area=55,787 sf 73.98% Impervious Runoff Depth=2.22" Tc=10.0 min CN=WQ Runoff=3.96 cfs 0.236 of SubcatchmentPR1A: PR1A-TO EX Runoff Area=73,524 sf 0.00% Impervious Runoff Depth=1.12" Tc=10.0 min CN=WQ Runoff=2.93 cfs 0.158 of SubcatchmentPR1 B: PR1 B-TO FIL Runoff Area=39,401 sf 58.28% Impervious Runoff Depth=1.98" Tc=10.0 min CN=WQ Runoff=2.53 cfs 0.150 of SubcatchmentPR1 C: PR1 C-TO FIL Runoff Area=38,442 sf 61.87% Impervious Runoff Depth=2.04" Tc=10.0 min CN=WQ Runoff=2.53 cfs 0.150 of SubcatchmentPR2: PR2-TO LONG LAKE Runoff Area=5,804 sf 24.05% Impervious Runoff Depth=1.48" Tc=10.0 min CN=WQ Runoff=0.29 cfs 0.016 of Reach 1R: TOTAL TO WETLAND Inflow=5.92 cfs 0.694 of Outflow=5.92 cfs 0.694 of Reach 2R: TOTAL Inflow=6.15 cfs 0.710 of Outflow=6.15 cfs 0.710 of Pond 1P: SOUTH FILTRATION BASIN 1 Peak EIev=908.66' Storage=4,264 cf Inflow=2.53 cfs 0.150 of Outflow=0.16 cfs 0.150 of Pond 2P: NORTH FILTRATION BASIN 2 Peak EIev=909.18' Storage=7,257 cf Inflow=6.48 cfs 0.386 of Outflow=3.74 cfs 0.386 of Total Runoff Area = 4.889 ac Runoff Volume = 0.710 of Average Runoff Depth = 1.74" 58.01% Pervious = 2.836 ac 41.99% Impervious = 2.053 ac 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment OFF-PR4: OFFSITE PR4 - OFFSITE TO FIL. BASIN 1 Runoff = 3.96 cfs @ 12.17 hrs, Volume= 0.236 af, Depth= 2.22" Routed to Pond 2P : NORTH FILTRATION BASIN 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-YR Rainfall=2.83" Area (sf) CN Description 41,270 98 Paved parking, HSG D 14,517 80 >75% Grass cover, Good, HSG D 55,787 Weighted Average 14,517 26.02% Pervious Area 41,270 73.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment OFF-PR4: OFFSITE PR4 - OFFSITE TO FIL. BASIN 1 Hydrograph 3.96 cfs ❑Runoff 4 MSE 24-hr $ 2-YR Rainfall=2.83`' 3 Runoff Area=55,787 sf Runoff Volume=0.236 �f Runoff Depth=2.22" 3 -�-- - -- - ---------- --- - - - - - - - - - - - - - LL 2- !TC=10.0 min CN=WQ i 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 9 Hydrograph for Subcatchment OFF-PR4: OFFSITE PR4 - OFFSITE TO FIL. BASIN 1 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.01 10.00 0.39 0.06 0.08 15.00 2.54 1.82 0.11 20.00 2.76 2.02 0.04 25.00 2.83 2.09 0.00 30.00 2.83 2.09 0.00 35.00 2.83 2.09 0.00 40.00 2.83 2.09 0.00 45.00 2.83 2.09 0.00 50.00 2.83 2.09 0.00 55.00 2.83 2.09 0.00 60.00 2.83 2.09 0.00 65.00 2.83 2.09 0.00 70.00 2.83 2.09 0.00 75.00 2.83 2.09 0.00 80.00 2.83 2.09 0.00 85.00 2.83 2.09 0.00 90.00 2.83 2.09 0.00 95.00 2.83 2.09 0.00 100.00 2.83 2.09 0.00 105.00 2.83 2.09 0.00 110.00 2.83 2.09 0.00 115.00 2.83 2.09 0.00 120.00 2.83 2.09 0.00 125.00 2.83 2.09 0.00 130.00 2.83 2.09 0.00 135.00 2.83 2.09 0.00 140.00 2.83 2.09 0.00 145.00 2.83 2.09 0.00 150.00 2.83 2.09 0.00 155.00 2.83 2.09 0.00 160.00 2.83 2.09 0.00 165.00 2.83 2.09 0.00 170.00 2.83 2.09 0.00 175.00 2.83 2.09 0.00 180.00 2.83 2.09 0.00 185.00 2.83 2.09 0.00 190.00 2.83 2.09 0.00 195.00 2.83 2.09 0.00 200.00 2.83 2.09 0.00 205.00 2.83 2.09 0.00 210.00 2.83 2.09 0.00 215.00 2.83 2.09 0.00 220.00 2.83 2.09 0.00 225.00 2.83 2.09 0.00 230.00 2.83 2.09 0.00 235.00 2.83 2.09 0.00 240.00 2.83 2.09 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 10 Summary for Subcatchment PR1A: PR1A - TO EX WETLAND Runoff = 2.93 cfs @ 12.18 hrs, Volume= 0.158 af, Depth= 1.12" Routed to Reach 1 R : TOTAL TO WETLAND Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-YR Rainfall=2.83" Area (sf) CN Description 0 98 Paved parking, HSG D 73,524 80 >75% Grass cover, Good, HSG D 73,524 Weighted Average 73,524 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1A: PR1A - TO EX WETLAND Hydrograph 2.93 cfs ❑Runoff 3- I I MSE 24-hr I I I 2-YR Rainfall=2.83" I I I I I I I I Ruhoff Area=73,524 sf I I I I I 2 - ------ --;-------- .....RunOff'Vofume=0.15$ of y I I I Runoff Depth=1 .12`' 3 I I I I LL I I I I Tc=10.0 min I I I l/�l CN=WQ I I I I I I I_ I I I I I I I I I I I I I I I I I I I I I o ,....,.... 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 11 Hydrograph for Subcatchment PRM PR1A - TO EX WETLAND Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.00 10.00 0.39 0.00 0.00 15.00 2.54 0.92 0.11 20.00 2.76 1.07 0.04 25.00 2.83 1.12 0.00 30.00 2.83 1.12 0.00 35.00 2.83 1.12 0.00 40.00 2.83 1.12 0.00 45.00 2.83 1.12 0.00 50.00 2.83 1.12 0.00 55.00 2.83 1.12 0.00 60.00 2.83 1.12 0.00 65.00 2.83 1.12 0.00 70.00 2.83 1.12 0.00 75.00 2.83 1.12 0.00 80.00 2.83 1.12 0.00 85.00 2.83 1.12 0.00 90.00 2.83 1.12 0.00 95.00 2.83 1.12 0.00 100.00 2.83 1.12 0.00 105.00 2.83 1.12 0.00 110.00 2.83 1.12 0.00 115.00 2.83 1.12 0.00 120.00 2.83 1.12 0.00 125.00 2.83 1.12 0.00 130.00 2.83 1.12 0.00 135.00 2.83 1.12 0.00 140.00 2.83 1.12 0.00 145.00 2.83 1.12 0.00 150.00 2.83 1.12 0.00 155.00 2.83 1.12 0.00 160.00 2.83 1.12 0.00 165.00 2.83 1.12 0.00 170.00 2.83 1.12 0.00 175.00 2.83 1.12 0.00 180.00 2.83 1.12 0.00 185.00 2.83 1.12 0.00 190.00 2.83 1.12 0.00 195.00 2.83 1.12 0.00 200.00 2.83 1.12 0.00 205.00 2.83 1.12 0.00 210.00 2.83 1.12 0.00 215.00 2.83 1.12 0.00 220.00 2.83 1.12 0.00 225.00 2.83 1.12 0.00 230.00 2.83 1.12 0.00 235.00 2.83 1.12 0.00 240.00 2.83 1.12 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment PR1 B: PR1 B - TO FIL BASIN 1 Runoff = 2.53 cfs @ 12.17 hrs, Volume= 0.150 af, Depth= 1.98" Routed to Pond 1 P : SOUTH FILTRATION BASIN 1 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-YR Rainfall=2.83" Area (sf) CN Description 22,963 98 Paved parking, HSG D 16,438 80 >75% Grass cover, Good, HSG D 39,401 Weighted Average 16,438 41.72% Pervious Area 22,963 58.28% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1 B: PR1 B - TO FIL BASIN 1 Hydrograph 2.53 Cfs ❑Ruoff MSE 24-hr $ 2-YR Rainfall=2.83" 2- Runoff Area=39,401 sf Runoff Volume=0.150 elf Runoff Depth=1 .9W' 3 Tc=10.0 min 0 LL 1- CN=WQ 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 13 Hydrograph for Subcatchment PR1 B: PR1 B - TO FIL BASIN 1 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.01 10.00 0.39 0.02 0.05 15.00 2.54 1.57 0.07 20.00 2.76 1.76 0.02 25.00 2.83 1.83 0.00 30.00 2.83 1.83 0.00 35.00 2.83 1.83 0.00 40.00 2.83 1.83 0.00 45.00 2.83 1.83 0.00 50.00 2.83 1.83 0.00 55.00 2.83 1.83 0.00 60.00 2.83 1.83 0.00 65.00 2.83 1.83 0.00 70.00 2.83 1.83 0.00 75.00 2.83 1.83 0.00 80.00 2.83 1.83 0.00 85.00 2.83 1.83 0.00 90.00 2.83 1.83 0.00 95.00 2.83 1.83 0.00 100.00 2.83 1.83 0.00 105.00 2.83 1.83 0.00 110.00 2.83 1.83 0.00 115.00 2.83 1.83 0.00 120.00 2.83 1.83 0.00 125.00 2.83 1.83 0.00 130.00 2.83 1.83 0.00 135.00 2.83 1.83 0.00 140.00 2.83 1.83 0.00 145.00 2.83 1.83 0.00 150.00 2.83 1.83 0.00 155.00 2.83 1.83 0.00 160.00 2.83 1.83 0.00 165.00 2.83 1.83 0.00 170.00 2.83 1.83 0.00 175.00 2.83 1.83 0.00 180.00 2.83 1.83 0.00 185.00 2.83 1.83 0.00 190.00 2.83 1.83 0.00 195.00 2.83 1.83 0.00 200.00 2.83 1.83 0.00 205.00 2.83 1.83 0.00 210.00 2.83 1.83 0.00 215.00 2.83 1.83 0.00 220.00 2.83 1.83 0.00 225.00 2.83 1.83 0.00 230.00 2.83 1.83 0.00 235.00 2.83 1.83 0.00 240.00 2.83 1.83 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 14 Summary for Subcatchment PR1C: PR1C - TO FIL BASIN 2 Runoff = 2.53 cfs @ 12.17 hrs, Volume= 0.150 af, Depth= 2.04" Routed to Pond 2P : NORTH FILTRATION BASIN 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-YR Rainfall=2.83" Area (sf) CN Description 23,783 98 Paved parking, HSG D 14,659 80 >75% Grass cover, Good, HSG D 38,442 Weighted Average 14,659 38.13% Pervious Area 23,783 61.87% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1C: PR1C - TO FIL BASIN 2 Hydrograph 2.53 Cfs ❑Ruoff MSE 24-hr $ 2-YR Rainfall=2.83" 2- Runoff Area=38,442 sf Runoff Volume=0.150 elf Runoff Depth=2.04`' 3 Tc=10.0 min 0 LL 1- CN=WQ 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 15 Hydrograph for Subcatchment PR1 C: PR1 C - TO FIL BASIN 2 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.01 10.00 0.39 0.03 0.05 15.00 2.54 1.65 0.07 20.00 2.76 1.85 0.02 25.00 2.83 1.91 0.00 30.00 2.83 1.91 0.00 35.00 2.83 1.91 0.00 40.00 2.83 1.91 0.00 45.00 2.83 1.91 0.00 50.00 2.83 1.91 0.00 55.00 2.83 1.91 0.00 60.00 2.83 1.91 0.00 65.00 2.83 1.91 0.00 70.00 2.83 1.91 0.00 75.00 2.83 1.91 0.00 80.00 2.83 1.91 0.00 85.00 2.83 1.91 0.00 90.00 2.83 1.91 0.00 95.00 2.83 1.91 0.00 100.00 2.83 1.91 0.00 105.00 2.83 1.91 0.00 110.00 2.83 1.91 0.00 115.00 2.83 1.91 0.00 120.00 2.83 1.91 0.00 125.00 2.83 1.91 0.00 130.00 2.83 1.91 0.00 135.00 2.83 1.91 0.00 140.00 2.83 1.91 0.00 145.00 2.83 1.91 0.00 150.00 2.83 1.91 0.00 155.00 2.83 1.91 0.00 160.00 2.83 1.91 0.00 165.00 2.83 1.91 0.00 170.00 2.83 1.91 0.00 175.00 2.83 1.91 0.00 180.00 2.83 1.91 0.00 185.00 2.83 1.91 0.00 190.00 2.83 1.91 0.00 195.00 2.83 1.91 0.00 200.00 2.83 1.91 0.00 205.00 2.83 1.91 0.00 210.00 2.83 1.91 0.00 215.00 2.83 1.91 0.00 220.00 2.83 1.91 0.00 225.00 2.83 1.91 0.00 230.00 2.83 1.91 0.00 235.00 2.83 1.91 0.00 240.00 2.83 1.91 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 16 Summary for Subcatchment PR2: PR2 - TO LONG LAKE RD Runoff = 0.29 cfs @ 12.18 hrs, Volume= 0.016 af, Depth= 1.48" Routed to Reach 2R : TOTAL Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-YR Rainfall=2.83" Area (sf) CN Description 1,396 98 Paved parking, HSG D 4,408 80 >75% Grass cover, Good, HSG D 5,804 Weighted Average 4,408 75.95% Pervious Area 1,396 24.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR2: PR2 - TO LONG LAKE RD Hydrograph -----I-- -- I--( --1 --I-- I-- -- I -- --'--r-- I-- {-- I --------I-- -- -- --�-- 0.32 I 1 r I r 0.29 cfs _ ®Runoff -1--T--r•--r--I--1--�--T--r--I---I--�--T--T-` --�--�--r- r--r-- 0.3 r r r r r r r r r r r r r 0.28- MSE 24-hr 3 1 r r r r r r r 7 r r 0.26 _y__;__r--r--r-y--y--t--r--i---i-- 2-YR Rainfall=2.83" 0.24 r r r r r r r ------ Runoff Runoff Area=5,804 sf r I r r I I r r I I 0.22 r r r r r i _ 1 r_ _r -I- I- i T unoff Volume-0.016 of -� 0.2 1 1 r 1 r -- 0.18 Runoff Depth=1 .48" l I 1 r I I 1 r r r 3 0.16 r r r I r --- r r ---- o - r-- --r--r-7 --y--T- ---r-�- TC=10.0 m��-- 11 0.14 I 1 r r r r r 1 r l r r r _ CN=WQ-- 0.12 r -r r I 1 r r r 0.1 1 1 1 r r r I I r 0.08 1 IL r r 1 r r r r r 1 --i -0- -- _ _�_ i _ r _ r _ _ 0.06 r r r r r r r r 0.04 I r r r r r r r _L I I I 0.02 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 17 Hydrograph for Subcatchment PR2: PR2 - TO LONG LAKE RD Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.00 10.00 0.39 0.00 0.00 15.00 2.54 1.15 0.01 20.00 2.76 1.32 0.00 25.00 2.83 1.38 0.00 30.00 2.83 1.38 0.00 35.00 2.83 1.38 0.00 40.00 2.83 1.38 0.00 45.00 2.83 1.38 0.00 50.00 2.83 1.38 0.00 55.00 2.83 1.38 0.00 60.00 2.83 1.38 0.00 65.00 2.83 1.38 0.00 70.00 2.83 1.38 0.00 75.00 2.83 1.38 0.00 80.00 2.83 1.38 0.00 85.00 2.83 1.38 0.00 90.00 2.83 1.38 0.00 95.00 2.83 1.38 0.00 100.00 2.83 1.38 0.00 105.00 2.83 1.38 0.00 110.00 2.83 1.38 0.00 115.00 2.83 1.38 0.00 120.00 2.83 1.38 0.00 125.00 2.83 1.38 0.00 130.00 2.83 1.38 0.00 135.00 2.83 1.38 0.00 140.00 2.83 1.38 0.00 145.00 2.83 1.38 0.00 150.00 2.83 1.38 0.00 155.00 2.83 1.38 0.00 160.00 2.83 1.38 0.00 165.00 2.83 1.38 0.00 170.00 2.83 1.38 0.00 175.00 2.83 1.38 0.00 180.00 2.83 1.38 0.00 185.00 2.83 1.38 0.00 190.00 2.83 1.38 0.00 195.00 2.83 1.38 0.00 200.00 2.83 1.38 0.00 205.00 2.83 1.38 0.00 210.00 2.83 1.38 0.00 215.00 2.83 1.38 0.00 220.00 2.83 1.38 0.00 225.00 2.83 1.38 0.00 230.00 2.83 1.38 0.00 235.00 2.83 1.38 0.00 240.00 2.83 1.38 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 18 Summary for Reach 1 R: TOTAL TO WETLAND [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.756 ac, 42.49% Impervious, Inflow Depth = 1.75" for 2-YR event Inflow = 5.92 cfs @ 12.24 hrs, Volume= 0.694 of Outflow = 5.92 cfs @ 12.24 hrs, Volume= 0.694 af, Atten= 0%, Lag= 0.0 min Routed to Reach 2R : TOTAL Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 1 R: TOTAL TO WETLAND Hydrograph ❑Inflow 5.92 cfs ❑outflow 6 Inflow Area=4.756 ac 5- 4- 2 3 LL 2 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 19 Hydrograph for Reach 1 R: TOTAL TO WETLAND Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.02 0.02 10.00 0.05 0.05 15.00 0.38 0.38 20.00 0.15 0.15 25.00 0.10 0.10 30.00 0.09 0.09 35.00 0.08 0.08 40.00 0.07 0.07 45.00 0.07 0.07 50.00 0.06 0.06 55.00 0.03 0.03 60.00 0.01 0.01 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 20 Summary for Reach 2R: TOTAL [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.889 ac, 41.99% Impervious, Inflow Depth = 1.74" for 2-YR event Inflow = 6.15 cfs @ 12.24 hrs, Volume= 0.710 of Outflow = 6.15 cfs @ 12.24 hrs, Volume= 0.71Oaf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 2R: TOTAL Hydrograph ❑Inflow 6.15 cfs ❑outflow Inflow Area=4.889 ac 6 5- 4- 0 a 3 2 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 21 Hydrograph for Reach 2R: TOTAL Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.02 0.02 10.00 0.06 0.06 15.00 0.39 0.39 20.00 0.15 0.15 25.00 0.10 0.10 30.00 0.09 0.09 35.00 0.08 0.08 40.00 0.07 0.07 45.00 0.07 0.07 50.00 0.06 0.06 55.00 0.03 0.03 60.00 0.01 0.01 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 22 Summary for Pond 1 P: SOUTH FILTRATION BASIN 1 [92] Warning: Device #6 is above defined storage Inflow Area = 0.905 ac, 58.28% Impervious, Inflow Depth = 1.98" for 2-YR event Inflow = 2.53 cfs @ 12.17 hrs, Volume= 0.150 of Outflow = 0.16 cfs @ 13.40 hrs, Volume= 0.150 af, Atten= 94%, Lag= 73.3 min Primary = 0.16 cfs @ 13.40 hrs, Volume= 0.150 of Routed to Reach 1 R : TOTAL TO WETLAND Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 908.66' @ 13.40 hrs Surf.Area= 2,555 sf Storage= 4,264 cf Plug-Flow detention time=851.5 min calculated for 0.150 of(100% of inflow) Center-of-Mass det. time= 851.6 min ( 1,624.6 - 773.0 ) Volume Invert Avail.Storage Storage Description #1 906.50' 7,379 cf Custom Stage Data (Prismatic)Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 906.50 1,401 0 0 909.75 3,140 7,379 7,379 Device Routing Invert Outlet Devices #1 Primary 904.25' 12.0" Round Culvert L= 66.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 904.25'/ 903.25' S= 0.0152 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Device 1 904.50' 6.0" Round Culvert L= 147.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 904.50'/ 904.50' S= 0.0000 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf #3 Device 2 906.50' 0.800 in/hr Exfiltration over Surface area #4 Device 1 908.60' 2.5' long x 0.40' rise Sharp-Crested Vee/Trap Weir Cv= 2.62 (C= 3.28) #5 Device 1 909.00' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) #6 Primary 911.25' 3.0' long x 2.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Primary OutFlow Max=0.16 cfs @ 13.40 hrs HW=908.66' (Free Discharge) 1=Culvert (Passes 0.16 cfs of 6.59 cfs potential flow) 2=Culvert (Passes 0.05 cfs of 0.83 cfs potential flow) t3=Exfiltration (Exfiltration Controls 0.05 cfs) =Sharp-Crested Vee/Trap Weir(Weir Controls 0.11 cfs @ 0.77 fps) =Sharp-Crested Rectangular Weir( Controls 0.00 cfs) =Broad-Crested Rectangular Weir( Controls 0.00 cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 23 Pond 1 P: SOUTH FILTRATION BASIN 1 Hydrograph I I I I I I I I I I I I I I I I I I I i.7 Inflow 2.53 cfs I I I I I I p Primary Inflow;Are;a=0.905 'ac I I I I I I I I T Peok Elev=908.66' I I I I I I I I I 2 Storage-4,264 cf I I I I I I I I I i i I I I I I I I I I I I I 1 I I I I I I I I I I I I y I I I I I I I I I I I I V I I I I I I I I I I I I I I I I I I I I I I I I 3 I I I I I I I I I I I I p I I I I I I I I I I I IL -y__t__r--I__y--t__h____y--t--*--I--y--*--h----y-------- 0.16 cfs 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) Pond 1 P: SOUTH FILTRATION BASIN 1 Stage-Discharge Broad-Crested Rectangular I I I I ❑Primary 911 I I I I I I I I I I I I I I I I I I I I I I I I I a Nw° 910 IIIIII SaIIIIII CeReIIIII ctangular IIII IIIIII sted Weir = 909 mSharp-Crested Vee/Trap Weiis > I I I N I I I I w I i I I I -------L---------------I--------I---------------J------- -------1--- I I I I I 908 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - ------L------- -------I-------- I------- -------�------- -------�--- I I I I I 907 I I I I I I I I I I I I I I Exfiltration , 0 1 2 3 4 5 6 7 8 Discharge (cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 24 Pond 1 P: SOUTH FILTRATION BASIN 1 Stage-Area-Storage Surface/Horizontaltwetted Area(sq-ft) 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400 2,600 2,800 3,000 n Surface ❑Storage I I I I 911 1 I I I 1 I I I I 1 I I 1 I I I 1 I I I ---r---7---7----,-,---r---r-.--7----1 -1 ----I--1-r---7- 7---1- I I 1 I I I I 1 I I 1 I I I 1 I 91 0 1 I I 1 I 1 I I 1 I I I I I I I I I 1 I I I 1 1 1 I I I I I I 1 I I 1 I 1 I I 1 I I I I I I I 1 I I I 1 I I I 1 I I r 909 11 1 1 1 1 I 1 o I 1 I I I I l I 1 1 1 I l uJ I 1 l 908 I I I I I I I I I I i t I I I I I I I I I I I -I- - II 1 f 1 f .I 11 1 - - 1 - -ri - - - y- - - I I I I I I I I I I I I I I I I I I I I I I I I I I 907 11 Custom Stage Data 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 Storage(cubic-feet) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 25 Hydrograph for Pond 1 P: SOUTH FILTRATION BASIN 1 Time Inflow Storage Elevation Primary (hours) (cfs) (cubic-feet) (feet) (cfs) 0.00 0.00 0 906.50 0.00 5.00 0.01 12 906.51 0.00 10.00 0.05 105 906.57 0.03 15.00 0.07 4,174 908.62 0.08 20.00 0.02 3,935 908.53 0.05 25.00 0.00 3,353 908.28 0.04 30.00 0.00 2,597 907.95 0.04 35.00 0.00 1,901 907.62 0.04 40.00 0.00 1,264 907.28 0.03 45.00 0.00 687 906.95 0.03 50.00 0.00 169 906.62 0.03 55.00 0.00 0 906.50 0.00 60.00 0.00 0 906.50 0.00 65.00 0.00 0 906.50 0.00 70.00 0.00 0 906.50 0.00 75.00 0.00 0 906.50 0.00 80.00 0.00 0 906.50 0.00 85.00 0.00 0 906.50 0.00 90.00 0.00 0 906.50 0.00 95.00 0.00 0 906.50 0.00 100.00 0.00 0 906.50 0.00 105.00 0.00 0 906.50 0.00 110.00 0.00 0 906.50 0.00 115.00 0.00 0 906.50 0.00 120.00 0.00 0 906.50 0.00 125.00 0.00 0 906.50 0.00 130.00 0.00 0 906.50 0.00 135.00 0.00 0 906.50 0.00 140.00 0.00 0 906.50 0.00 145.00 0.00 0 906.50 0.00 150.00 0.00 0 906.50 0.00 155.00 0.00 0 906.50 0.00 160.00 0.00 0 906.50 0.00 165.00 0.00 0 906.50 0.00 170.00 0.00 0 906.50 0.00 175.00 0.00 0 906.50 0.00 180.00 0.00 0 906.50 0.00 185.00 0.00 0 906.50 0.00 190.00 0.00 0 906.50 0.00 195.00 0.00 0 906.50 0.00 200.00 0.00 0 906.50 0.00 205.00 0.00 0 906.50 0.00 210.00 0.00 0 906.50 0.00 215.00 0.00 0 906.50 0.00 220.00 0.00 0 906.50 0.00 225.00 0.00 0 906.50 0.00 230.00 0.00 0 906.50 0.00 235.00 0.00 0 906.50 0.00 240.00 0.00 0 906.50 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 26 Stage-Discharge for Pond 1 P: SOUTH FILTRATION BASIN 1 Elevation Primary Elevation Primary (feet) (cfs) (feet) (cfs) 906.50 0.00 909.05 2.58 906.55 0.03 909.10 3.10 906.60 0.03 909.15 3.67 906.65 0.03 909.20 4.28 906.70 0.03 909.25 4.93 906.75 0.03 909.30 5.62 906.80 0.03 909.35 6.34 906.85 0.03 909.40 7.08 906.90 0.03 909.45 7.23 906.95 0.03 909.50 7.27 907.00 0.03 909.55 7.31 907.05 0.03 909.60 7.35 907.10 0.03 909.65 7.39 907.15 0.03 909.70 7.42 907.20 0.03 909.75 7.46 907.25 0.03 909.80 7.50 907.30 0.03 909.85 7.54 907.35 0.03 909.90 7.57 907.40 0.03 909.95 7.61 907.45 0.04 910.00 7.65 907.50 0.04 910.05 7.68 907.55 0.04 910.10 7.72 907.60 0.04 910.15 7.75 907.65 0.04 910.20 7.79 907.70 0.04 910.25 7.83 907.75 0.04 910.30 7.86 907.80 0.04 910.35 7.90 907.85 0.04 910.40 7.93 907.90 0.04 910.45 7.97 907.95 0.04 910.50 8.00 908.00 0.04 910.55 8.04 908.05 0.04 910.60 8.07 908.10 0.04 910.65 8.10 908.15 0.04 910.70 8.14 908.20 0.04 910.75 8.17 908.25 0.04 910.80 8.21 908.30 0.04 910.85 8.24 908.35 0.04 910.90 8.27 908.40 0.04 910.95 8.31 908.45 0.05 911.00 8.34 908.50 0.05 911.05 8.38 908.55 0.05 911.10 8.41 908.60 0.05 911.15 8.44 908.65 0.14 911.20 8.47 908.70 0.31 911.25 8.51 908.75 0.52 908.80 0.78 908.85 1.07 908.90 1.40 908.95 1.75 909.00 2.12 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 27 Stage-Area-Storage for Pond 1 P: SOUTH FILTRATION BASIN 1 Elevation Surface Storage Elevation Surface Storage (feet) (sq-ft) (cubic-feet) (feet) (sq-ft) (cubic-feet) 906.50 1,401 0 909.05 2,765 5,312 906.55 1,428 71 909.10 2,792 5,451 906.60 1,455 143 909.15 2,819 5,591 906.65 1,481 216 909.20 2,846 5,733 906.70 1,508 291 909.25 2,872 5,876 906.75 1,535 367 909.30 2,899 6,020 906.80 1,562 444 909.35 2,926 6,166 906.85 1,588 523 909.40 2,953 6,313 906.90 1,615 603 909.45 2,979 6,461 906.95 1,642 685 909.50 3,006 6,611 907.00 1,669 767 909.55 3,033 6,762 907.05 1,695 851 909.60 3,060 6,914 907.10 1,722 937 909.65 3,086 7,068 907.15 1,749 1,024 909.70 3,113 7,223 907.20 1,776 1,112 909.75 3,140 7,379 907.25 1,802 1,201 909.80 3,140 7,379 907.30 1,829 1,292 909.85 3,140 7,379 907.35 1,856 1,384 909.90 3,140 7,379 907.40 1,883 1,478 909.95 3,140 7,379 907.45 1,909 1,572 910.00 3,140 7,379 907.50 1,936 1,669 910.05 3,140 7,379 907.55 1,963 1,766 910.10 3,140 7,379 907.60 1,990 1,865 910.15 3,140 7,379 907.65 2,016 1,965 910.20 3,140 7,379 907.70 2,043 2,066 910.25 3,140 7,379 907.75 2,070 2,169 910.30 3,140 7,379 907.80 2,097 2,273 910.35 3,140 7,379 907.85 2,123 2,379 910.40 3,140 7,379 907.90 2,150 2,486 910.45 3,140 7,379 907.95 2,177 2,594 910.50 3,140 7,379 908.00 2,204 2,703 910.55 3,140 7,379 908.05 2,230 2,814 910.60 3,140 7,379 908.10 2,257 2,926 910.65 3,140 7,379 908.15 2,284 3,040 910.70 3,140 7,379 908.20 2,311 3,155 910.75 3,140 7,379 908.25 2,337 3,271 910.80 3,140 7,379 908.30 2,364 3,389 910.85 3,140 7,379 908.35 2,391 3,508 910.90 3,140 7,379 908.40 2,418 3,628 910.95 3,140 7,379 908.45 2,444 3,749 911.00 3,140 7,379 908.50 2,471 3,872 911.05 3,140 7,379 908.55 2,498 3,996 911.10 3,140 7,379 908.60 2,525 4,122 911.15 3,140 7,379 908.65 2,551 4,249 911.20 3,140 7,379 908.70 2,578 4,377 911.25 3,140 7,379 908.75 2,605 4,507 908.80 2,632 4,638 908.85 2,658 4,770 908.90 2,685 4,903 908.95 2,712 5,038 909.00 2,739 5,175 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 28 Summary for Pond 2P: NORTH FILTRATION BASIN 2 Inflow Area = 2.163 ac, 69.04% Impervious, Inflow Depth = 2.14" for 2-YR event Inflow = 6.48 cfs @ 12.17 hrs, Volume= 0.386 of Outflow = 3.74 cfs @ 12.29 hrs, Volume= 0.386 af, Atten= 42%, Lag= 6.9 min Primary = 3.74 cfs @ 12.29 hrs, Volume= 0.386 of Routed to Reach 1 R : TOTAL TO WETLAND Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 909.18' @ 12.29 hrs Surf.Area= 3,378 sf Storage= 7,257 cf Plug-Flow detention time=514.9 min calculated for 0.386 of(100% of inflow) Center-of-Mass det. time= 515.0 min ( 1,283.2 - 768.2 ) Volume Invert Avail.Storage Storage Description #1 906.00' 14,543 cf Custom Stage Data (Prismatic)Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 906.00 1,185 0 0 911.00 4,632 14,543 14,543 Device Routing Invert Outlet Devices #1 Primary 903.75' 15.0" Round Culvert L= 20.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 903.75'/ 903.25' S= 0.0250 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 1.23 sf #2 Device 1 904.00' 6.0" Round Culvert L= 180.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 904.00'/ 904.00' S= 0.0000 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf #3 Device 2 906.00' 0.800 in/hr Exfiltration over Surface area #4 Device 1 908.50' 2.0' long x 1.00' rise Sharp-Crested Vee/Trap Weir Cv= 2.62 (C= 3.28) #5 Device 1 909.50' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) #6 Primary 910.50' 5.0' long x 8.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.43 2.54 2.70 2.69 2.68 2.68 2.66 2.64 2.64 2.64 2.65 2.65 2.66 2.66 2.68 2.70 2.74 Primary OutFlow Max=3.74 cfs @ 12.29 hrs HW=909.18' (Free Discharge) 1=Culvert (Passes 3.74 cfs of 11.43 cfs potential flow) 2=Culvert (Passes 0.06 cfs of 0.85 cfs potential flow) t3=Exfiltration (Exfiltration Controls 0.06 cfs) =Sharp-Crested Vee/Trap Weir(Weir Controls 3.68 cfs @ 2.70 fps) =Sharp-Crested Rectangular Weir( Controls 0.00 cfs) =Broad-Crested Rectangular Weir( Controls 0.00 cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 29 Pond 2P: NORTH FILTRATION BASIN 2 Hydrograph A Inflow r6. 8 cfs I p Primary 7 I I I I I I Inflow;Are�:�2.163 ;ac I I I I I I I I 6 Peak E1ev=909.18' I I I I I I i I Stbra a=7,257 cf 5 I I I I I I 9 I I I I I I I - -- I I - -i--i -i-- --I-- --�_ -- ----- ------- I I I I I I I I I I I I 3.74 cfs V 4 I I I I I I I I I I I I I I I I I I I I I 3 -�-- --F--�-- --T--r--1--�-- -- --,-- -- --r--1-- --r-- ----�-- p I I I I I I I I I I I LL I I I I I I I I I I I 3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2 I I I I I I I I I I I I I I I I I I I I I I I t r I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) Pond 2P: NORTH FILTRATION BASIN 2 Stage-Discharge 911 � I � ❑Primary I I I I Broad-Crested Rectangular Weir I I I � I I I I 910 I Sharp-Crested Rectangular Weir I I I I I 1 1 I 909 w I I I Sharp-Crested Vee/Trap Weir o I I 'R I I I > J CD w 908 I I I I I I I I I I I I I I t I t 907 I I I I I I I I I I I I I I I I I I I I Exfiltration 906 0 2 4 6 8 10 12 14 16 18 Discharge (cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 30 Pond 2P: NORTH FILTRATION BASIN 2 Stage-Area-Storage Surface/HorizontaltWetted Area(sq-ft) 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 ❑Surface ❑Storage I I I II 1 i I i li I 911 li II I i li I 1 I II I I I I I I I I I I I 910 I I I I I _L_L__ ..J__L I I I I 1 I I I I I I I I I I I I I II I I w 909 I I I I I I II I o -�- -- --+--- ---- - ------�I- 'R ID I I I I I I I I N 908 I I I I I II W i I. I I I I I II 1' I I I I I II li I I I I 1 I I I I I I I 907 I I I I I I I I Custom Stage Data 90 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 Storage(cubic-feet) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 31 Hydrograph for Pond 2P: NORTH FILTRATION BASIN 2 Time Inflow Storage Elevation Primary (hours) (cfs) (cubic-feet) (feet) (cfs) 0.00 0.00 0 906.00 0.00 5.00 0.02 36 906.03 0.01 10.00 0.13 658 906.49 0.03 15.00 0.18 5,334 908.57 0.19 20.00 0.06 5,142 908.51 0.07 25.00 0.00 4,717 908.36 0.05 30.00 0.00 3,818 908.03 0.05 35.00 0.00 2,995 907.69 0.04 40.00 0.00 2,250 907.36 0.04 45.00 0.00 1,580 907.03 0.04 50.00 0.00 988 906.69 0.03 55.00 0.00 472 906.36 0.03 60.00 0.00 38 906.03 0.01 65.00 0.00 0 906.00 0.00 70.00 0.00 0 906.00 0.00 75.00 0.00 0 906.00 0.00 80.00 0.00 0 906.00 0.00 85.00 0.00 0 906.00 0.00 90.00 0.00 0 906.00 0.00 95.00 0.00 0 906.00 0.00 100.00 0.00 0 906.00 0.00 105.00 0.00 0 906.00 0.00 110.00 0.00 0 906.00 0.00 115.00 0.00 0 906.00 0.00 120.00 0.00 0 906.00 0.00 125.00 0.00 0 906.00 0.00 130.00 0.00 0 906.00 0.00 135.00 0.00 0 906.00 0.00 140.00 0.00 0 906.00 0.00 145.00 0.00 0 906.00 0.00 150.00 0.00 0 906.00 0.00 155.00 0.00 0 906.00 0.00 160.00 0.00 0 906.00 0.00 165.00 0.00 0 906.00 0.00 170.00 0.00 0 906.00 0.00 175.00 0.00 0 906.00 0.00 180.00 0.00 0 906.00 0.00 185.00 0.00 0 906.00 0.00 190.00 0.00 0 906.00 0.00 195.00 0.00 0 906.00 0.00 200.00 0.00 0 906.00 0.00 205.00 0.00 0 906.00 0.00 210.00 0.00 0 906.00 0.00 215.00 0.00 0 906.00 0.00 220.00 0.00 0 906.00 0.00 225.00 0.00 0 906.00 0.00 230.00 0.00 0 906.00 0.00 235.00 0.00 0 906.00 0.00 240.00 0.00 0 906.00 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 32 Stage-Discharge for Pond 2P: NORTH FILTRATION BASIN 2 Elevation Primary Elevation Primary (feet) (cfs) (feet) (cfs) 906.00 0.00 908.55 0.13 906.05 0.02 908.60 0.26 906.10 0.02 908.65 0.44 906.15 0.02 908.70 0.64 906.20 0.02 908.75 0.88 906.25 0.03 908.80 1.13 906.30 0.03 908.85 1.41 906.35 0.03 908.90 1.72 906.40 0.03 908.95 2.04 906.45 0.03 909.00 2.38 906.50 0.03 909.05 2.73 906.55 0.03 909.10 3.11 906.60 0.03 909.15 3.49 906.65 0.03 909.20 3.90 906.70 0.03 909.25 4.32 906.75 0.03 909.30 4.75 906.80 0.03 909.35 5.20 906.85 0.03 909.40 5.66 906.90 0.03 909.45 6.13 906.95 0.03 909.50 6.62 907.00 0.03 909.55 7.19 907.05 0.04 909.60 7.83 907.10 0.04 909.65 8.52 907.15 0.04 909.70 9.25 907.20 0.04 909.75 10.02 907.25 0.04 909.80 10.82 907.30 0.04 909.85 11.65 907.35 0.04 909.90 12.25 907.40 0.04 909.95 12.31 907.45 0.04 910.00 12.37 907.50 0.04 910.05 12.42 907.55 0.04 910.10 12.47 907.60 0.04 910.15 12.53 907.65 0.04 910.20 12.58 907.70 0.04 910.25 12.64 907.75 0.04 910.30 12.69 907.80 0.04 910.35 12.74 907.85 0.05 910.40 12.80 907.90 0.05 910.45 12.85 907.95 0.05 910.50 12.90 908.00 0.05 910.55 13.09 908.05 0.05 910.60 13.39 908.10 0.05 910.65 13.77 908.15 0.05 910.70 14.20 908.20 0.05 910.75 14.70 908.25 0.05 910.80 15.26 908.30 0.05 910.85 15.87 908.35 0.05 910.90 16.53 908.40 0.05 910.95 17.26 908.45 0.05 911.00 18.05 908.50 0.05 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 33 Stage-Area-Storage for Pond 2P: NORTH FILTRATION BASIN 2 Elevation Surface Storage Elevation Surface Storage (feet) (sq-ft) (cubic-feet) (feet) (sq-ft) (cubic-feet) 906.00 1,185 0 908.55 2,943 5,263 906.05 1,219 60 908.60 2,977 5,411 906.10 1,254 122 908.65 3,012 5,561 906.15 1,288 186 908.70 3,046 5,712 906.20 1,323 251 908.75 3,081 5,866 906.25 1,357 318 908.80 3,115 6,020 906.30 1,392 387 908.85 3,150 6,177 906.35 1,426 457 908.90 3,184 6,335 906.40 1,461 529 908.95 3,219 6,496 906.45 1,495 603 909.00 3,253 6,657 906.50 1,530 679 909.05 3,288 6,821 906.55 1,564 756 909.10 3,322 6,986 906.60 1,599 835 909.15 3,357 7,153 906.65 1,633 916 909.20 3,391 7,322 906.70 1,668 998 909.25 3,426 7,492 906.75 1,702 1,083 909.30 3,460 7,664 906.80 1,737 1,169 909.35 3,494 7,838 906.85 1,771 1,256 909.40 3,529 8,014 906.90 1,805 1,346 909.45 3,563 8,191 906.95 1,840 1,437 909.50 3,598 8,370 907.00 1,874 1,530 909.55 3,632 8,551 907.05 1,909 1,624 909.60 3,667 8,733 907.10 1,943 1,721 909.65 3,701 8,918 907.15 1,978 1,819 909.70 3,736 9,103 907.20 2,012 1,918 909.75 3,770 9,291 907.25 2,047 2,020 909.80 3,805 9,480 907.30 2,081 2,123 909.85 3,839 9,672 907.35 2,116 2,228 909.90 3,874 9,864 907.40 2,150 2,335 909.95 3,908 10,059 907.45 2,185 2,443 910.00 3,943 10,255 907.50 2,219 2,553 910.05 3,977 10,453 907.55 2,254 2,665 910.10 4,012 10,653 907.60 2,288 2,778 910.15 4,046 10,854 907.65 2,323 2,894 910.20 4,080 11,058 907.70 2,357 3,011 910.25 4,115 11,262 907.75 2,391 3,129 910.30 4,149 11,469 907.80 2,426 3,250 910.35 4,184 11,677 907.85 2,460 3,372 910.40 4,218 11,887 907.90 2,495 3,496 910.45 4,253 12,099 907.95 2,529 3,621 910.50 4,287 12,313 908.00 2,564 3,749 910.55 4,322 12,528 908.05 2,598 3,878 910.60 4,356 12,745 908.10 2,633 4,009 910.65 4,391 12,964 908.15 2,667 4,141 910.70 4,425 13,184 908.20 2,702 4,275 910.75 4,460 13,406 908.25 2,736 4,411 910.80 4,494 13,630 908.30 2,771 4,549 910.85 4,529 13,855 908.35 2,805 4,688 910.90 4,563 14,083 908.40 2,840 4,829 910.95 4,598 14,312 908.45 2,874 4,972 911.00 4,632 14,543 908.50 2,909 5,117 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 34 Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method SubcatchmentOFF-PR4:OFFSITE PR4- Runoff Area=55,787 sf 73.98% Impervious Runoff Depth=3.54" Tc=10.0 min CN=WQ Runoff=6.25 cfs 0.377 of SubcatchmentPR1A: PR1A-TO EX Runoff Area=73,524 sf 0.00% Impervious Runoff Depth=2.23" Tc=10.0 min CN=WQ Runoff=5.87 cfs 0.314 of SubcatchmentPR1 B: PR1 B-TO FIL Runoff Area=39,401 sf 58.28% Impervious Runoff Depth=3.26" Tc=10.0 min CN=WQ Runoff=4.14 cfs 0.246 of SubcatchmentPR1 C: PR1 C-TO FIL Runoff Area=38,442 sf 61.87% Impervious Runoff Depth=3.32" Tc=10.0 min CN=WQ Runoff=4.10 cfs 0.244 of SubcatchmentPR2: PR2-TO LONG LAKE Runoff Area=5,804 sf 24.05% Impervious Runoff Depth=2.66" Tc=10.0 min CN=WQ Runoff=0.52 cfs 0.030 of Reach 1R: TOTAL TO WETLAND Inflow=13.98 cfs 1.182 of Outflow=13.98 cfs 1.182 of Reach 2R: TOTAL Inflow=14.43 cfs 1.211 of Outflow=14.43 cfs 1.211 of Pond 1P: SOUTH FILTRATION BASIN 1 Peak EIev=908.95' Storage=5,042 cf Inflow=4.14 cfs 0.246 of Outflow=1.76 cfs 0.246 of Pond 2P: NORTH FILTRATION BASIN 2 Peak EIev=909.63' Storage=8,839 cf Inflow=10.36 cfs 0.622 of Outflow=8.23 cfs 0.622 of Total Runoff Area = 4.889 ac Runoff Volume = 1.211 of Average Runoff Depth = 2.97" 58.01% Pervious = 2.836 ac 41.99% Impervious = 2.053 ac 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 35 Summary for Subcatchment OFF-PR4: OFFSITE PR4 - OFFSITE TO FIL. BASIN 1 Runoff = 6.25 cfs @ 12.17 hrs, Volume= 0.377 af, Depth= 3.54" Routed to Pond 2P : NORTH FILTRATION BASIN 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-YR Rainfall=4.23" Area (sf) CN Description 41,270 98 Paved parking, HSG D 14,517 80 >75% Grass cover, Good, HSG D 55,787 Weighted Average 14,517 26.02% Pervious Area 41,270 73.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment OFF-PR4: OFFSITE PR4 - OFFSITE TO FIL. BASIN 1 Hydrograph 7 6.25 cfs ❑Runoff -;-- --------;----------- --------;-------- MSE 24-hr 6 10-YR Rainfall=4.23�' 5- Runoff Area=55,787 sf Runoff Volume=0.377 of ^y 4- Runoff Depth=3.54" 3 0 - -- - ------- --------------- --------------- Tc=10.0 min - LL CN=W4 2- 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 36 Hydrograph for Subcatchment OFF-PR4: OFFSITE PR4 - OFFSITE TO FIL. BASIN 1 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.03 10.00 0.58 0.16 0.14 15.00 3.79 3.02 0.17 20.00 4.12 3.34 0.06 25.00 4.23 3.44 0.00 30.00 4.23 3.44 0.00 35.00 4.23 3.44 0.00 40.00 4.23 3.44 0.00 45.00 4.23 3.44 0.00 50.00 4.23 3.44 0.00 55.00 4.23 3.44 0.00 60.00 4.23 3.44 0.00 65.00 4.23 3.44 0.00 70.00 4.23 3.44 0.00 75.00 4.23 3.44 0.00 80.00 4.23 3.44 0.00 85.00 4.23 3.44 0.00 90.00 4.23 3.44 0.00 95.00 4.23 3.44 0.00 100.00 4.23 3.44 0.00 105.00 4.23 3.44 0.00 110.00 4.23 3.44 0.00 115.00 4.23 3.44 0.00 120.00 4.23 3.44 0.00 125.00 4.23 3.44 0.00 130.00 4.23 3.44 0.00 135.00 4.23 3.44 0.00 140.00 4.23 3.44 0.00 145.00 4.23 3.44 0.00 150.00 4.23 3.44 0.00 155.00 4.23 3.44 0.00 160.00 4.23 3.44 0.00 165.00 4.23 3.44 0.00 170.00 4.23 3.44 0.00 175.00 4.23 3.44 0.00 180.00 4.23 3.44 0.00 185.00 4.23 3.44 0.00 190.00 4.23 3.44 0.00 195.00 4.23 3.44 0.00 200.00 4.23 3.44 0.00 205.00 4.23 3.44 0.00 210.00 4.23 3.44 0.00 215.00 4.23 3.44 0.00 220.00 4.23 3.44 0.00 225.00 4.23 3.44 0.00 230.00 4.23 3.44 0.00 235.00 4.23 3.44 0.00 240.00 4.23 3.44 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 37 Summary for Subcatchment PR1A: PR1A - TO EX WETLAND Runoff = 5.87 cfs @ 12.18 hrs, Volume= 0.314 af, Depth= 2.23" Routed to Reach 1 R : TOTAL TO WETLAND Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-YR Rainfall=4.23" Area (sf) CN Description 0 98 Paved parking, HSG D 73,524 80 >75% Grass cover, Good, HSG D 73,524 Weighted Average 73,524 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1A: PR1A - TO EX WETLAND Hydrograph 5.87 cfs ❑Runoff 6- MSE 24-hr - 5 ~-- ;--1-------10-YR Rainfall=4.237-I i I I I I I I I I I I I I Ruhoff Area=73,524 d I I I I I I 4 -~-- - ------r---------- --�--Runoff Vofume=0.314--'f- y I I I I I Runoff Depth=2.23`' -I---------t--T-------- --r------- -- 3- Tc=10.0 min LL I I ■/1\■ C N W^_ I I I I I I T I I I I I 1 I � I I I I I I I I 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 38 Hydrograph for Subcatchment PRM PR1A - TO EX WETLAND Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.00 10.00 0.58 0.00 0.01 15.00 3.79 1.87 0.19 20.00 4.12 2.14 0.06 25.00 4.23 2.23 0.00 30.00 4.23 2.23 0.00 35.00 4.23 2.23 0.00 40.00 4.23 2.23 0.00 45.00 4.23 2.23 0.00 50.00 4.23 2.23 0.00 55.00 4.23 2.23 0.00 60.00 4.23 2.23 0.00 65.00 4.23 2.23 0.00 70.00 4.23 2.23 0.00 75.00 4.23 2.23 0.00 80.00 4.23 2.23 0.00 85.00 4.23 2.23 0.00 90.00 4.23 2.23 0.00 95.00 4.23 2.23 0.00 100.00 4.23 2.23 0.00 105.00 4.23 2.23 0.00 110.00 4.23 2.23 0.00 115.00 4.23 2.23 0.00 120.00 4.23 2.23 0.00 125.00 4.23 2.23 0.00 130.00 4.23 2.23 0.00 135.00 4.23 2.23 0.00 140.00 4.23 2.23 0.00 145.00 4.23 2.23 0.00 150.00 4.23 2.23 0.00 155.00 4.23 2.23 0.00 160.00 4.23 2.23 0.00 165.00 4.23 2.23 0.00 170.00 4.23 2.23 0.00 175.00 4.23 2.23 0.00 180.00 4.23 2.23 0.00 185.00 4.23 2.23 0.00 190.00 4.23 2.23 0.00 195.00 4.23 2.23 0.00 200.00 4.23 2.23 0.00 205.00 4.23 2.23 0.00 210.00 4.23 2.23 0.00 215.00 4.23 2.23 0.00 220.00 4.23 2.23 0.00 225.00 4.23 2.23 0.00 230.00 4.23 2.23 0.00 235.00 4.23 2.23 0.00 240.00 4.23 2.23 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 39 Summary for Subcatchment PR1 B: PR1 B - TO FIL BASIN 1 Runoff = 4.14 cfs @ 12.17 hrs, Volume= 0.246 af, Depth= 3.26" Routed to Pond 1 P : SOUTH FILTRATION BASIN 1 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-YR Rainfall=4.23" Area (sf) CN Description 22,963 98 Paved parking, HSG D 16,438 80 >75% Grass cover, Good, HSG D 39,401 Weighted Average 16,438 41.72% Pervious Area 22,963 58.28% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1 B: PR1 B - TO FIL BASIN 1 Hydrograph 4.14 CfS ❑Runoff MSE 24-hr 3 10-YR Rainfall=4.23" Runoff Area=39,401 sf 3 Runoff Volume=0.246 Of Runoff Depth=3.2W' LL 2- Tc=10.0 mid CN=WQ 1- 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 40 Hydrograph for Subcatchment PR1 B: PR1 B - TO FIL BASIN 1 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.02 10.00 0.58 0.09 0.08 15.00 3.79 2.72 0.12 20.00 4.12 3.03 0.04 25.00 4.23 3.14 0.00 30.00 4.23 3.14 0.00 35.00 4.23 3.14 0.00 40.00 4.23 3.14 0.00 45.00 4.23 3.14 0.00 50.00 4.23 3.14 0.00 55.00 4.23 3.14 0.00 60.00 4.23 3.14 0.00 65.00 4.23 3.14 0.00 70.00 4.23 3.14 0.00 75.00 4.23 3.14 0.00 80.00 4.23 3.14 0.00 85.00 4.23 3.14 0.00 90.00 4.23 3.14 0.00 95.00 4.23 3.14 0.00 100.00 4.23 3.14 0.00 105.00 4.23 3.14 0.00 110.00 4.23 3.14 0.00 115.00 4.23 3.14 0.00 120.00 4.23 3.14 0.00 125.00 4.23 3.14 0.00 130.00 4.23 3.14 0.00 135.00 4.23 3.14 0.00 140.00 4.23 3.14 0.00 145.00 4.23 3.14 0.00 150.00 4.23 3.14 0.00 155.00 4.23 3.14 0.00 160.00 4.23 3.14 0.00 165.00 4.23 3.14 0.00 170.00 4.23 3.14 0.00 175.00 4.23 3.14 0.00 180.00 4.23 3.14 0.00 185.00 4.23 3.14 0.00 190.00 4.23 3.14 0.00 195.00 4.23 3.14 0.00 200.00 4.23 3.14 0.00 205.00 4.23 3.14 0.00 210.00 4.23 3.14 0.00 215.00 4.23 3.14 0.00 220.00 4.23 3.14 0.00 225.00 4.23 3.14 0.00 230.00 4.23 3.14 0.00 235.00 4.23 3.14 0.00 240.00 4.23 3.14 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 41 Summary for Subcatchment PR1C: PR1C - TO FIL BASIN 2 Runoff = 4.10 cfs @ 12.17 hrs, Volume= 0.244 af, Depth= 3.32" Routed to Pond 2P : NORTH FILTRATION BASIN 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-YR Rainfall=4.23" Area (sf) CN Description 23,783 98 Paved parking, HSG D 14,659 80 >75% Grass cover, Good, HSG D 38,442 Weighted Average 14,659 38.13% Pervious Area 23,783 61.87% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1C: PR1C - TO FIL BASIN 2 Hydrograph 4.10 cfs ❑Runoff MSE 24-hr $ 10-YR Rainfall=4.23" Runoff,A- rea=38,442-sf 3-Runoff Volume=0.244 elf Runoff Depth=3.32`' LL 2 Tc=10.0 min CN=WQ 1- 0- 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 42 Hydrograph for Subcatchment PR1 C: PR1 C - TO FIL BASIN 2 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.02 10.00 0.58 0.11 0.08 15.00 3.79 2.82 0.11 20.00 4.12 3.13 0.04 25.00 4.23 3.24 0.00 30.00 4.23 3.24 0.00 35.00 4.23 3.24 0.00 40.00 4.23 3.24 0.00 45.00 4.23 3.24 0.00 50.00 4.23 3.24 0.00 55.00 4.23 3.24 0.00 60.00 4.23 3.24 0.00 65.00 4.23 3.24 0.00 70.00 4.23 3.24 0.00 75.00 4.23 3.24 0.00 80.00 4.23 3.24 0.00 85.00 4.23 3.24 0.00 90.00 4.23 3.24 0.00 95.00 4.23 3.24 0.00 100.00 4.23 3.24 0.00 105.00 4.23 3.24 0.00 110.00 4.23 3.24 0.00 115.00 4.23 3.24 0.00 120.00 4.23 3.24 0.00 125.00 4.23 3.24 0.00 130.00 4.23 3.24 0.00 135.00 4.23 3.24 0.00 140.00 4.23 3.24 0.00 145.00 4.23 3.24 0.00 150.00 4.23 3.24 0.00 155.00 4.23 3.24 0.00 160.00 4.23 3.24 0.00 165.00 4.23 3.24 0.00 170.00 4.23 3.24 0.00 175.00 4.23 3.24 0.00 180.00 4.23 3.24 0.00 185.00 4.23 3.24 0.00 190.00 4.23 3.24 0.00 195.00 4.23 3.24 0.00 200.00 4.23 3.24 0.00 205.00 4.23 3.24 0.00 210.00 4.23 3.24 0.00 215.00 4.23 3.24 0.00 220.00 4.23 3.24 0.00 225.00 4.23 3.24 0.00 230.00 4.23 3.24 0.00 235.00 4.23 3.24 0.00 240.00 4.23 3.24 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 43 Summary for Subcatchment PR2: PR2 - TO LONG LAKE RD Runoff = 0.52 cfs @ 12.17 hrs, Volume= 0.030 af, Depth= 2.66" Routed to Reach 2R : TOTAL Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-YR Rainfall=4.23" Area (sf) CN Description 1,396 98 Paved parking, HSG D 4,408 80 >75% Grass cover, Good, HSG D 5,804 Weighted Average 4,408 75.95% Pervious Area 1,396 24.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR2: PR2 - TO LONG LAKE RD Hydrograph --;-- -- --1--�- - --�--�- pRunoff 0.52 cfs 1 I I I . 1 I i . 1 I I 0.55 I I 1 I I I I I 1 --J--'--L I I 1 J-- 1 _ I I i --------- --------------- MSE 24-hr -- 1 i 0.5 1 1 I i I I I � I I 1 � 1 I I I I I , 1 I i -,- -,--r r -- ,- ,--r- - - I- I- 10-YR Rainfall=4.23" 0.45 1 1 I I I 1 I 04 Runoff Area=5,804 sf --j-- --L--I---1---j-- --1- - I- 0.35 ; ; ; --; Runoff;Volume=0.030 elf N 1 i 1 I I I 1 i --,--T--r--r-- ,--,--T--r-----1--,--Runoff Depth=2.66ti'-- 1 I I 1 1 I I 0.3 1 4 1-- -- �- 1 1 -1- - 1 Tc=10.0 mid LL 0.25 I I I 1 I ; I I 1 I I I i I I 1 I I - -J-----�--I------�--J--�-----I---1--�----- (����■,7-- I I I I I I I 1 I VN Q 0.2 1 I I 1 I 1 1 1 1 1 1 I I 1 1 I 1 I 1 I 0.15 1 1 I I 1 I I I I I 1 0.1 1 I I I 1 1 I I I 1 i I I i I - J--I--L--L--�--J--J--1--�--I---1--J----- ---1--J--= 0.05 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 44 Hydrograph for Subcatchment PR2: PR2 - TO LONG LAKE RD Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.00 10.00 0.58 0.02 0.01 15.00 3.79 2.19 0.02 20.00 4.12 2.48 0.01 25.00 4.23 2.57 0.00 30.00 4.23 2.57 0.00 35.00 4.23 2.57 0.00 40.00 4.23 2.57 0.00 45.00 4.23 2.57 0.00 50.00 4.23 2.57 0.00 55.00 4.23 2.57 0.00 60.00 4.23 2.57 0.00 65.00 4.23 2.57 0.00 70.00 4.23 2.57 0.00 75.00 4.23 2.57 0.00 80.00 4.23 2.57 0.00 85.00 4.23 2.57 0.00 90.00 4.23 2.57 0.00 95.00 4.23 2.57 0.00 100.00 4.23 2.57 0.00 105.00 4.23 2.57 0.00 110.00 4.23 2.57 0.00 115.00 4.23 2.57 0.00 120.00 4.23 2.57 0.00 125.00 4.23 2.57 0.00 130.00 4.23 2.57 0.00 135.00 4.23 2.57 0.00 140.00 4.23 2.57 0.00 145.00 4.23 2.57 0.00 150.00 4.23 2.57 0.00 155.00 4.23 2.57 0.00 160.00 4.23 2.57 0.00 165.00 4.23 2.57 0.00 170.00 4.23 2.57 0.00 175.00 4.23 2.57 0.00 180.00 4.23 2.57 0.00 185.00 4.23 2.57 0.00 190.00 4.23 2.57 0.00 195.00 4.23 2.57 0.00 200.00 4.23 2.57 0.00 205.00 4.23 2.57 0.00 210.00 4.23 2.57 0.00 215.00 4.23 2.57 0.00 220.00 4.23 2.57 0.00 225.00 4.23 2.57 0.00 230.00 4.23 2.57 0.00 235.00 4.23 2.57 0.00 240.00 4.23 2.57 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 45 Summary for Reach 1 R: TOTAL TO WETLAND [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.756 ac, 42.49% Impervious, Inflow Depth = 2.98" for 10-YR event Inflow = 13.98 cfs @ 12.23 hrs, Volume= 1.182 of Outflow = 13.98 cfs @ 12.23 hrs, Volume= 1.182 af, Atten= 0%, Lag= 0.0 min Routed to Reach 2R : TOTAL Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 1 R: TOTAL TO WETLAND Hydrograph -i- -- -- --L--I---I--.1-----`--I-- I I I I I I ■Inflow I I 1 15 13.98 cfs r r Outflow --;--�--14 -�- -- -----tnf1ow,Are,a=4.756 ac I I I I I I I I I I 13 I I I I I I I I 12 -1 ,- r -1 - -I- i -r- r -r- -i , -r -1 1 r r -r I I I I I I I I I I I I I I I t 1 10 11 I I I I I I I I I I I I 1 I I 1 I I I 1 I I I I I 1 I I I I I I I 1 I I I I I I I i I 1 I 1 1 + - y 9 1 I I I I I 1 I 1 I I 1 i I I w . - -- --L---- --1--L--L- -- -- --L----J-- --L--1---I-- --1--1----- I I I I I I 1 I I I 1 I i I 1 I I 1 1 o I I I I I I 1 I I I I I 0 7 -1--I--r--I---I--�--r--r--I-----�--r--I- �- --i--r--r--I--7--r--r --I- - L I I I I 1 I I I I I I I I 1 I I I I 1 I _L__I__1__1__L-_I__J__1-_L__L--I-_1__1--L____ 6 I I I I I I I I i I 1 I 1 1 I I 5 1 I I I I I I 1 I I I 1 I 1 I I I I I I I I 1 I I 1 I 1 I I I 1 4 --1--,--r--I---1--i--r--r--I--,--, --r----7--y--�--r- -I--,-- r--r -- - 1 I I _J__1__L__I___I__1__L__L__I__J__1__L__I__J__.l__L__L__I__J__1__L__I__ 3 1 I I I I 1 I I I I 1 I I 1 I I I I I I I I I I I 1 I I ( I I 1 I I 2 1 - -r - - -- 'I- - - - rr - -1-- -- 1 - -(' - -- --1- I I I I I I 1 I I I I I I -------------- 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 46 Hydrograph for Reach 1 R: TOTAL TO WETLAND Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.03 0.03 10.00 0.07 0.07 15.00 0.61 0.61 20.00 0.21 0.21 25.00 0.10 0.10 30.00 0.09 0.09 35.00 0.08 0.08 40.00 0.07 0.07 45.00 0.07 0.07 50.00 0.06 0.06 55.00 0.03 0.03 60.00 0.02 0.02 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 47 Summary for Reach 2R: TOTAL [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.889 ac, 41.99% Impervious, Inflow Depth = 2.97" for 10-YR event Inflow = 14.43 cfs @ 12.23 hrs, Volume= 1.211 of Outflow = 14.43 cfs @ 12.23 hrs, Volume= 1.211 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 2R: TOTAL Hydrograph --I---I-- -- ------- I-- -- --1-- -- -- ---- -- 1-- ------- -- -- ---- _I - ❑Inflow 16 1 14.43 cfs I I I ❑Outflow 15 -?--r--1__---�--r--r--1--�- Inflow Area-- 4.889 ac I I 1 14 I I 1 I I 1__L__I__J__J__L__L__I__J__1_ _1 13 I I 1 -- r--r-- --I--1--r--r--,--�-- r-----,-- --- --r--I- - 1 2 1 1 1 1 1 I 1 I 1 I I 1 I 1 I 1 I 1 1 I I 1 I I I I I I I I I I 1 I 1 I I 10 1 I I I I I I 1 I 1 I I I I I 1 I I I - ---- - - VI I I 1 I I I 1 I I I I, --�--T--r--r--I--•t--r--r--r-�---r--r----y--�--r--I---I--�--r--r---- 3 8 1 1 1 I I 1 Q M 7 I 1 1 I I 1 1 I 1 I I 1 1 1 1 I I I I 1 1 I I I 1 1 1 I I 1 I 1 I I I I , I 1 1 1 I I I I 1 1 I I I I 1 I I I I I 5 � --i--�--r--r�-I--�--r--r--r-�--�--r--r-�--�--r--r--I--�--r--r-- I 1 1 I I I I I 1 1 I I I I 1 I I I q I I I I I 1 I I I I 1 1 I I I I I I I I 1 I I I I I 3 I 1 1 I I I 1 I I I I I 1 1 I I I I 1 1 I i I I I I I 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 48 Hydrograph for Reach 2R: TOTAL Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.04 0.04 10.00 0.08 0.08 15.00 0.62 0.62 20.00 0.22 0.22 25.00 0.10 0.10 30.00 0.09 0.09 35.00 0.08 0.08 40.00 0.07 0.07 45.00 0.07 0.07 50.00 0.06 0.06 55.00 0.03 0.03 60.00 0.02 0.02 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 49 Summary for Pond 1 P: SOUTH FILTRATION BASIN 1 [92] Warning: Device #6 is above defined storage Inflow Area = 0.905 ac, 58.28% Impervious, Inflow Depth = 3.26" for 10-YR event Inflow = 4.14 cfs @ 12.17 hrs, Volume= 0.246 of Outflow = 1.76 cfs @ 12.34 hrs, Volume= 0.246 af, Atten= 58%, Lag= 10.2 min Primary = 1.76 cfs @ 12.34 hrs, Volume= 0.246 of Routed to Reach 1 R : TOTAL TO WETLAND Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 908.95' @ 12.34 hrs Surf.Area= 2,713 sf Storage= 5,042 cf Plug-Flow detention time=575.1 min calculated for 0.246 of(100% of inflow) Center-of-Mass det. time= 575.2 min ( 1,342.8 - 767.6 ) Volume Invert Avail.Storage Storage Description #1 906.50' 7,379 cf Custom Stage Data (Prismatic)Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 906.50 1,401 0 0 909.75 3,140 7,379 7,379 Device Routing Invert Outlet Devices #1 Primary 904.25' 12.0" Round Culvert L= 66.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 904.25'/ 903.25' S= 0.0152 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Device 1 904.50' 6.0" Round Culvert L= 147.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 904.50'/ 904.50' S= 0.0000 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf #3 Device 2 906.50' 0.800 in/hr Exfiltration over Surface area #4 Device 1 908.60' 2.5' long x 0.40' rise Sharp-Crested Vee/Trap Weir Cv= 2.62 (C= 3.28) #5 Device 1 909.00' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) #6 Primary 911.25' 3.0' long x 2.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Primary OutFlow Max=1.75 cfs @ 12.34 hrs HW=908.95' (Free Discharge) 1=Culvert (Passes 1.75 cfs of 6.84 cfs potential flow) 2=Culvert (Passes 0.05 cfs of 0.86 cfs potential flow) t3=Exfiltration (Exfiltration Controls 0.05 cfs) =Sharp-Crested Vee/Trap Weir(Weir Controls 1.70 cfs @ 1.94 fps) =Sharp-Crested Rectangular Weir( Controls 0.00 cfs) =Broad-Crested Rectangular Weir( Controls 0.00 cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 50 Pond 1 P: SOUTH FILTRATION BASIN 1 Hydrograph • I I � � I I I I I I I 4 I I I I I I I On Inflow.14 cfs I I I I I I iJ Prima I I I I I I I I I i I ry I;nflow;Area '0.905lac 4 I I I I I I I I 1 Pe#k E1evl=90g.g5' 3 I I I I I I I I I I I I I I I I I I I I I I I I y I I I I I I I I I I I I V I I I I I I I I I I I I 3 I I I I I I I I I I I I °E 2 1.76 cfs I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --4--+-- --I---4--+-- ---- --+-- --I-- --+-- ---- --+-- --I-- --+-- I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) Pond 1 P: SOUTH FILTRATION BASIN 1 Stage-Discharge Broad-Crested Rectangular I I I I I � ❑Primary 911 I I I I I I I I I I I I I I I I I I I I I I I I I I 910 I I I I I I I I I I I I I I I I I I I I I I I I I I y I Sharp-Crested Rectangular Weir 909 I I Sharp-Crested Vee/Trap Wei1M > I I I Lu I I I - ------L------ -------I--------I------- -------J------- -------1--- 908 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------- -------I-------- I------- -------j------- -------- --- I I I I I 907 I I I I I I I I I I Exfiltration , 0 1 2 3 4 5 6 7 8 Discharge (cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 51 Pond 1 P: SOUTH FILTRATION BASIN 1 Stage-Area-Storage Surface/Horizontaltwetted Area(sq-ft) 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400 2,600 2,800 3,000 n Surface ❑Storage I I I I 911 1 I I I 1 I I I I 1 I I 1 I I I 1 I I I ---r---7---7----,-,---r---r-.--7----1 -1 ----I--1-r---7- 7---1- I I 1 I I I I 1 I I 1 I I I 1 I 91 0 1 I I 1 I 1 I I 1 I I I I I I I I I 1 I I I 1 1 1 I I I I I I 1 I I 1 I 1 I I 1 I I I I I I I 1 I I I 1 I I I 1 I I r 909 11 1 1 1 1 I 1 o I 1 I I I I l I 1 1 1 I l uJ I 1 l 908 I I I I I I I I I I i t I I I I I I I I I I I -I- - II 1 f 1 f .I 11 1 - - 1 - -ri - - - y- - - I I I I I I I I I I I I I I I I I I I I I I I I I I 907 11 Custom Stage Data 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 Storage(cubic-feet) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 52 Hydrograph for Pond 1 P: SOUTH FILTRATION BASIN 1 Time Inflow Storage Elevation Primary (hours) (cfs) (cubic-feet) (feet) (cfs) 0.00 0.00 0 906.50 0.00 5.00 0.02 29 906.52 0.01 10.00 0.08 253 906.67 0.03 15.00 0.12 4,229 908.64 0.12 20.00 0.04 4,107 908.59 0.05 25.00 0.00 3,638 908.40 0.04 30.00 0.00 2,861 908.07 0.04 35.00 0.00 2,143 907.74 0.04 40.00 0.00 1,485 907.40 0.03 45.00 0.00 887 907.07 0.03 50.00 0.00 348 906.74 0.03 55.00 0.00 3 906.50 0.00 60.00 0.00 0 906.50 0.00 65.00 0.00 0 906.50 0.00 70.00 0.00 0 906.50 0.00 75.00 0.00 0 906.50 0.00 80.00 0.00 0 906.50 0.00 85.00 0.00 0 906.50 0.00 90.00 0.00 0 906.50 0.00 95.00 0.00 0 906.50 0.00 100.00 0.00 0 906.50 0.00 105.00 0.00 0 906.50 0.00 110.00 0.00 0 906.50 0.00 115.00 0.00 0 906.50 0.00 120.00 0.00 0 906.50 0.00 125.00 0.00 0 906.50 0.00 130.00 0.00 0 906.50 0.00 135.00 0.00 0 906.50 0.00 140.00 0.00 0 906.50 0.00 145.00 0.00 0 906.50 0.00 150.00 0.00 0 906.50 0.00 155.00 0.00 0 906.50 0.00 160.00 0.00 0 906.50 0.00 165.00 0.00 0 906.50 0.00 170.00 0.00 0 906.50 0.00 175.00 0.00 0 906.50 0.00 180.00 0.00 0 906.50 0.00 185.00 0.00 0 906.50 0.00 190.00 0.00 0 906.50 0.00 195.00 0.00 0 906.50 0.00 200.00 0.00 0 906.50 0.00 205.00 0.00 0 906.50 0.00 210.00 0.00 0 906.50 0.00 215.00 0.00 0 906.50 0.00 220.00 0.00 0 906.50 0.00 225.00 0.00 0 906.50 0.00 230.00 0.00 0 906.50 0.00 235.00 0.00 0 906.50 0.00 240.00 0.00 0 906.50 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 53 Stage-Discharge for Pond 1 P: SOUTH FILTRATION BASIN 1 Elevation Primary Elevation Primary (feet) (cfs) (feet) (cfs) 906.50 0.00 909.05 2.58 906.55 0.03 909.10 3.10 906.60 0.03 909.15 3.67 906.65 0.03 909.20 4.28 906.70 0.03 909.25 4.93 906.75 0.03 909.30 5.62 906.80 0.03 909.35 6.34 906.85 0.03 909.40 7.08 906.90 0.03 909.45 7.23 906.95 0.03 909.50 7.27 907.00 0.03 909.55 7.31 907.05 0.03 909.60 7.35 907.10 0.03 909.65 7.39 907.15 0.03 909.70 7.42 907.20 0.03 909.75 7.46 907.25 0.03 909.80 7.50 907.30 0.03 909.85 7.54 907.35 0.03 909.90 7.57 907.40 0.03 909.95 7.61 907.45 0.04 910.00 7.65 907.50 0.04 910.05 7.68 907.55 0.04 910.10 7.72 907.60 0.04 910.15 7.75 907.65 0.04 910.20 7.79 907.70 0.04 910.25 7.83 907.75 0.04 910.30 7.86 907.80 0.04 910.35 7.90 907.85 0.04 910.40 7.93 907.90 0.04 910.45 7.97 907.95 0.04 910.50 8.00 908.00 0.04 910.55 8.04 908.05 0.04 910.60 8.07 908.10 0.04 910.65 8.10 908.15 0.04 910.70 8.14 908.20 0.04 910.75 8.17 908.25 0.04 910.80 8.21 908.30 0.04 910.85 8.24 908.35 0.04 910.90 8.27 908.40 0.04 910.95 8.31 908.45 0.05 911.00 8.34 908.50 0.05 911.05 8.38 908.55 0.05 911.10 8.41 908.60 0.05 911.15 8.44 908.65 0.14 911.20 8.47 908.70 0.31 911.25 8.51 908.75 0.52 908.80 0.78 908.85 1.07 908.90 1.40 908.95 1.75 909.00 2.12 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 54 Stage-Area-Storage for Pond 1 P: SOUTH FILTRATION BASIN 1 Elevation Surface Storage Elevation Surface Storage (feet) (sq-ft) (cubic-feet) (feet) (sq-ft) (cubic-feet) 906.50 1,401 0 909.05 2,765 5,312 906.55 1,428 71 909.10 2,792 5,451 906.60 1,455 143 909.15 2,819 5,591 906.65 1,481 216 909.20 2,846 5,733 906.70 1,508 291 909.25 2,872 5,876 906.75 1,535 367 909.30 2,899 6,020 906.80 1,562 444 909.35 2,926 6,166 906.85 1,588 523 909.40 2,953 6,313 906.90 1,615 603 909.45 2,979 6,461 906.95 1,642 685 909.50 3,006 6,611 907.00 1,669 767 909.55 3,033 6,762 907.05 1,695 851 909.60 3,060 6,914 907.10 1,722 937 909.65 3,086 7,068 907.15 1,749 1,024 909.70 3,113 7,223 907.20 1,776 1,112 909.75 3,140 7,379 907.25 1,802 1,201 909.80 3,140 7,379 907.30 1,829 1,292 909.85 3,140 7,379 907.35 1,856 1,384 909.90 3,140 7,379 907.40 1,883 1,478 909.95 3,140 7,379 907.45 1,909 1,572 910.00 3,140 7,379 907.50 1,936 1,669 910.05 3,140 7,379 907.55 1,963 1,766 910.10 3,140 7,379 907.60 1,990 1,865 910.15 3,140 7,379 907.65 2,016 1,965 910.20 3,140 7,379 907.70 2,043 2,066 910.25 3,140 7,379 907.75 2,070 2,169 910.30 3,140 7,379 907.80 2,097 2,273 910.35 3,140 7,379 907.85 2,123 2,379 910.40 3,140 7,379 907.90 2,150 2,486 910.45 3,140 7,379 907.95 2,177 2,594 910.50 3,140 7,379 908.00 2,204 2,703 910.55 3,140 7,379 908.05 2,230 2,814 910.60 3,140 7,379 908.10 2,257 2,926 910.65 3,140 7,379 908.15 2,284 3,040 910.70 3,140 7,379 908.20 2,311 3,155 910.75 3,140 7,379 908.25 2,337 3,271 910.80 3,140 7,379 908.30 2,364 3,389 910.85 3,140 7,379 908.35 2,391 3,508 910.90 3,140 7,379 908.40 2,418 3,628 910.95 3,140 7,379 908.45 2,444 3,749 911.00 3,140 7,379 908.50 2,471 3,872 911.05 3,140 7,379 908.55 2,498 3,996 911.10 3,140 7,379 908.60 2,525 4,122 911.15 3,140 7,379 908.65 2,551 4,249 911.20 3,140 7,379 908.70 2,578 4,377 911.25 3,140 7,379 908.75 2,605 4,507 908.80 2,632 4,638 908.85 2,658 4,770 908.90 2,685 4,903 908.95 2,712 5,038 909.00 2,739 5,175 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 55 Summary for Pond 2P: NORTH FILTRATION BASIN 2 Inflow Area = 2.163 ac, 69.04% Impervious, Inflow Depth = 3.45" for 10-YR event Inflow = 10.36 cfs @ 12.17 hrs, Volume= 0.622 of Outflow = 8.23 cfs @ 12.24 hrs, Volume= 0.622 af, Atten= 21%, Lag= 3.9 min Primary = 8.23 cfs @ 12.24 hrs, Volume= 0.622 of Routed to Reach 1 R : TOTAL TO WETLAND Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 909.63' @ 12.24 hrs Surf.Area= 3,687 sf Storage= 8,839 cf Plug-Flow detention time=342.5 min calculated for 0.622 of(100% of inflow) Center-of-Mass det. time= 342.5 min ( 1,105.2 - 762.7 ) Volume Invert Avail.Storage Storage Description #1 906.00' 14,543 cf Custom Stage Data (Prismatic)Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 906.00 1,185 0 0 911.00 4,632 14,543 14,543 Device Routing Invert Outlet Devices #1 Primary 903.75' 15.0" Round Culvert L= 20.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 903.75'/ 903.25' S= 0.0250 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 1.23 sf #2 Device 1 904.00' 6.0" Round Culvert L= 180.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 904.00'/ 904.00' S= 0.0000 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf #3 Device 2 906.00' 0.800 in/hr Exfiltration over Surface area #4 Device 1 908.50' 2.0' long x 1.00' rise Sharp-Crested Vee/Trap Weir Cv= 2.62 (C= 3.28) #5 Device 1 909.50' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) #6 Primary 910.50' 5.0' long x 8.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.43 2.54 2.70 2.69 2.68 2.68 2.66 2.64 2.64 2.64 2.65 2.65 2.66 2.66 2.68 2.70 2.74 Primary OutFlow Max=8.21 cfs @ 12.24 hrs HW=909.63' (Free Discharge) 1=Culvert (Passes 8.21 cfs of 11.95 cfs potential flow) 2=Culvert (Passes 0.07 cfs of 0.89 cfs potential flow) t3=Exfiltration (Exfiltration Controls 0.07 cfs) =Sharp-Crested Vee/Trap Weir(Orifice Controls 7.55 cfs @ 3.77 fps) =Sharp-Crested Rectangular Weir(Weir Controls 0.60 cfs @ 1.17 fps) =Broad-Crested Rectangular Weir( Controls 0.00 cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 56 Pond 2P: NORTH FILTRATION BASIN 2 Hydrograph I I I 1 I I I 10.36 cfs 1 1 1 1 1 r O Inflow 1 1 1 1 1 1 [3 Primary 11 Inflow;Area=2.163 ;ac 10 a PEA EI''ev=909.63' 9 8.23 cfs - --I-- --1-- --�-�-- --1--�---- -- -- --- _ StbrageT8,839 cf I I I I I I I I I I I I I 1 1 1 1 N I I I I I I I I I V I I I I I I I I I 3 I I I I I I I I I I I I p I I I I I I I I I I I I lL 5 -------I-- --4--L--I---4--4--4.--~--I-- --1-- --I-- --1--�--~- -- I I I I I I I I I I I I I I I I I I I I I I I I 4 - ----- --I-----1-----1--J-----1--L--I--J--1---- --J----- --L---- I I I I I I I I I I I I I I I I I I I I I I I I 3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2 -r--r----Y - - --r-�-- --r--r--r-7--r--r--1---i- ---r--r---- I I I I I I I I I I I I I I 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) Pond 2P: NORTH FILTRATION BASIN 2 Stage-Discharge 911 1 i 1 ❑Primary Broad-Crested Rectangular Weir I I I 910 i Sharp-Crested Rectangular Weir d 909 w I I = Sharp-Crested Vee/Trap Weir 0 1 1 '@ > J J w 908 I I I I I I I I I I I I I I y I � 907 1 1 1 I I I I I I I I I I I 1 i 1 Exfiltration 906 0 2 4 6 8 10 12 14 16 18 Discharge (cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 57 Pond 2P: NORTH FILTRATION BASIN 2 Stage-Area-Storage Surface/HorizontaltWetted Area(sq-ft) 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 ❑Surface ❑Storage I I I II 1 i I i li I 911 li II I i li I 1 I II I I I I I I I I I I I 910 I I I I I _L_L__ ..J__L I I I I 1 I I I I I I I I I I I I I II I I w 909 I I I I I I II I o -�- -- --+--- ---- - ------�I- 'R ID I I I I I I I I N 908 I I I I I II W i I. I I I I I II 1' I I I I I II li I I I I 1 I I I I I I I 907 I I I I I I I I Custom Stage Data 90 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 Storage(cubic-feet) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 58 Hydrograph for Pond 2P: NORTH FILTRATION BASIN 2 Time Inflow Storage Elevation Primary (hours) (cfs) (cubic-feet) (feet) (cfs) 0.00 0.00 0 906.00 0.00 5.00 0.04 95 906.08 0.02 10.00 0.22 1,411 906.94 0.03 15.00 0.28 5,439 908.61 0.29 20.00 0.09 5,215 908.53 0.10 25.00 0.00 4,863 908.41 0.05 30.00 0.00 3,952 908.08 0.05 35.00 0.00 3,118 907.75 0.04 40.00 0.00 2,360 907.41 0.04 45.00 0.00 1,679 907.08 0.04 50.00 0.00 1,075 906.75 0.03 55.00 0.00 547 906.41 0.03 60.00 0.00 95 906.08 0.02 65.00 0.00 0 906.00 0.00 70.00 0.00 0 906.00 0.00 75.00 0.00 0 906.00 0.00 80.00 0.00 0 906.00 0.00 85.00 0.00 0 906.00 0.00 90.00 0.00 0 906.00 0.00 95.00 0.00 0 906.00 0.00 100.00 0.00 0 906.00 0.00 105.00 0.00 0 906.00 0.00 110.00 0.00 0 906.00 0.00 115.00 0.00 0 906.00 0.00 120.00 0.00 0 906.00 0.00 125.00 0.00 0 906.00 0.00 130.00 0.00 0 906.00 0.00 135.00 0.00 0 906.00 0.00 140.00 0.00 0 906.00 0.00 145.00 0.00 0 906.00 0.00 150.00 0.00 0 906.00 0.00 155.00 0.00 0 906.00 0.00 160.00 0.00 0 906.00 0.00 165.00 0.00 0 906.00 0.00 170.00 0.00 0 906.00 0.00 175.00 0.00 0 906.00 0.00 180.00 0.00 0 906.00 0.00 185.00 0.00 0 906.00 0.00 190.00 0.00 0 906.00 0.00 195.00 0.00 0 906.00 0.00 200.00 0.00 0 906.00 0.00 205.00 0.00 0 906.00 0.00 210.00 0.00 0 906.00 0.00 215.00 0.00 0 906.00 0.00 220.00 0.00 0 906.00 0.00 225.00 0.00 0 906.00 0.00 230.00 0.00 0 906.00 0.00 235.00 0.00 0 906.00 0.00 240.00 0.00 0 906.00 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 59 Stage-Discharge for Pond 2P: NORTH FILTRATION BASIN 2 Elevation Primary Elevation Primary (feet) (cfs) (feet) (cfs) 906.00 0.00 908.55 0.13 906.05 0.02 908.60 0.26 906.10 0.02 908.65 0.44 906.15 0.02 908.70 0.64 906.20 0.02 908.75 0.88 906.25 0.03 908.80 1.13 906.30 0.03 908.85 1.41 906.35 0.03 908.90 1.72 906.40 0.03 908.95 2.04 906.45 0.03 909.00 2.38 906.50 0.03 909.05 2.73 906.55 0.03 909.10 3.11 906.60 0.03 909.15 3.49 906.65 0.03 909.20 3.90 906.70 0.03 909.25 4.32 906.75 0.03 909.30 4.75 906.80 0.03 909.35 5.20 906.85 0.03 909.40 5.66 906.90 0.03 909.45 6.13 906.95 0.03 909.50 6.62 907.00 0.03 909.55 7.19 907.05 0.04 909.60 7.83 907.10 0.04 909.65 8.52 907.15 0.04 909.70 9.25 907.20 0.04 909.75 10.02 907.25 0.04 909.80 10.82 907.30 0.04 909.85 11.65 907.35 0.04 909.90 12.25 907.40 0.04 909.95 12.31 907.45 0.04 910.00 12.37 907.50 0.04 910.05 12.42 907.55 0.04 910.10 12.47 907.60 0.04 910.15 12.53 907.65 0.04 910.20 12.58 907.70 0.04 910.25 12.64 907.75 0.04 910.30 12.69 907.80 0.04 910.35 12.74 907.85 0.05 910.40 12.80 907.90 0.05 910.45 12.85 907.95 0.05 910.50 12.90 908.00 0.05 910.55 13.09 908.05 0.05 910.60 13.39 908.10 0.05 910.65 13.77 908.15 0.05 910.70 14.20 908.20 0.05 910.75 14.70 908.25 0.05 910.80 15.26 908.30 0.05 910.85 15.87 908.35 0.05 910.90 16.53 908.40 0.05 910.95 17.26 908.45 0.05 911.00 18.05 908.50 0.05 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 60 Stage-Area-Storage for Pond 2P: NORTH FILTRATION BASIN 2 Elevation Surface Storage Elevation Surface Storage (feet) (sq-ft) (cubic-feet) (feet) (sq-ft) (cubic-feet) 906.00 1,185 0 908.55 2,943 5,263 906.05 1,219 60 908.60 2,977 5,411 906.10 1,254 122 908.65 3,012 5,561 906.15 1,288 186 908.70 3,046 5,712 906.20 1,323 251 908.75 3,081 5,866 906.25 1,357 318 908.80 3,115 6,020 906.30 1,392 387 908.85 3,150 6,177 906.35 1,426 457 908.90 3,184 6,335 906.40 1,461 529 908.95 3,219 6,496 906.45 1,495 603 909.00 3,253 6,657 906.50 1,530 679 909.05 3,288 6,821 906.55 1,564 756 909.10 3,322 6,986 906.60 1,599 835 909.15 3,357 7,153 906.65 1,633 916 909.20 3,391 7,322 906.70 1,668 998 909.25 3,426 7,492 906.75 1,702 1,083 909.30 3,460 7,664 906.80 1,737 1,169 909.35 3,494 7,838 906.85 1,771 1,256 909.40 3,529 8,014 906.90 1,805 1,346 909.45 3,563 8,191 906.95 1,840 1,437 909.50 3,598 8,370 907.00 1,874 1,530 909.55 3,632 8,551 907.05 1,909 1,624 909.60 3,667 8,733 907.10 1,943 1,721 909.65 3,701 8,918 907.15 1,978 1,819 909.70 3,736 9,103 907.20 2,012 1,918 909.75 3,770 9,291 907.25 2,047 2,020 909.80 3,805 9,480 907.30 2,081 2,123 909.85 3,839 9,672 907.35 2,116 2,228 909.90 3,874 9,864 907.40 2,150 2,335 909.95 3,908 10,059 907.45 2,185 2,443 910.00 3,943 10,255 907.50 2,219 2,553 910.05 3,977 10,453 907.55 2,254 2,665 910.10 4,012 10,653 907.60 2,288 2,778 910.15 4,046 10,854 907.65 2,323 2,894 910.20 4,080 11,058 907.70 2,357 3,011 910.25 4,115 11,262 907.75 2,391 3,129 910.30 4,149 11,469 907.80 2,426 3,250 910.35 4,184 11,677 907.85 2,460 3,372 910.40 4,218 11,887 907.90 2,495 3,496 910.45 4,253 12,099 907.95 2,529 3,621 910.50 4,287 12,313 908.00 2,564 3,749 910.55 4,322 12,528 908.05 2,598 3,878 910.60 4,356 12,745 908.10 2,633 4,009 910.65 4,391 12,964 908.15 2,667 4,141 910.70 4,425 13,184 908.20 2,702 4,275 910.75 4,460 13,406 908.25 2,736 4,411 910.80 4,494 13,630 908.30 2,771 4,549 910.85 4,529 13,855 908.35 2,805 4,688 910.90 4,563 14,083 908.40 2,840 4,829 910.95 4,598 14,312 908.45 2,874 4,972 911.00 4,632 14,543 908.50 2,909 5,117 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 61 Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method SubcatchmentOFF-PR4:OFFSITE PR4- Runoff Area=55,787 sf 73.98% Impervious Runoff Depth=6.52" Tc=10.0 min CN=WQ Runoff=11.36 cfs 0.696 of SubcatchmentPR1A: PR1A-TO EX Runoff Area=73,524 sf 0.00% Impervious Runoff Depth=4.97" Tc=10.0 min CN=WQ Runoff=12.78 cfs 0.699 of SubcatchmentPR1 B: PR1 B-TO FIL Runoff Area=39,401 sf 58.28% Impervious Runoff Depth=6.19" Tc=10.0 min CN=WQ Runoff=7.77 cfs 0.467 of SubcatchmentPR1 C: PR1 C-TO FIL Runoff Area=38,442 sf 61.87% Impervious Runoff Depth=6.26" Tc=10.0 min CN=WQ Runoff=7.64 cfs 0.461 of SubcatchmentPR2: PR2-TO LONG LAKE Runoff Area=5,804 sf 24.05% Impervious Runoff Depth=5.47" Tc=10.0 min CN=WQ Runoff=1.07 cfs 0.061 of Reach 1R: TOTAL TO WETLAND Inflow=31.70 cfs 2.322 of Outflow=31.70 cfs 2.322 of Reach 2R: TOTAL Inflow=32.75 cfs 2.383 of Outflow=32.75 cfs 2.383 of Pond 1P: SOUTH FILTRATION BASIN 1 Peak EIev=909.38' Storage=6,260 cf Inflow=7.77 cfs 0.467 of Outflow=6.82 cfs 0.467 of Pond 2P: NORTH FILTRATION BASIN 2 Peak EIev=910.39' Storage=11,847 cf Inflow=19.00 cfs 1.156 of Outflow=12.79 cfs 1.156 of Total Runoff Area = 4.889 ac Runoff Volume = 2.383 of Average Runoff Depth = 5.85" 58.01% Pervious = 2.836 ac 41.99% Impervious = 2.053 ac 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 62 Summary for Subcatchment OFF-PR4: OFFSITE PR4 - OFFSITE TO FIL. BASIN 1 Runoff = 11.36 cfs @ 12.17 hrs, Volume= 0.696 af, Depth= 6.52" Routed to Pond 2P : NORTH FILTRATION BASIN 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-YR Rainfall=7.30" Area (sf) CN Description 41,270 98 Paved parking, HSG D 14,517 80 >75% Grass cover, Good, HSG D 55,787 Weighted Average 14,517 26.02% Pervious Area 41,270 73.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment OFF-PR4: OFFSITE PR4 - OFFSITE TO FIL. BASIN 1 Hydrograph 1 1 1 11.36cfs I i-- - - - r - - --r--�--�--�--�--- - - - - --- - - - - - - � ❑RUl,ofr 1 1 I I 1 I 1 11op MSE 24-hr 3- I t t I i I 1 I I ----4-- --a--+-- -- ---- -- --a--;--+-- - --------- - 10 1 1 100-YR Rainfall=7.30" 1 I I I _I_ _ �_ _ J_ _4__+_ _L__L_ _I_ _ _I__ a_ _ 1_ _ ' Runoff Area=55,787 sf 9 8 Runoff Volume=0.696 of w 7 l l l l Runoff Depth=6.52 3 I ° 6 Tc-10.0 mid I I I I I I 5 I I 1 I CN=WQ 4 I I I 1 I 1 3 I I I 1 I 1 I 1 1 I I 1 I 1 I I I I 1 I I 1 2 I I 1 I 1 I 1 1 0 . 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 63 Hydrograph for Subcatchment OFF-PR4: OFFSITE PR4 - OFFSITE TO FIL. BASIN 1 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.27 0.02 0.07 10.00 1.00 0.45 0.27 15.00 6.55 5.72 0.30 20.00 7.11 6.28 0.10 25.00 7.30 6.47 0.00 30.00 7.30 6.47 0.00 35.00 7.30 6.47 0.00 40.00 7.30 6.47 0.00 45.00 7.30 6.47 0.00 50.00 7.30 6.47 0.00 55.00 7.30 6.47 0.00 60.00 7.30 6.47 0.00 65.00 7.30 6.47 0.00 70.00 7.30 6.47 0.00 75.00 7.30 6.47 0.00 80.00 7.30 6.47 0.00 85.00 7.30 6.47 0.00 90.00 7.30 6.47 0.00 95.00 7.30 6.47 0.00 100.00 7.30 6.47 0.00 105.00 7.30 6.47 0.00 110.00 7.30 6.47 0.00 115.00 7.30 6.47 0.00 120.00 7.30 6.47 0.00 125.00 7.30 6.47 0.00 130.00 7.30 6.47 0.00 135.00 7.30 6.47 0.00 140.00 7.30 6.47 0.00 145.00 7.30 6.47 0.00 150.00 7.30 6.47 0.00 155.00 7.30 6.47 0.00 160.00 7.30 6.47 0.00 165.00 7.30 6.47 0.00 170.00 7.30 6.47 0.00 175.00 7.30 6.47 0.00 180.00 7.30 6.47 0.00 185.00 7.30 6.47 0.00 190.00 7.30 6.47 0.00 195.00 7.30 6.47 0.00 200.00 7.30 6.47 0.00 205.00 7.30 6.47 0.00 210.00 7.30 6.47 0.00 215.00 7.30 6.47 0.00 220.00 7.30 6.47 0.00 225.00 7.30 6.47 0.00 230.00 7.30 6.47 0.00 235.00 7.30 6.47 0.00 240.00 7.30 6.47 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 64 Summary for Subcatchment PR1A: PR1A - TO EX WETLAND Runoff = 12.78 cfs @ 12.17 hrs, Volume= 0.699 af, Depth= 4.97" Routed to Reach 1 R : TOTAL TO WETLAND Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-YR Rainfall=7.30" Area (sf) CN Description 0 98 Paved parking, HSG D 73,524 80 >75% Grass cover, Good, HSG D 73,524 Weighted Average 73,524 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1A: PR1A - TO EX WETLAND Hydrograph I -T T I I , 14 12.78 cfs I 1 I I 1 1 I I I ■Runoff I I I I I I I I I I I 13 MSE 24-hr 12 I 1 I 1 I I t I I 11 100-YR Rainfall=7.30" I I I I I I I I I 10 �-- -- -- - - - .-- -- . -- Runoff Area=73,524 sf s I I I I I Runoff Volume=0.699 of Runoff Depth=4.97" --T 3 7 I 1 1 I I 1 I o _I_ _ J_ _ J_ _ J _ _1 _ _L _ -'_ - - I_ . �_ _ J _ . 1 . _ 1 Tc=10.0 min LL I 1 1 1 1 1 I i 6 I 1 I I I I 1 I I 5 I 1 I I I 1 I 1 CN=WQ I I I I 1 I I 4 I 1 I I I 1 I I 1 1 ----------- -- -- ----- - I I I I I I I I 1 I I I I I I 1 I I I 3 I 1 I I I t I I I I 1 1 1 I I I I 1 I 1 2 I I I 1 I I I I 1 1 I I 1 1 I I I 1 I I I 1 I I I I I 1 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 65 Hydrograph for Subcatchment PRM PR1A - TO EX WETLAND Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.27 0.00 0.00 10.00 1.00 0.08 0.13 15.00 6.55 4.28 0.37 20.00 7.11 4.80 0.12 25.00 7.30 4.97 0.00 30.00 7.30 4.97 0.00 35.00 7.30 4.97 0.00 40.00 7.30 4.97 0.00 45.00 7.30 4.97 0.00 50.00 7.30 4.97 0.00 55.00 7.30 4.97 0.00 60.00 7.30 4.97 0.00 65.00 7.30 4.97 0.00 70.00 7.30 4.97 0.00 75.00 7.30 4.97 0.00 80.00 7.30 4.97 0.00 85.00 7.30 4.97 0.00 90.00 7.30 4.97 0.00 95.00 7.30 4.97 0.00 100.00 7.30 4.97 0.00 105.00 7.30 4.97 0.00 110.00 7.30 4.97 0.00 115.00 7.30 4.97 0.00 120.00 7.30 4.97 0.00 125.00 7.30 4.97 0.00 130.00 7.30 4.97 0.00 135.00 7.30 4.97 0.00 140.00 7.30 4.97 0.00 145.00 7.30 4.97 0.00 150.00 7.30 4.97 0.00 155.00 7.30 4.97 0.00 160.00 7.30 4.97 0.00 165.00 7.30 4.97 0.00 170.00 7.30 4.97 0.00 175.00 7.30 4.97 0.00 180.00 7.30 4.97 0.00 185.00 7.30 4.97 0.00 190.00 7.30 4.97 0.00 195.00 7.30 4.97 0.00 200.00 7.30 4.97 0.00 205.00 7.30 4.97 0.00 210.00 7.30 4.97 0.00 215.00 7.30 4.97 0.00 220.00 7.30 4.97 0.00 225.00 7.30 4.97 0.00 230.00 7.30 4.97 0.00 235.00 7.30 4.97 0.00 240.00 7.30 4.97 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 66 Summary for Subcatchment PR1 B: PR1 B - TO FIL BASIN 1 Runoff = 7.77 cfs @ 12.17 hrs, Volume= 0.467 af, Depth= 6.19" Routed to Pond 1 P : SOUTH FILTRATION BASIN 1 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-YR Rainfall=7.30" Area (sf) CN Description 22,963 98 Paved parking, HSG D 16,438 80 >75% Grass cover, Good, HSG D 39,401 Weighted Average 16,438 41.72% Pervious Area 22,963 58.28% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1 B: PR1 B - TO FIL BASIN 1 Hydrograph 7.77 CfS ❑Runoff 8 MSE 24-hr 7- 100-YR Rainfall=7.30" 6_ Runoff Area=39,401 sf Runoff Volume=0.467-af 5-Runoff Depth=6A W' LL 4 Tc=10.0 min 3- CN=WQ 2- 1 o ............................................................ 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 67 Hydrograph for Subcatchment PR1 B: PR1 B - TO FIL BASIN 1 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.27 0.00 0.04 10.00 1.00 0.32 0.16 15.00 6.55 5.38 0.21 20.00 7.11 5.93 0.07 25.00 7.30 6.12 0.00 30.00 7.30 6.12 0.00 35.00 7.30 6.12 0.00 40.00 7.30 6.12 0.00 45.00 7.30 6.12 0.00 50.00 7.30 6.12 0.00 55.00 7.30 6.12 0.00 60.00 7.30 6.12 0.00 65.00 7.30 6.12 0.00 70.00 7.30 6.12 0.00 75.00 7.30 6.12 0.00 80.00 7.30 6.12 0.00 85.00 7.30 6.12 0.00 90.00 7.30 6.12 0.00 95.00 7.30 6.12 0.00 100.00 7.30 6.12 0.00 105.00 7.30 6.12 0.00 110.00 7.30 6.12 0.00 115.00 7.30 6.12 0.00 120.00 7.30 6.12 0.00 125.00 7.30 6.12 0.00 130.00 7.30 6.12 0.00 135.00 7.30 6.12 0.00 140.00 7.30 6.12 0.00 145.00 7.30 6.12 0.00 150.00 7.30 6.12 0.00 155.00 7.30 6.12 0.00 160.00 7.30 6.12 0.00 165.00 7.30 6.12 0.00 170.00 7.30 6.12 0.00 175.00 7.30 6.12 0.00 180.00 7.30 6.12 0.00 185.00 7.30 6.12 0.00 190.00 7.30 6.12 0.00 195.00 7.30 6.12 0.00 200.00 7.30 6.12 0.00 205.00 7.30 6.12 0.00 210.00 7.30 6.12 0.00 215.00 7.30 6.12 0.00 220.00 7.30 6.12 0.00 225.00 7.30 6.12 0.00 230.00 7.30 6.12 0.00 235.00 7.30 6.12 0.00 240.00 7.30 6.12 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 68 Summary for Subcatchment PR1C: PR1C - TO FIL BASIN 2 Runoff = 7.64 cfs @ 12.17 hrs, Volume= 0.461 af, Depth= 6.26" Routed to Pond 2P : NORTH FILTRATION BASIN 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-YR Rainfall=7.30" Area (sf) CN Description 23,783 98 Paved parking, HSG D 14,659 80 >75% Grass cover, Good, HSG D 38,442 Weighted Average 14,659 38.13% Pervious Area 23,783 61.87% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR1C: PR1C - TO FIL BASIN 2 Hydrograph 7.64 cfs ❑Runoff 8 1 I I 1 t I I 1 I I I I 1 1 1 1 1 1 1 1 1 1 MSE 24-hr 7- I I I 100-YR Rainfall=7.30" ' 6- Runoff Area=38,442 sf I I I I I I t I I I I 1 I I 1 _, __1- _ _1- _ ..I_ _ y_ _ - __ 1 Runoff Volume=0.461 alf I 1 I 1 t 5" l l t l Runoff Depth=6.261 O I I I I I I I 1 I I I 1 4 TC=10.0 min LL I I I 1 t I I 1 I I I I 1 I I I I I I I I I I I 3 I I I I 1 I I I W I t I t I t I I I 1 1 I I I i 1 I I i I I i i 1 I 1 i t I I I I 1 I I 1 2 I I I 1 t I I 1 I t I I I I _-4__j__-__y__ 1 I 1 I I I 1 I I 1 I I I I 1 I I I t 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 69 Hydrograph for Subcatchment PR1 C: PR1 C - TO FIL BASIN 2 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.27 0.01 0.04 10.00 1.00 0.36 0.17 15.00 6.55 5.49 0.21 20.00 7.11 6.05 0.07 25.00 7.30 6.23 0.00 30.00 7.30 6.23 0.00 35.00 7.30 6.23 0.00 40.00 7.30 6.23 0.00 45.00 7.30 6.23 0.00 50.00 7.30 6.23 0.00 55.00 7.30 6.23 0.00 60.00 7.30 6.23 0.00 65.00 7.30 6.23 0.00 70.00 7.30 6.23 0.00 75.00 7.30 6.23 0.00 80.00 7.30 6.23 0.00 85.00 7.30 6.23 0.00 90.00 7.30 6.23 0.00 95.00 7.30 6.23 0.00 100.00 7.30 6.23 0.00 105.00 7.30 6.23 0.00 110.00 7.30 6.23 0.00 115.00 7.30 6.23 0.00 120.00 7.30 6.23 0.00 125.00 7.30 6.23 0.00 130.00 7.30 6.23 0.00 135.00 7.30 6.23 0.00 140.00 7.30 6.23 0.00 145.00 7.30 6.23 0.00 150.00 7.30 6.23 0.00 155.00 7.30 6.23 0.00 160.00 7.30 6.23 0.00 165.00 7.30 6.23 0.00 170.00 7.30 6.23 0.00 175.00 7.30 6.23 0.00 180.00 7.30 6.23 0.00 185.00 7.30 6.23 0.00 190.00 7.30 6.23 0.00 195.00 7.30 6.23 0.00 200.00 7.30 6.23 0.00 205.00 7.30 6.23 0.00 210.00 7.30 6.23 0.00 215.00 7.30 6.23 0.00 220.00 7.30 6.23 0.00 225.00 7.30 6.23 0.00 230.00 7.30 6.23 0.00 235.00 7.30 6.23 0.00 240.00 7.30 6.23 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 70 Summary for Subcatchment PR2: PR2 - TO LONG LAKE RD Runoff = 1.07 cfs @ 12.17 hrs, Volume= 0.061 af, Depth= 5.47" Routed to Reach 2R : TOTAL Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-YR Rainfall=7.30" Area (sf) CN Description 1,396 98 Paved parking, HSG D 4,408 80 >75% Grass cover, Good, HSG D 5,804 Weighted Average 4,408 75.95% Pervious Area 1,396 24.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment PR2: PR2 - TO LONG LAKE RD Hydrograph 1.07 CfS ❑Runoff MSE 24-hr 100-YR Rainfall=7.30" Runoff Area=5,804 sf Runoff Volume=0.061 cif Runoff Depth=5.47;' LL Tc=10.0 min CN=WQ 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 71 Hydrograph for Subcatchment PR2: PR2 - TO LONG LAKE RD Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 5.00 0.27 0.00 0.00 10.00 1.00 0.15 0.02 15.00 6.55 4.71 0.03 20.00 7.11 5.24 0.01 25.00 7.30 5.43 0.00 30.00 7.30 5.43 0.00 35.00 7.30 5.43 0.00 40.00 7.30 5.43 0.00 45.00 7.30 5.43 0.00 50.00 7.30 5.43 0.00 55.00 7.30 5.43 0.00 60.00 7.30 5.43 0.00 65.00 7.30 5.43 0.00 70.00 7.30 5.43 0.00 75.00 7.30 5.43 0.00 80.00 7.30 5.43 0.00 85.00 7.30 5.43 0.00 90.00 7.30 5.43 0.00 95.00 7.30 5.43 0.00 100.00 7.30 5.43 0.00 105.00 7.30 5.43 0.00 110.00 7.30 5.43 0.00 115.00 7.30 5.43 0.00 120.00 7.30 5.43 0.00 125.00 7.30 5.43 0.00 130.00 7.30 5.43 0.00 135.00 7.30 5.43 0.00 140.00 7.30 5.43 0.00 145.00 7.30 5.43 0.00 150.00 7.30 5.43 0.00 155.00 7.30 5.43 0.00 160.00 7.30 5.43 0.00 165.00 7.30 5.43 0.00 170.00 7.30 5.43 0.00 175.00 7.30 5.43 0.00 180.00 7.30 5.43 0.00 185.00 7.30 5.43 0.00 190.00 7.30 5.43 0.00 195.00 7.30 5.43 0.00 200.00 7.30 5.43 0.00 205.00 7.30 5.43 0.00 210.00 7.30 5.43 0.00 215.00 7.30 5.43 0.00 220.00 7.30 5.43 0.00 225.00 7.30 5.43 0.00 230.00 7.30 5.43 0.00 235.00 7.30 5.43 0.00 240.00 7.30 5.43 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 72 Summary for Reach 1 R: TOTAL TO WETLAND [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.756 ac, 42.49% Impervious, Inflow Depth = 5.86" for 100-YR event Inflow = 31.70 cfs @ 12.19 hrs, Volume= 2.322 of Outflow = 31.70 cfs @ 12.19 hrs, Volume= 2.322 af, Atten= 0%, Lag= 0.0 min Routed to Reach 2R : TOTAL Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 1 R: TOTAL TO WETLAND Hydrograph L 1 1 1 1 ❑Inflow 34 31.70 cfs [I Outflow 32 ; Inflow Area=4.756 ac 30 28 -r-----r-------4--r--r--1--r-----r----7--4--r--I ---r--r---- 26 , � __-__.,__r__I__y__y__r__I_- -�- -___t__r___ 24 I I I I I - --;-- ------- -- -- --1---- F---- -- -- --1---1-- --4'--F-- 22 --'-- - -F---- -- -41-- 4'- - --i-- -I-- - ,� 20 I I I i I 1 I ~ I 1 I 1 U __ _ _L ____ _J __L_ -L __I_ _ _ -1 __L_ ___J__J__L __1___I__ __1_ _L 18 I I I I I 1 1 1 I I I L p I I I I I I 1 I 1 I I I 16 tL ---�--L--I---I--J--L--L--I--J--I--L--I--J--I --1---I--1--1--1--- 14 I I I I I I I 1 I I I I I I I I I i I I I I I 1 1 I I I I ____ _I__1 _I__ _ _ 12 I I I _ __ _ __ 1 I 1 I I 1 10 I I I I I 1 I 8 -I--,-- --r- -- ---- i- -r --r--r- --r--I r I I I � I I I I I 1 - 6 I I I I I I 1 I 4 I I I I I 1 - 2 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 260 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 73 Hydrograph for Reach 1 R: TOTAL TO WETLAND Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.05 0.05 10.00 0.21 0.21 15.00 1.11 1.11 20.00 0.38 0.38 25.00 0.10 0.10 30.00 0.09 0.09 35.00 0.08 0.08 40.00 0.08 0.08 45.00 0.07 0.07 50.00 0.06 0.06 55.00 0.04 0.04 60.00 0.02 0.02 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 74 Summary for Reach 2R: TOTAL [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 4.889 ac, 41.99% Impervious, Inflow Depth = 5.85" for 100-YR event Inflow = 32.75 cfs @ 12.19 hrs, Volume= 2.383 of Outflow = 32.75 cfs @ 12.19 hrs, Volume= 2.383 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach 2R: TOTAL Hydrograph ❑Inflow 36 32.75 cfs ' ❑outflow 34 - '_--_ Inflow Area=4.889 ac 1 1 I 32 I 1 I 3028 I I I I I 1 I I I I I 1 26 -------r--,--- -1--7- ----------7--r-- -- --r-- -----r--r- -,-- I I I I I ----7--r--I--- --r--r--I--,-- r--I---I I--- -- I--I-- .--r--r--,-- 24 I I I I I I -I- - -I- -7 -- r - -r - -I-- - 22 1 1 1 I 1 I v20 I I I I I I ?� 18 I I 1 I 1 I I Q 16 IL I 1 I I I I I 14 '• I I 1 I 1 I - -- --r-------y----- --r- --'--r----y--y-- --r--I-----r--r- 12 I I I I 1 I 10 I I I I I I 8 I I I I I I I - r------------- I-------- -- --�-- r-------t--r- 6 4 I I 2 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1k 160 170 180 190 260 210 220 230 240 Time (hours) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 75 Hydrograph for Reach 2R: TOTAL Time Inflow Elevation Outflow (hours) (Cfs) (feet) (Cfs) 0.00 0.00 0.00 5.00 0.05 0.05 10.00 0.22 0.22 15.00 1.14 1.14 20.00 0.38 0.38 25.00 0.10 0.10 30.00 0.09 0.09 35.00 0.08 0.08 40.00 0.08 0.08 45.00 0.07 0.07 50.00 0.06 0.06 55.00 0.04 0.04 60.00 0.02 0.02 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 76 Summary for Pond 1 P: SOUTH FILTRATION BASIN 1 [92] Warning: Device #6 is above defined storage Inflow Area = 0.905 ac, 58.28% Impervious, Inflow Depth = 6.19" for 100-YR event Inflow = 7.77 cfs @ 12.17 hrs, Volume= 0.467 of Outflow = 6.82 cfs @ 12.22 hrs, Volume= 0.467 af, Atten= 12%, Lag= 2.8 min Primary = 6.82 cfs @ 12.22 hrs, Volume= 0.467 of Routed to Reach 1 R : TOTAL TO WETLAND Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 909.38' @ 12.22 hrs Surf.Area= 2,943 sf Storage= 6,260 cf Plug-Flow detention time=335.2 min calculated for 0.467 of(100% of inflow) Center-of-Mass det. time= 335.3 min ( 1,095.7 - 760.4 ) Volume Invert Avail.Storage Storage Description #1 906.50' 7,379 cf Custom Stage Data (Prismatic)Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 906.50 1,401 0 0 909.75 3,140 7,379 7,379 Device Routing Invert Outlet Devices #1 Primary 904.25' 12.0" Round Culvert L= 66.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 904.25'/ 903.25' S= 0.0152 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Device 1 904.50' 6.0" Round Culvert L= 147.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 904.50'/ 904.50' S= 0.0000 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf #3 Device 2 906.50' 0.800 in/hr Exfiltration over Surface area #4 Device 1 908.60' 2.5' long x 0.40' rise Sharp-Crested Vee/Trap Weir Cv= 2.62 (C= 3.28) #5 Device 1 909.00' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) #6 Primary 911.25' 3.0' long x 2.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Primary OutFlow Max=6.81 cfs @ 12.22 hrs HW=909.38' (Free Discharge) 1=Culvert (Passes 6.81 cfs of 7.18 cfs potential flow) 2=Culvert (Passes 0.05 cfs of 0.90 cfs potential flow) t3=Exfiltration (Exfiltration Controls 0.05 cfs) =Sharp-Crested Vee/Trap Weir(Orifice Controls 3.73 cfs @ 3.73 fps) =Sharp-Crested Rectangular Weir(Weir Controls 3.03 cfs @ 2.02 fps) =Broad-Crested Rectangular Weir( Controls 0.00 cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 77 Pond 1 P: SOUTH FILTRATION BASIN 1 Hydrograph 7.77 cfs T ' ; C Inflow i I i 0 Primary + Inflow AreaF0.905 ac 6.82 cfs ' 7 Peak Elev=909.38' I I I I I I I I I I I I i StbrageT6,260 cf -;-----r--,-----T--r--,--I--------,-- -- ------- --;-- -----,-- -- I I I I I I I I I I I I I y 5 I I I I I I I I I I I - --+--r--r- --t--r--r-ti--t--r-------t--r--r-ti--t--r--r-ti--+- �-' I I I I I I I I I I I I 3 I I I I I I I I I I I I O 4 I I I I I I I I I I I Ly _ _-1--L--I--J--4--I---I--J--I--L--I--J--4--I---I--J--I.--L--I--J--1 I I I I I I I I I I I I I I I I I I I I I I I I 3 I I I I I I I I I I I - I I I I I I I I I I I I 2 I I I I I I I I I I I I I I I I 11 I I I I I I T r 11 r 11 T I I I I I I i I I I I I I I I I I I I I I I I 1 I I I I I I I I I • 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) Pond 1 P: SOUTH FILTRATION BASIN 1 Stage-Discharge Broad-Crested Rectangular I I I I � i i � ❑Primary 911 I I I I I I I I I I I I I I I I I I I I I I 910 I I I I I I I I I I I I I I I I I I I I I N I w° Sharp-Crested Rectangular Weir = 909 10 Sharp-Crested Vee/Trap WeiS > I I I N I I I I w I I I I I - ------L--------------------------------------J---------------1--- I I I I I 908 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------L---------------'--------'--------------- ---------------�--- I I I I I 907 I I I I I I I I I I I I I I Exfiltration 0 1 2 3 4 5 6 7 8 Discharge (cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 78 Pond 1 P: SOUTH FILTRATION BASIN 1 Stage-Area-Storage Surface/Horizontal/wetted Area(sq-ft) 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400 2,600 2,800 3,000 ❑Surface f i f ❑Storage 911 I I 1 I 1 910 1 1 3 i w i r r 909 0 N ---7- -y----ri-- -r-_ i----r-7- ---r--"r---7--- W i 908 907 Custom Stage Data 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 Storage(cubic-feet) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 79 Hydrograph for Pond 1 P: SOUTH FILTRATION BASIN 1 Time Inflow Storage Elevation Primary (hours) (cfs) (cubic-feet) (feet) (cfs) 0.00 0.00 0 906.50 0.00 5.00 0.04 74 906.55 0.03 10.00 0.16 893 907.07 0.03 15.00 0.21 4,311 908.67 0.22 20.00 0.07 4,167 908.62 0.07 25.00 0.00 3,859 908.49 0.05 30.00 0.00 3,066 908.16 0.04 35.00 0.00 2,333 907.83 0.04 40.00 0.00 1,659 907.49 0.04 45.00 0.00 1,044 907.16 0.03 50.00 0.00 489 906.83 0.03 55.00 0.00 22 906.52 0.01 60.00 0.00 0 906.50 0.00 65.00 0.00 0 906.50 0.00 70.00 0.00 0 906.50 0.00 75.00 0.00 0 906.50 0.00 80.00 0.00 0 906.50 0.00 85.00 0.00 0 906.50 0.00 90.00 0.00 0 906.50 0.00 95.00 0.00 0 906.50 0.00 100.00 0.00 0 906.50 0.00 105.00 0.00 0 906.50 0.00 110.00 0.00 0 906.50 0.00 115.00 0.00 0 906.50 0.00 120.00 0.00 0 906.50 0.00 125.00 0.00 0 906.50 0.00 130.00 0.00 0 906.50 0.00 135.00 0.00 0 906.50 0.00 140.00 0.00 0 906.50 0.00 145.00 0.00 0 906.50 0.00 150.00 0.00 0 906.50 0.00 155.00 0.00 0 906.50 0.00 160.00 0.00 0 906.50 0.00 165.00 0.00 0 906.50 0.00 170.00 0.00 0 906.50 0.00 175.00 0.00 0 906.50 0.00 180.00 0.00 0 906.50 0.00 185.00 0.00 0 906.50 0.00 190.00 0.00 0 906.50 0.00 195.00 0.00 0 906.50 0.00 200.00 0.00 0 906.50 0.00 205.00 0.00 0 906.50 0.00 210.00 0.00 0 906.50 0.00 215.00 0.00 0 906.50 0.00 220.00 0.00 0 906.50 0.00 225.00 0.00 0 906.50 0.00 230.00 0.00 0 906.50 0.00 235.00 0.00 0 906.50 0.00 240.00 0.00 0 906.50 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 80 Stage-Discharge for Pond 1 P: SOUTH FILTRATION BASIN 1 Elevation Primary Elevation Primary (feet) (cfs) (feet) (cfs) 906.50 0.00 909.05 2.58 906.55 0.03 909.10 3.10 906.60 0.03 909.15 3.67 906.65 0.03 909.20 4.28 906.70 0.03 909.25 4.93 906.75 0.03 909.30 5.62 906.80 0.03 909.35 6.34 906.85 0.03 909.40 7.08 906.90 0.03 909.45 7.23 906.95 0.03 909.50 7.27 907.00 0.03 909.55 7.31 907.05 0.03 909.60 7.35 907.10 0.03 909.65 7.39 907.15 0.03 909.70 7.42 907.20 0.03 909.75 7.46 907.25 0.03 909.80 7.50 907.30 0.03 909.85 7.54 907.35 0.03 909.90 7.57 907.40 0.03 909.95 7.61 907.45 0.04 910.00 7.65 907.50 0.04 910.05 7.68 907.55 0.04 910.10 7.72 907.60 0.04 910.15 7.75 907.65 0.04 910.20 7.79 907.70 0.04 910.25 7.83 907.75 0.04 910.30 7.86 907.80 0.04 910.35 7.90 907.85 0.04 910.40 7.93 907.90 0.04 910.45 7.97 907.95 0.04 910.50 8.00 908.00 0.04 910.55 8.04 908.05 0.04 910.60 8.07 908.10 0.04 910.65 8.10 908.15 0.04 910.70 8.14 908.20 0.04 910.75 8.17 908.25 0.04 910.80 8.21 908.30 0.04 910.85 8.24 908.35 0.04 910.90 8.27 908.40 0.04 910.95 8.31 908.45 0.05 911.00 8.34 908.50 0.05 911.05 8.38 908.55 0.05 911.10 8.41 908.60 0.05 911.15 8.44 908.65 0.14 911.20 8.47 908.70 0.31 911.25 8.51 908.75 0.52 908.80 0.78 908.85 1.07 908.90 1.40 908.95 1.75 909.00 2.12 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 81 Stage-Area-Storage for Pond 1 P: SOUTH FILTRATION BASIN 1 Elevation Surface Storage Elevation Surface Storage (feet) (sq-ft) (cubic-feet) (feet) (sq-ft) (cubic-feet) 906.50 1,401 0 909.05 2,765 5,312 906.55 1,428 71 909.10 2,792 5,451 906.60 1,455 143 909.15 2,819 5,591 906.65 1,481 216 909.20 2,846 5,733 906.70 1,508 291 909.25 2,872 5,876 906.75 1,535 367 909.30 2,899 6,020 906.80 1,562 444 909.35 2,926 6,166 906.85 1,588 523 909.40 2,953 6,313 906.90 1,615 603 909.45 2,979 6,461 906.95 1,642 685 909.50 3,006 6,611 907.00 1,669 767 909.55 3,033 6,762 907.05 1,695 851 909.60 3,060 6,914 907.10 1,722 937 909.65 3,086 7,068 907.15 1,749 1,024 909.70 3,113 7,223 907.20 1,776 1,112 909.75 3,140 7,379 907.25 1,802 1,201 909.80 3,140 7,379 907.30 1,829 1,292 909.85 3,140 7,379 907.35 1,856 1,384 909.90 3,140 7,379 907.40 1,883 1,478 909.95 3,140 7,379 907.45 1,909 1,572 910.00 3,140 7,379 907.50 1,936 1,669 910.05 3,140 7,379 907.55 1,963 1,766 910.10 3,140 7,379 907.60 1,990 1,865 910.15 3,140 7,379 907.65 2,016 1,965 910.20 3,140 7,379 907.70 2,043 2,066 910.25 3,140 7,379 907.75 2,070 2,169 910.30 3,140 7,379 907.80 2,097 2,273 910.35 3,140 7,379 907.85 2,123 2,379 910.40 3,140 7,379 907.90 2,150 2,486 910.45 3,140 7,379 907.95 2,177 2,594 910.50 3,140 7,379 908.00 2,204 2,703 910.55 3,140 7,379 908.05 2,230 2,814 910.60 3,140 7,379 908.10 2,257 2,926 910.65 3,140 7,379 908.15 2,284 3,040 910.70 3,140 7,379 908.20 2,311 3,155 910.75 3,140 7,379 908.25 2,337 3,271 910.80 3,140 7,379 908.30 2,364 3,389 910.85 3,140 7,379 908.35 2,391 3,508 910.90 3,140 7,379 908.40 2,418 3,628 910.95 3,140 7,379 908.45 2,444 3,749 911.00 3,140 7,379 908.50 2,471 3,872 911.05 3,140 7,379 908.55 2,498 3,996 911.10 3,140 7,379 908.60 2,525 4,122 911.15 3,140 7,379 908.65 2,551 4,249 911.20 3,140 7,379 908.70 2,578 4,377 911.25 3,140 7,379 908.75 2,605 4,507 908.80 2,632 4,638 908.85 2,658 4,770 908.90 2,685 4,903 908.95 2,712 5,038 909.00 2,739 5,175 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 82 Summary for Pond 2P: NORTH FILTRATION BASIN 2 Inflow Area = 2.163 ac, 69.04% Impervious, Inflow Depth = 6.41" for 100-YR event Inflow = 19.00 cfs @ 12.17 hrs, Volume= 1.156 of Outflow = 12.79 cfs @ 12.26 hrs, Volume= 1.156 af, Atten= 33%, Lag= 5.4 min Primary = 12.79 cfs @ 12.26 hrs, Volume= 1.156 of Routed to Reach 1 R : TOTAL TO WETLAND Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 910.39' @ 12.26 hrs Surf.Area= 4,212 sf Storage= 11,847 cf Plug-Flow detention time=202.7 min calculated for 1.156 of(100% of inflow) Center-of-Mass det. time= 202.8 min ( 958.7 - 755.8 ) Volume Invert Avail.Storage Storage Description #1 906.00' 14,543 cf Custom Stage Data (Prismatic)Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 906.00 1,185 0 0 911.00 4,632 14,543 14,543 Device Routing Invert Outlet Devices #1 Primary 903.75' 15.0" Round Culvert L= 20.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 903.75'/ 903.25' S= 0.0250 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 1.23 sf #2 Device 1 904.00' 6.0" Round Culvert L= 180.0' RCP, mitered to conform to fill, Ke= 0.700 Inlet/ Outlet Invert= 904.00'/ 904.00' S= 0.0000 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf #3 Device 2 906.00' 0.800 in/hr Exfiltration over Surface area #4 Device 1 908.50' 2.0' long x 1.00' rise Sharp-Crested Vee/Trap Weir Cv= 2.62 (C= 3.28) #5 Device 1 909.50' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) #6 Primary 910.50' 5.0' long x 8.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.43 2.54 2.70 2.69 2.68 2.68 2.66 2.64 2.64 2.64 2.65 2.65 2.66 2.66 2.68 2.70 2.74 Primary OutFlow Max=12.79 cfs @ 12.26 hrs HW=910.39' (Free Discharge) 1=Culvert (Inlet Controls 12.79 cfs @ 10.42 fps) 2=Culvert (Passes < 0.96 cfs potential flow) t3=Exfiltration (Passes < 0.08 cfs potential flow) =Sharp-Crested Vee/Trap Weir(Passes < 11.52 cfs potential flow) =Sharp-Crested Rectangular Weir(Passes < 10.49 cfs potential flow) =Broad-Crested Rectangular Weir( Controls 0.00 cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 83 Pond 2P: NORTH FILTRATION BASIN 2 Hydrograph I I I I I I I I I I I I 21 19.00 cfs a + + F p Inflow I 1 0 Primary 20 r � r T r I 19 _ -- --�_.I-- __1-- -�-�-- --1--�ni w1Are,a�2.1__ 3 sac__ 18 I I I I I I ' . I I I I a I - ----- -- --I-- -- I I --I---I _ CC��//''�� "r� I(A/ ��11Tr 15 / L--I-----1-----L-J__ __L__L_-11./tof4!���- 1 847 CF- 14 12.79 cfs --+--F--I-----4--4-----�---1 .1 --I---1 4-- --I-----4--I--I---- 13 , I I I I I I I I I ' -•-- --r--I-- -- --r-�-- --r--r--I-----r--r--1--�-- --r--r- -- v I I I I I I I I I 11 i' -------L__i_____1__ __L_J_____1__L_-I__J__1_____I__J_____L__L____ 310 I I I I I I I 1 I I 1L 9 -------------- 8 1 1 1 1 I � -I 7 I I I I I I I I I I 6 ,i' r 4- 5 I I -I- - -I- - - - r I 3 2 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) Pond 2P: NORTH FILTRATION BASIN 2 Stage-Discharge 911 1 1 1 ' 1 ❑Primary Broad-Crested Rectangular Weir I I I I I I I 910 I Sharp-Crested Rectangular Weir I I 1 I d 909 w I I = Sharp-Crested Vee/Trap Weir 0 '@ I I I m w 908 I I I I I I I I I I I I I I y I Y 907 I I I I I I I I I I I I I I I I I I I Exfiltration 906 0 2 4 6 8 10 12 14 16 18 Discharge (cfs) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 84 Pond 2P: NORTH FILTRATION BASIN 2 Stage-Area-Storage Surface/HorizontaltWetted Area(sq-ft) 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 ❑Surface ❑Storage I I I II 1 i I i li I 911 li II I i li I 1 I II I I I I I I I I I I I 910 I I I I I I I I I _L_L__ ..J__L I I I I 1 I I I I I I I I I I I I I II I I w 909 I I I I I I II I o -�- -- --+--- ---- - ------�I- 'R ID I I I I I I I I N 908 I I I I I II W i I. I I I I I II 1' I I I I I II li I I I I 1 I I I I I I I 907 I I I I I I I I Custom Stage Data 90 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 Storage(cubic-feet) 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 85 Hydrograph for Pond 2P: NORTH FILTRATION BASIN 2 Time Inflow Storage Elevation Primary (hours) (cfs) (cubic-feet) (feet) (cfs) 0.00 0.00 0 906.00 0.00 5.00 0.10 402 906.31 0.03 10.00 0.43 3,437 907.88 0.05 15.00 0.51 5,625 908.67 0.52 20.00 0.17 5,317 908.57 0.18 25.00 0.00 4,961 908.45 0.05 30.00 0.00 4,042 908.11 0.05 35.00 0.00 3,200 907.78 0.04 40.00 0.00 2,434 907.45 0.04 45.00 0.00 1,745 907.11 0.04 50.00 0.00 1,133 906.78 0.03 55.00 0.00 597 906.45 0.03 60.00 0.00 138 906.11 0.02 65.00 0.00 0 906.00 0.00 70.00 0.00 0 906.00 0.00 75.00 0.00 0 906.00 0.00 80.00 0.00 0 906.00 0.00 85.00 0.00 0 906.00 0.00 90.00 0.00 0 906.00 0.00 95.00 0.00 0 906.00 0.00 100.00 0.00 0 906.00 0.00 105.00 0.00 0 906.00 0.00 110.00 0.00 0 906.00 0.00 115.00 0.00 0 906.00 0.00 120.00 0.00 0 906.00 0.00 125.00 0.00 0 906.00 0.00 130.00 0.00 0 906.00 0.00 135.00 0.00 0 906.00 0.00 140.00 0.00 0 906.00 0.00 145.00 0.00 0 906.00 0.00 150.00 0.00 0 906.00 0.00 155.00 0.00 0 906.00 0.00 160.00 0.00 0 906.00 0.00 165.00 0.00 0 906.00 0.00 170.00 0.00 0 906.00 0.00 175.00 0.00 0 906.00 0.00 180.00 0.00 0 906.00 0.00 185.00 0.00 0 906.00 0.00 190.00 0.00 0 906.00 0.00 195.00 0.00 0 906.00 0.00 200.00 0.00 0 906.00 0.00 205.00 0.00 0 906.00 0.00 210.00 0.00 0 906.00 0.00 215.00 0.00 0 906.00 0.00 220.00 0.00 0 906.00 0.00 225.00 0.00 0 906.00 0.00 230.00 0.00 0 906.00 0.00 235.00 0.00 0 906.00 0.00 240.00 0.00 0 906.00 0.00 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 86 Stage-Discharge for Pond 2P: NORTH FILTRATION BASIN 2 Elevation Primary Elevation Primary (feet) (cfs) (feet) (cfs) 906.00 0.00 908.55 0.13 906.05 0.02 908.60 0.26 906.10 0.02 908.65 0.44 906.15 0.02 908.70 0.64 906.20 0.02 908.75 0.88 906.25 0.03 908.80 1.13 906.30 0.03 908.85 1.41 906.35 0.03 908.90 1.72 906.40 0.03 908.95 2.04 906.45 0.03 909.00 2.38 906.50 0.03 909.05 2.73 906.55 0.03 909.10 3.11 906.60 0.03 909.15 3.49 906.65 0.03 909.20 3.90 906.70 0.03 909.25 4.32 906.75 0.03 909.30 4.75 906.80 0.03 909.35 5.20 906.85 0.03 909.40 5.66 906.90 0.03 909.45 6.13 906.95 0.03 909.50 6.62 907.00 0.03 909.55 7.19 907.05 0.04 909.60 7.83 907.10 0.04 909.65 8.52 907.15 0.04 909.70 9.25 907.20 0.04 909.75 10.02 907.25 0.04 909.80 10.82 907.30 0.04 909.85 11.65 907.35 0.04 909.90 12.25 907.40 0.04 909.95 12.31 907.45 0.04 910.00 12.37 907.50 0.04 910.05 12.42 907.55 0.04 910.10 12.47 907.60 0.04 910.15 12.53 907.65 0.04 910.20 12.58 907.70 0.04 910.25 12.64 907.75 0.04 910.30 12.69 907.80 0.04 910.35 12.74 907.85 0.05 910.40 12.80 907.90 0.05 910.45 12.85 907.95 0.05 910.50 12.90 908.00 0.05 910.55 13.09 908.05 0.05 910.60 13.39 908.10 0.05 910.65 13.77 908.15 0.05 910.70 14.20 908.20 0.05 910.75 14.70 908.25 0.05 910.80 15.26 908.30 0.05 910.85 15.87 908.35 0.05 910.90 16.53 908.40 0.05 910.95 17.26 908.45 0.05 911.00 18.05 908.50 0.05 25443 - SL MOUNDS VIEW - PROPOSED 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" Prepared by Civil Site Group Printed 12/16/2025 HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 87 Stage-Area-Storage for Pond 2P: NORTH FILTRATION BASIN 2 Elevation Surface Storage Elevation Surface Storage (feet) (sq-ft) (cubic-feet) (feet) (sq-ft) (cubic-feet) 906.00 1,185 0 908.55 2,943 5,263 906.05 1,219 60 908.60 2,977 5,411 906.10 1,254 122 908.65 3,012 5,561 906.15 1,288 186 908.70 3,046 5,712 906.20 1,323 251 908.75 3,081 5,866 906.25 1,357 318 908.80 3,115 6,020 906.30 1,392 387 908.85 3,150 6,177 906.35 1,426 457 908.90 3,184 6,335 906.40 1,461 529 908.95 3,219 6,496 906.45 1,495 603 909.00 3,253 6,657 906.50 1,530 679 909.05 3,288 6,821 906.55 1,564 756 909.10 3,322 6,986 906.60 1,599 835 909.15 3,357 7,153 906.65 1,633 916 909.20 3,391 7,322 906.70 1,668 998 909.25 3,426 7,492 906.75 1,702 1,083 909.30 3,460 7,664 906.80 1,737 1,169 909.35 3,494 7,838 906.85 1,771 1,256 909.40 3,529 8,014 906.90 1,805 1,346 909.45 3,563 8,191 906.95 1,840 1,437 909.50 3,598 8,370 907.00 1,874 1,530 909.55 3,632 8,551 907.05 1,909 1,624 909.60 3,667 8,733 907.10 1,943 1,721 909.65 3,701 8,918 907.15 1,978 1,819 909.70 3,736 9,103 907.20 2,012 1,918 909.75 3,770 9,291 907.25 2,047 2,020 909.80 3,805 9,480 907.30 2,081 2,123 909.85 3,839 9,672 907.35 2,116 2,228 909.90 3,874 9,864 907.40 2,150 2,335 909.95 3,908 10,059 907.45 2,185 2,443 910.00 3,943 10,255 907.50 2,219 2,553 910.05 3,977 10,453 907.55 2,254 2,665 910.10 4,012 10,653 907.60 2,288 2,778 910.15 4,046 10,854 907.65 2,323 2,894 910.20 4,080 11,058 907.70 2,357 3,011 910.25 4,115 11,262 907.75 2,391 3,129 910.30 4,149 11,469 907.80 2,426 3,250 910.35 4,184 11,677 907.85 2,460 3,372 910.40 4,218 11,887 907.90 2,495 3,496 910.45 4,253 12,099 907.95 2,529 3,621 910.50 4,287 12,313 908.00 2,564 3,749 910.55 4,322 12,528 908.05 2,598 3,878 910.60 4,356 12,745 908.10 2,633 4,009 910.65 4,391 12,964 908.15 2,667 4,141 910.70 4,425 13,184 908.20 2,702 4,275 910.75 4,460 13,406 908.25 2,736 4,411 910.80 4,494 13,630 908.30 2,771 4,549 910.85 4,529 13,855 908.35 2,805 4,688 910.90 4,563 14,083 908.40 2,840 4,829 910.95 4,598 14,312 908.45 2,874 4,972 911.00 4,632 14,543 908.50 2,909 5,117 o Proposed Senior Living Facility-Mounds View, Minnesota Kilo Project 25-2066-December 30,2025 ENGINEERING Page 1of9 December 30, 2025 Mr. Dan Brown Hampton Companies, LLC 7687 Long Lake Road Mounds View, Minnesota 55109 RE: Proposal for Geotechnical Engineering Services Proposed Senior Living Facility 7687 Long Lake Road Mound Views, Minnesota Kilo Project No.: 25-2066 Mr. Brown: Kilo Engineering, LLC (Kilo) is pleased to transmit this Geotechnical Engineering Services Report for the proposed Senior Living Facility located at 7687 Long Lake Road in Mounds View, Minnesota. This report includes the results of field testing and recommendations for structural support. Kilo appreciates the opportunity to perform this study and looks forward to continuing our participation during this project. If you have questions pertaining to this report, or if Kilo may be of further service, please contact us. Respectfully submitted, KILO ENGINEERING I hereby certify that this plpp,§ppcification, or report was prepared by me or urid �> r'kl � �'slypervision, and that I am a duly Iicensecq� essionWT!ngi &under the laws of the state of M'� 5btt1C ED •' Joseph M. Rozmiarek, P.E. ;' - � ;'%Fn10NZA,-'President and Chief Engineer Signature: eN Name: Josep M.9oamiar MN P.E. #52629 �,F�� Zack Pilz, E.I.T. ��;4)ecember 30, 2025 Staff Engineer Proposed Senior Living Facility—Mounds View, Minnesota Kilo Project 25-2066—December 30,2025 Page 2 of 9 PROJECT INFORMATION Project Authorization and Provided Documentation The following Table summarizes, in chronological order, the Project Authorization History for the services performed and represented in this report by Kilo Engineering, LLC. DOCUMENT AND REFERENCE NUMBER DA REPRESENTATIVE&COMPANY Phone/Email Request for Proposal 11/13/2025 Mr. Dan Brown Hampton Companies, LLC Kilo Proposal 25e-2385 11/19/2025 Mr. Travis Peterson Kilo Engineering, LLC Notice to Proceed: 11/29/2025 Mr. Dan Brown Hampton Companies, LLC The following documents were provided by the client for this project. Schematic Site Plan by Civil Site Group Mr. Dan Brown 10/8/2025 Hampton Companies, LLC Project Description Kilo understands that the project includes the design and construction of a new Senior Living Facility to be located at 7687 Long Lake Road in Mounds View, Minnesota. The site is currently undeveloped urban land with significant tree cover and adjacent wetland areas.This report is based on the proposed construction consisting of a maximum of one-story above-grade with no below-grade levels. Based on this type of construction, the maximum column loads of 75 kips and maximum wall loads of 3.0 kips per lineal feet will be used for analysis. The proposed construction is assumed to generally consist of conventional wood framing above grade with cast-in-place concrete or concrete masonry unit foundations below grade. Kilo Engineering was engaged by the client to perform on-site soil sampling and testing in order to estimate the soil strength to confirm the code-minimum bearing pressure of 1,500 pounds per square foot. This limited investigation was completed in lieu of conventional soil borings due to the limited site access with the existing tree cover and to assist the client in project risk assessment. Proposed Senior Living Facility—Mounds View, Minnesota Kilo Project 25-2066—December 30,2025 Page 3 of 9 SITE AND SUBSURFACE CONDITIONS Field Exploration Summary The following locations were sampled with soil borings to explore the subsurface conditions at the site: BORING BORING TYPE LOCATION SURFACE ELEVATION* DEPTH OF (FT MSL) BORING(FT) T-1 Proposed Pavement Northeast Drive Lane 913± 2* T-2 Proposed Pavement East Drive Lane 914± 2* T-3 Proposed Building North Side of Building 914± 2* T-4 Proposed Building Center-East Side of Building 912± 5 T-5 Proposed Building Southwest Side of Building 911± 5 T-6 Proposed Building Center of Building 912± 5 T-7 Proposed Pavement Southeast Corner 912± 5 *Auger refusal on buried brick and cobbles The borings were located in the field within the property and the locations were recorded utilizing handheld GPS technology with an estimated horizontal accuracy of 15± feet. Some of the borings were offset from the locations noted on the client-provided site plan due to existing trees and limited testing areas. The surface elevation at each boring location was estimated from Google Earth. The vertical accuracy of the elevation data should be within 5±feet of actual survey elevations. The borings were completed utilizing solid-stem power auger and rotary hand auger boring techniques. Representative samples of the recovered soils in the auger cuttings were used for soil classification. The auger cuttings were observed in a continuous manner during boring advancement towards target depths of 5 feet below existing site grades. Auger refusal was encountered at 2 feet in borings B-1, B-2, and B-3 on observed buried brick and cobbles, shallower than the target depth of 5 feet. No groundwater was observed in any of the completed borings on site. The groundwater level is anticipated to closely match the elevation of the wetland feature located directly east of the site at approximately 904± feet MSL. Given the soil types present, the static groundwater level is anticipated to be below the zone of Kilo's exploration. If groundwater is encountered during construction, it is anticipated that it can be controlled using conventional sumping techniques. The soil stratigraphy encountered in the field exploration is generalized in the table below: TY PE YPE OIL YP SOIL DESCRIPTION SOIL COLOR DEPTH RANGE(FT) NOTES (USOL Surficial Organic Soil Black 0 to 1±feet - Fill Undocumented Fill Dark Brown 0 to 1 %±feet Buried Brick and Gravel %±to 5±feet SP-SM Sand with Silt Dark Brown, Possible Fill -Sand with Brown gravel (B-1) SIP Sand Brown, 2±to 5±feet Fine Sand Light Brown The shallow site soils encountered in the field exploration were compared to the mapped Web Soil Proposed Senior Living Facility—Mounds View, Minnesota Kilo Project 25-2066—December 30,2025 Page 4 of 9 Survey prepared by the Natural Resources Conservation Service. This service has mapped soil properties for 95% of the United States. At this location, the mapped soils consist of the Urban land- Lino complex. This stratum consists of approximately 87%to 96%sand-sized particles in the upper soil profile. These soils are consistent with the materials encountered during this field exploration. These soils are considered "poor" materials for construction reclamation and "somewhat limited" for dwellings without basements. It should be noted that the underlying soil sampling for this database was primarily for agricultural purposes, and only covers the approximate upper eighty inches of the soil profile. Soils are not homogenous and may change both vertically and laterally between the boring locations. Clear separation between strata may not be observed in the field, with gradual transitions between soil types encountered. The general soil description above is generalized for convenience. Full details regarding the soils encountered during this exploration are included in the boring logs in the appendix of this report, including soil descriptions, penetration resistances, moisture contents, and completed laboratory testing to define soil engineering properties. Water level observations are only valid for the time and locations sampled and may vary substantially with time. The samples not altered by laboratory testing will be stored for 30 days from the date of this report then disposed of unless retention is requested by the client. Storage fees for soils retained beyond 30 days may apply. CONSTRUCTION RECOMMENDATIONS Foundation Bearing Capacity Testing Dynamic Cone Penetrometer (DCP)Testing was completed to depths of 30 inches below grades. Then, a three-inch diameter solid-stem power auger boring was attempted to target depths of 60 inches below existing site grades to recover soil samples. Auger refusal was encountered in borings B-1, B-2, and B-3 at 2 feet on buried brick and cobbles. The number of hammer blows required to drive the DCP two inches into the subgrade were recorded for the full testing depth and are included in the appendix of this report. DCP testing included correlated bearing capacities of 700 psf to 2,000 psf in each of the borings within the proposed building and pavement areas. The correlated bearing capacities generally increased with depth. The top one foot of the subgrade is ignored in reported capacities due to probable disturbance during construction and frost action during the lifetime of the structure. Each of the tests terminated in suitable soils. Localized areas of soft or loose material can be remediated using moisture conditioning and compaction, as described below. Some of the near-surface soils have been disturbed as part of the findings in the first three borings of the site, including areas that have been previously graded and near existing site utilities. Existing utilities that are not planned to be part of the proposed development should be properly sealed and removed from the site. "Undocumented Fills" are soils that have been previously disturbed by man- made activities and have an unknown or undocumented history of compaction as part of the previous site disturbance. These materials can be highly variable in material composition and compaction quality. Due to this unknown condition, these soils should be either removed and replaced with engineered fill Undocumented fill soils below foundation elements should be removed and replaced by engineered fill prior to foundation construction. The materials should be evaluated by a qualified special inspections firm at the time of construction. Proposed Senior Living Facility—Mounds View, Minnesota Kilo Project 25-2066—December 30,2025 Page 5 of 9 In general,prior to placement of new engineered fill soils to modify site grades,the existing soils containing organics and the vegetative root mat should be removed from within and 10 feet beyond the proposed building footprint and pavement areas. Roots larger than one inch in diameter should be removed from the subgrade. Areas with visible debris larger than three inches in diameter such as the bricks encountered in the northern portion of the site should be removed. Then, the upper twelve inches of the existing subgrade should be compacted in place. Granular subgrades should be compacted to a minimum relative compaction of 95% using a smooth-drum vibratory roller with a minimum weight of ten tons. Then, the placement of new engineered fill to achieve design site grades can be placed as described below. Based on an anticipated first-level finished floor elevation of 914± feet MSL, nominal amounts of newly placed fill are anticipated in the building area. Newly placed engineered fill required to establish site grades should consist of mineral soils and should be free of organics, frozen soils, ice, debris in excess of three inches, and other deleterious materials. The existing onsite surficial organic soils are not suitable for this purpose due to the presence of organics. Predominantly silt soils are not recommended for use as engineered fill due to concerns with moisture control and material workability. Due to the underlying sand soils, predominantly clay soils are not recommended for mass grading fill due to the risk of ponding water in the fill above the higher permeability sand with silt soils below. Imported fill should consist of granular soils with a maximum of 12% of the material passing the #200 sieve. A qualified special inspections firm or accredited soil engineering laboratory should test the proposed import soils for gradation or plasticity characteristics as appropriate prior to import. Approved soil imports should be tested for optimum moisture content and maximum laboratory dry density in accordance with the Standard Proctor,ASTM D698. Depending on the proposed use of the newly placed engineered fill, the soils should be compacted to the relative densities noted in the table below. Newly placed engineered fill should be placed in thin lifts, moisture conditioned, and adequately compacted prior to new fill placement or final surface cover. The fill soils should be within two percentage points of the optimum moisture content as determined by ASTM D698, Standard Proctor. The fill soils should be placed in horizontal lifts, not parallel to existing slopes. The fill soils should be placed in loose lifts no thicker than 12 inches if full-size compaction equipment with a weight of ten tons or more is utilized. Thinner lifts on the order of 6 inches should be used for lighter weight equipment. Testing of the compacted fills should be completed either with additional DCP testing or with nuclear moisture-density testing and comparison to laboratory maximum densities for quality control by a qualified special inspections agency. The foundations for the proposed Senior Living Facility are anticipated to generally consist of interior column foundations and exterior wall loads. Foundations should bear a minimum of 42 inches below the lowest exterior grades in permanently heated structures such as the proposed residence. Foundations for unheated structures, such as infrequently inhabited cabins or outbuildings, should bear a minimum of 60 inches below the lowest exterior grades. The bearing capacity of the foundations should be assumed to be a code-minimum allowable bearing pressure of 1,500 pounds per square foot unless additional testing is completed at the time of construction. Given the proposed construction,the foundation size is likely to be limited by the recommended minimum foundation size of 30 inches for square column foundations and 18 inches for continuous wall foundations rather than the allowable soil bearing pressure. To achieve the noted bearing pressure of 1,500 pounds per square foot, moisture conditioning and compaction of the soil subgrade will be required as noted in this report prior to and during new engineered fill placement. Proposed Senior Living Facility—Mounds View, Minnesota Kilo Project 25-2066—December 30,2025 Page 6 of 9 While it may be possible to generate higher soil bearing pressures, more intensive analyses, including SPT borings, laboratory testing, and settlement analyses would be required to determine the allowable bearing pressure given allowable settlement tolerances. Correlated bearing capacities of up to 2,000 pounds per square foot were observed at depths of 22 inches or deeper in this exploration, and these bearing pressures can be improved by compacting the sand soils during construction. No elevation data was captured by Kilo during the field exploration, and none was authorized in the scope of services. Stormwater Management Recommendations As sites are developed, the construction of man-made impervious features such as pavements and building roofs reduce the capacity of a site to infiltrate stormwater into the subgrade and increases the peak runoff generated by a given land area in a given storm. As a result of the increase in impervious area, more of the stormwater volume becomes runoff instead of infiltrating into the ground. With this increase in impervious area, contaminants such as salts, sediment, and debris can be carried by the runoff and eventually pollute lakes, streams, and rivers. In order to reduce the risks of this problem, the Minnesota Pollution Control Agency requires on-site storage, infiltration, and treatment of stormwater as part of the Stormwater Permit prior to discharge off-site. This is typically through the use of stormwater management ponds, below-grade storage, or as part of a capture and beneficial reuse process. No design plans were provided to Kilo for stormwater management areas at the time of this report. This report is based on the soil types generally encountered on site, and additional exploration may be necessary once stormwater feature locations are available. HYDROLOGIC DESIGN INFILTRATION SOIL TEXTURES USCS SOIL TYPES SOIL GROUP RATE(IN/HR) 1.63 Gravel GW—Well-Graded Gravel Sandy Gravel GP - Poorly-Graded Gravel Silty Gravel GM —Silty Gravel A 1.63 Gravelly Sands SW—Well-graded Gravelly Sands Sand SW— Uniformly Graded Sands Sand SP—Gap-graded or poorly graded Sands 0.8 Loamy Sand SP-SM—Sand with Silt Sandy Loam SP-SC—Sand with Clay 0.45 SM —Silty Sands, Silty Gravelly Sands B 0.3 Loam MH — Micaceous Silts Silt Loam C 0.2 Sandy Clay Loam ML—Silts, Very Fine Sands, Silty or Clayey Fine Sands GC—Clayey Gravel, Clayey Sandy Gravel Clay Loam SC—Clayey Sands, Clayey Gravelly Sands Silty Clay Loam CL— Low-Plasticity Clays, Sandy or Silty Clays D 0.06 Sandy Clay OL—Organic Silts and Clays of Low Plasticity Silty Clay CH — High-Plasticity Clays Clay OH —Organic Silts and Clays of High Plasticity Proposed Senior Living Facility—Mounds View, Minnesota Kilo Project 25-2066—December 30,2025 Page 7 of 9 The soils types encountered on the site are bolded in the table above for reference. Based on the soil types observed in the recovered soil samples, the soils above the testing elevation have the suitable infiltration capacity for the construction of an infiltration stormwater feature, based on shallow feature depths. No groundwater was observed in the borings, but is anticipated near the wetland elevation of 908± feet MSL. No changes in soil colorization representative of seasonal high groundwater levels were observed above this depth. Given these observations, no "confining layer" due to high groundwater was present within the upper 6± feet of the soil profile. The design infiltration rate of 0.80 inches per hour for Sand or Sand with Silt should be used for the design infiltration rates for the stormwater management areas with a bottom of feature within of 3±feet of the existing site grades to maintain code-required separation above confining layers. In order to construct an infiltration stormwater feature, any soils that would be classified as organics, cobbles, boulders, silty sand, clayey sand, or sandy clay should be removed from the proposed stormwater feature area and used in other locations on site or disposed of offsite. Then, the upper 12 inches of the poorly graded sand subgrade should be scarified and left in an uncompacted state. The area should be protected from construction traffic after the scarification. The site should be graded to direct stormwater runoff to the at-grade feature or a storm sewer collection system may be appropriate. The feature should be protected to minimize erosion upstream of the feature and sediment deposition in the feature, which will negatively impact infiltration rates. This protection can be accomplished using velocity dissipators, rip-rap linings, or other means. Kilo understands the majority of the site will include stormwater collection systems discharging into the proposed stormwater system directly. Periodic maintenance to remove accumulated fines material from the base of the feature should be anticipated during the lifetime of the infiltration feature. It should be noted that the infiltration rates above may be used without site-specific infiltration testing, but higher rates may be feasible to achieve with on-site double-ring infiltration testing. The stormwater areas will require sizing and locating based on-site constraints. The only limiting factor on the bottom of feature elevation is maintaining a three-foot separation from the confining layer level, which is anticipated to be near 6±feet below existing site grades during the site testing. The depth of the feature will be limited by the 48-hour drawdown depth (38.4 inches, based on 0.80 in/hr infiltration). The storage volume of the feature will be dependent on the design storm calculations, new building and impervious areas, and the lateral extents of the feature. Determining this storage volume will depend on the project design storm required by the MPCA, which is typically either the 2- year, 5-year, or 10-year design storm. Determination of the required design storm was beyond the authorized scope of this report. It should be noted that the authorized scope of work did not include infiltration testing to determine infiltration rates above those specified in the Minnesota Stormwater Design Manual. The scope of services did not include HydroCAD modeling of the site to determine runoff volumes. This should be completed by others after the proposed site plan has been completed for impervious area calculations. Erosion Control Recommendations Two main methods are utilized to control erosion both during construction and during the operations phases of a project — velocity dissipation and surficial armoring. These methods can be utilized separately or in tandem and may require stabilization measures along multiple points along existing Proposed Senior Living Facility—Mounds View, Minnesota Kilo Project 25-2066—December 30,2025 Page 8 of 9 slopes, including outside the bounds of this project. Without erosion control measures, surficial runoff can range from sheet flow to rills, gullies, and gulches, creating channelized flow for larger erosion events over time. Velocity dissipation of stormwater runoff becomes important as flow rates increase from development. Prior to development, many surfaces absorb portions of precipitation through infiltration and have shallower slopes, reducing runoff velocity. As sites are developed, new impervious surfaces are introduced that do not infiltrate precipitation and also reduce the time to peak runoff flows. As a result, higher total runoff volumes and faster flow rates generate higher erosion potential of the subgrade downstream of developed areas. To mitigate this risk, velocity control measures such as silt fences, settling ponds, berms, rip-rap outlets, and other controls can be utilized to slow the flow of runoff leaving developed areas and reduce the erosion caused by such runoff. The intent of velocity dissipation is to reduce peak flow velocities and reduce the erosion potential of a given runoff volume. In addition to velocity dissipation, surficial armoring can be used in high-flow or high-velocity areas to reduce the erosion of a soil subgrade. Surficial armoring is utilizing surface features to "cover"the soils from being eroded, and can consist of new or increased vegetation density, erosion control blankets, turf mats, and other surface cover features. Another alternative is using V-shaped concrete or rip-rap channels at planned stormwater outlets or along existing slopes to create channelized flow and minimize the surficial sheet flows. In order to utilize these armored channels, civil planning, including stormwater flow rates, collection systems, and dissipation systems have to be evaluated to locate and size the channel structures. Providing site-specific, design-level erosion control details was beyond the authorized scope of Kilo's services. The recommendations noted above are not intended to be an exhaustive list, and the specific site conditions and erosion potential should be evaluated by the site civil engineer for the project. REPORT LIMITATIONS The recommendations submitted are based on the project information provided by the client, the subsurface information acquired during the field exploration, and Kilo's engineering experience with similar projects. If project details were to change, including the type of construction or location of features, Kilo should be contacted to verify the validity of these recommendations. If changes do not occur without Kilo having the opportunity to review the changes and revise their recommendations accordingly, Kilo accepts no responsibility for the impact of changes on the project. The geotechnical engineer has endeavored to adhere to generally accepted professional geotechnical engineering practices in the local area with the findings, recommendations, specifications, or professional advice contained in this report. No other warranties are implied or expressed. This report is based on the recommendations contained herein being incorporated into the project plans and specifications, and that adequate construction quality control measures are utilized. This report may be used only by the client, their design team, and only for the purposes stated, within three years from its issuance. Land use, site conditions (both on site and off site) or other factors may change over time, and additional work may be required with the passage of time. Any party other than Proposed Senior Living Facility—Mounds View, Minnesota Kilo Project 25-2066—December 30,2025 Page 9 of 9 the client who wishes to use this report shall notify Kilo of such intended use. Based on the intended use of the report, Kilo may require that additional work be performed and that an updated report be issued. Non-compliance with any of these requirements by the client or anyone else will release Kilo from any liability resulting from the use of this report by any unauthorized party. Appendices: Site Vicinity Plan Boring Location Plan DCP Test Data Geotechnical General Notes 1! Yi*.'�+ �•��. , `' ' `:- 'fir - f- 1�.7 •.STD - -.:i. � •mot ttN•a / � �t..f ' vewk pR 1.1 .A - •ry ,A V_ 33• '� _ ';4 _ �� ��• ,1r t• � 1 ijjr•LL[[.��'Y"* ..s_.f-- - � _ r+ � .'�'.•L, .1 ,Y' �fR-: � •��•.�7.r = 1 CL ![r ___ �(•. `� 1+ ��.•�i � r ' .C•ZJ �S.•- _• it ••✓�- zt .vr•y`.-' s u k�_ „.z1IT-" *^ •y'�j 14?-rs V y•3 T�t'uira3r.- .�.r.�Tr'rZt�.r'•'a ,r^�!,r` � as;• • - ram- , 1•�•• -.•'f i• Yam• or i _ �•r• . .....� � , v � �mot. _ ILK r.f`.^ ia.{E � �• �� .. � .ice I oF dD • i 1• � f • • • Ln ro Ln � 1 1 ♦ ' 1 • y \ �� Ln • xLn .. T � • 1 e •40 , • 1 1 • m • • • n 1 � � m M m 1 Ln MI W ♦ m i r, co CL _0c: v O � 4-J o m O U � O ROM � � v U - o -0 o o - - - - - � Q0 � � o I II JtoC .- U) N o N �+ ,) N � -0 r- 0-0 � v r- o I N 0 Iq — eJ I c� -0 +' E O z _0 +-1 Q cn Z I l0 a u T u � U L L 20' MG SETBACK • �k z z w Lf) _ a-- �--• �--+ �--• �-- a--• �--• N N 0 N cn N N N N cn O rn 00 (7 N N 'aN Ln -Lon N N N -Lon r-I r-I N ri N M m M m C N � O Q) U N N M m N m a) ~ H p - crf r-I .-I N N r-I N U CD _ _0 N Om r- O f V M r-I N R' - U bn C O -0 m } M N Lr) N rI N '� Z5 tD 0 N t N w 'cn N N M r-I N Ln i r-I m M r-I N N r-I a) o Ln m N rI uNi N N Q Ln fV r-I ri O —i w W OC w O 0 Ln H CL i a YN O N m � O —1 O U \ i Z 2 a Q ° o �o N U rI o rI r v a0i Y o o v Ln Ln ° p `^ v O M I- CD CD ca O v bA T T 4- 0 0 N C N O 0 0 0 0 0 0 N p O + = Ln m -p O N o 0- � r- n t\ n u Il o 00 U •- i w 0 C N _0 C --I � N v 00 000 � 'T Ln � m o o > J (9 r� O 00 00 00 00 00 U T O J O N 0 0 0 0 0 by +' L 0 b0 N rV N N N N Q C U Q v aA m N o > m rn rri rM rr) m M (J 'E m V) N J rn rn rn rn rn rn a m OD N O -0 � t\ � � V Q p 00 c r I m �D N r-I O r p O N 00 lD ::I- N Q m r-I l O .2 02 p (Z tD I'D �D t.D (�D Ln N U . D 0 0 0 0 0 0 0 ruLn Ln Ln Ln Ln Lri Ln Ln GJ V) O U O V)tao V) i rj Q b0 v U1 m bD U O ^ U1 U U -0 CO O D -p U p .- N 7 0 U Q i CL w Q N c ^ — C O O N N U u J d 01 O O O U �,._�. i. O V) bA L 0 - 0- 0- T - ) Ori- Z O a r c a U O .� p z a) ° a U N V) C v LI) bA vU N w NvUi C z Z w w v°i v°i v°i v°i m v Q ~ + r-I N 1 m 17 1 In I I-D I� 00 aNi O In ::a � U r1 GENERAL NOTES DRILLING&SAMPLING SYMBOLS: SS: Spirt Spoon-1-'1i I.D.,2'O.D.,unless otherwise noted HS: Hollow Stem Auger ST. Thin-Walled Tube-2 O.D.,3'O.D.,unless otherwise noted PA. Power Auger(Solid Stem) RS. Ring Sampier-2-42'I.D.,3'O.D.,unless otherwise noted HA: Hand Auger DB. Diamond Bit Coring-4',N.8 RB. Rock Bit BS: Buk Sample or Auger Sample WB Wash Boring or Mud Rotary The number of blows required to advance a standard 24nch O.D. sot t-spoon sampler (SS) the last 12 inches of the total 184nch penetration wwth a'40-pound hammer falling 30 Inches Is considered the*Standard Penetmtlon'or TI-value' WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS. While Sampling BCR: Before Casing Removal WCI: Wet Cave In WO: While Driling ACR: Alter Casing Removal DCI: Dry Cave in AS. After Boring NIE: Not Enoountered Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils,the indicated levels may reflect the location of groundwater. In low permeability soils,the accurate delerminabon of Wioundwaller levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION:Soil classification is based on the Unified Sal Classfocatlon System. Coarse Grained Soils have more than 50%of Mir dry weight retained on a#200 sieve;their principal dosrrlptors are:boulders,cobbles,gravel or sand. Fine Grained Soils have less then 50%of their dry weight retained on a#200 sleve;they are principally described as days if they are plastic, and silts If they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added acGxdirig to the relative proportions based on grain size. In addition to gradation,coarse-grained sale are dented on the bans of thew "aoe relative density and fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS Unconfined Standard Penetration Standard Penetration Compressive or N-vaius(SS) Consistency or N-value(SS) Relative Density Strenath,Ou.cast BlowslR. Blowa/Ft. <500 0.1 Very Soft 0-3 Very Loose 500-1,000 2-4 Soft 4-9 Loose 1,000-2.000 4-8 Medium Stiff 10-29 Medium Dense 2.000--4,Ot)D 8-15 Stiff 30-50 Dense 4.000 -8.000 15-30 Very Stiff >50 Very Dense 8,000+ >30 Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term(s) Percent of Mailer Component Particle Size of other constituents Dry Welaht of Sample Trace <15 Boulders Over 12 in.(300mm) With 15-29 Cobbles 12 In.to 3 in.(300mm to 75mrn) Modifier a 30 Gravel 3 in.to#4 sieve(75mm to 4.75mm) Sand #4 to#200 sieve(4.75 to 0.075mrn) Sill or Clay Passing#200 Sieve(0.0T51nr-I RELATIVE PROPORTIONS OF FINES PLASTICITY DESCRIPTION Descriptive Terms) Percent of Term Plasticity of other constituents Dry Weloht jr� Trace <5 Nwrolaslx, 0 With 5-12 Low 1-10 Modifier >12 Medum 11-30 High >30 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Aaalgnrtg Group&'~a and Group Names Using Laboratory Texts' Sod ClueHlcatbn Group Symbol Group Name Coarse Grained S0419 Gravels Clean Gravels Cli 2♦and 1 T.OC S3' GW well-graded gravel More than 50%retained More than 50%of coarse Law than 5%Anse- Ou<♦andlor 1>Oc>Y GP Poorly graded gravel fraceon retained on -- --- n No.200 aiave No.♦suave Gravefa wah F,nes More FWM classify a9 MiL or MH GM s,iy gravel than 12%+nee fines classify as CL or CH GC Clayey gravel Sands Clean sends Cu 6 and 1 s Cc s 31 SW Well-graded sand 50%or more of coarse Less.than 5%fines- CL<6 BMW 1>OC>3' SP Poorly graded send hecaon passes No.♦aim Spa win Fyn f3ries classify as Ml or MH SM Sdty send'" More than 12%Men" Firm Gasa'y as CL or CH SC Clayey Banc" Firte-G►alned Sole Sets and Clays merge PI>7 and protS on or above'A'Ina' CL Lean day, • 50%or more passes the Liquid lift less than 50 PI c♦or plots below'A'NrW ML Sr No.200 slave organic Liquid Nmd-oven dried n, c 0.75 OL Orga :clay' IiWid Nml1-not O'lad Organic ae—' Sets and Gaye inorganic PI plots on or above'A'line CH Fat clay' Liquid We 50 or more PI blots bebw'A'line MH EteaeC S111" organic Lquid Nmft-oven dned Organic clay` c 0.75 OM Liquid NmN-not&,ad organ:sill' ` Holy organic socis Prananly organic maser,dark in color,and organic odor PT Peet 'Based on the material passing the 34n.(75-mn)owe '11 fines are organ:,add'with organic fries'to group name. It field itemple corrained cobbles or boulders,or both,add'with cobbles ' N eon contains z 16%gravel,add`with gravel'to group name. or boulders,or bah'to group name. 'N Anerberg limits plot in shaded area,soil is a CL-ML,silty day. Gravels mist 5 to 12%fries require dual symbols: GW-GM well-graded "N eon oontans 15 a 2g%plus No.200,add'two sand of lvith gravel with sk GW-GC wa&Vaded gravel with day.GP-GM poorly gfBVel-'vvhkhaver is predominant graded gravel with ail.GP-GC poorly graded gravel with day. L if WA_ aa lo %ate toWoup 30%plus No.200 predominantly sand.add Sle with 5 12%tines nequre dual syn+bda: SW-SM war-graded name. said with sit,SW-SC well-graded sand with day.SP-SM poorty graded said with sit,SP-SC poorly graded sand with clay 11 eon contains z r plus No.200,predorninerttly gravel,add 'bravai�'to group nkame. Cu=OwlD,a Cc= (Div) wPl 2♦and pots on or above'A'be. D,o x Dw °PI<1 or plots below'A'line. If soil contains 2 I S%Bard-add"with sand to group name. 'PI plots an or above'A'line. 'fifes desedy as CL-ML,use dual symbol GC-GM,or SC-SM. °PI plots bob*'A'line. so For clasaMleatlon of Itne-grained soils and lit"neined fraction ' 00 of,caar"rained wills �Tp SQUO n d•A' Iry AS Horizontal at Ptol to LL-M.5. xW 40 ewnPI.473(LL•20) • �l` p Equation d V trove � �d Z velioal fill LL-1600,7, 30 than PI.O a(LLB /If U 23 MIN or ON 10 J 7 --- ♦ ML or OL 0 ' 0 tb I6 20 30 40 5U so 70 80 90 100 110 LIOUID UM1T(ILL) K lo-i VxGTxRRRTxG Item No: 08B SAT Meeting Date: May 11, 2026 MUU-NDS VIE Type of Business: CB Administrator Review: NA City of Mounds View Staff Report To: Mounds View Planning Commission From: Evan Monson, AICP, Stantec, City Planner Item Title/Subject: Zoning Code Amendment Applicant: Heidi Schroeder Request: Ordinance 1064 Amending the Zoning Ordinance Regarding Height of Attached Accessory Structures Introduction The city's Zoning Code (Chapter 160 of the city code) regulates development within the city. The code establishes different requirements based on zones, as well as whether a structure is the main or primary building on a lot (referred to as the principal structure) or if it is an accessory structure. Requirements for an accessory structure and a principal structure can vary. Note that staff will use the terms `building' and `structure' interchangeably in this report. The city's current code requirements establish height limitations for principal structures located in the R-1, R-2, R-3, and R-5 zones of "...two and one-half stories or 45 feet."per Section 160.056(C)(1). Accessory structures are limited to a height of 18 feet or that of the principal structure, whichever is less. This is listed in Sections 160.056(C)(6) and 160.087(A)(2) of the code. Section 160.087(A)(2), which covers requirements of accessory uses in the R-1 zoning district, more specifically states that "Accessory buildings shall not exceed 18 feet or that of the principal structure, whichever is less, in height...". The applicant owns the property at 8150 Eastwood Road. They are working on an expansion of the existing garage that is attached to their single story house. The project would expand the one stall garage into two stalls, and would add living space above the parking space. The garage would be a height of approximately 26 feet. Upon submittal of plans for a building permit for their project, staff notified the applicant that their project would result in an accessory structure that is exceeding the height requirements of the R-1 zone, as the existing house is only 18 feet tall. The applicant had the option to request a variance, or to request an amendment to the code requirements. Given the standards for granting a variance, and issues staff has found with the current code language as-is, the applicant is requesting an amendment to the Zoning Code, to allow attached accessory structures to be treated to the same height requirements appliable to a principal structure. A request to amend the text of the code is considered a `legislative request', as the city is reviewing and setting the regulatory standards by which development will have to adhere to. Sections 160.450 and 160.451 outlines the process to review an amendment to the city's Zoning Code. Such a request is reviewed by the Planning Commission, and approved or denied by the City Council. Ordinances require two readings before the City Council. The Planning Commission was scheduled to hold a public hearing and review of the request at their 5/6/2026 meeting. Planning Commission Staff Report 5/11/2026—Zoning Code Amendment City of Mounds View Page 2 Evaluation Comprehensive Plan The city's 2040 Comprehensive Plan serves as a high-level guide for future development in the community. Since a comprehensive plan is a `high-level' look at development, a comprehensive plan typically does not delve into the specifics of accessory structures. That being said, a community's plan can provide support or guidance on how new development or redevelopment impacts the community. The Implementation Chapter (Chapter 7 of the city's 2040 Plan) includes the goals and policies the city is working to implement in both the short term and long term. Some of the goals and policies that would support the applicant's proposed change to the height requirements for attached accessory structures are: • Housing Policy Goal #2: Maintain the residential character of Mounds View o Housing Policy Goal #2, Policy#1: Preserve single-family neighborhoods. • Housing Policy Goal #3: Support a mix of housing types reflective of the needs and desires of the community. Zoning Code The zoning code establishes development standards, including height limits for accessory buildings. Communities typically regulate accessory structures differently depending on whether they are attached or detached from the principal structure, or they may apply the same standards to both. In residential areas, this affects garages, sheds, and similar structures. These requirements are intended to manage neighborhood built form and reflect that accessory structures are incidental or subordinate to the principal use. Some communities treat attached accessory structures as part of the principal building, applying the same height and setback standards as the house. Because attached garages (and living or storage spaces above them) are now common for single-family housing, applying separate standards can be unnecessarily complex. As a result, it may no longer be necessary to limit the height of attached garages in the same manner as sheds, greenhouses, and detached garages. For Mounds View, requirements for accessory buildings apply to garages, carports, tool houses, and sheds. The same requirements currently apply whether the building is attached or detached from the principal building on the site. As noted previously, Section 160.087(A)(2) states that "Accessory buildings shall not exceed 18 feet or that of the principal structure, whichever is less, in height...". Section 160.028(A) states that: "An accessory building shall be considered an integral part of the principal building if it is connected to the principal building by a covered passageway."Based on Section 160.028, it would make sense to have an attached accessory structure follow the same requirements (height, setbacks, etc.) as a principal structure. It would also make sense for detached accessory structures to adhere to different standards, as they are not `an integral part'of the principal building. To provide a look at some nearby examples, staff reviewed the requirements of the communities abutting the city (see Table 1). Arden Hills and Blaine have the same requirements applying to accessory structures, whether they are attached or detached. Arden Hills has similar requirements to Mounds View, whereas Blaine limits the height to the height of the house. New Brighton differentiates between "minor" accessory structures (a structure with a floor area under 200 square feet in size) and "major" accessory structures. Shoreview and Spring Lake Park The Mounds View Vision A Thriving Desirable Community Planning Commission Staff Report 5/11/2026—Zoning Code Amendment City of Mounds View Page 3 have established different requirements based on whether an accessory structure is attached or detached from the principal structure. Table 1:Comparison of requirements in residential zones in neighboring cities. Height requirements for Height requirements Height requirements for City accessory structures - for accessory principal structures attached structures - detached "...shall not exceed fifteen feet in height or the height Arden Hills of the principal structure to which it is accessory, 35 feet whichever is lower" No accessory building shall exceed the height of the principal building except in the agriculture zoning 2'/z stories or 30 feet; or Blaine district. 2'/z stories or 35 feet Garage/accessory building doors shall not exceed ten (maximum varies by zone) feet in height. Minor accessory buildings are limited to a height of 15'. Lesser of 2.5 stories or 30 New Brighton Major Accessory buildings and detached garages feet shall match or compliment the existing primary residential structure in height and materials. Height of sidewalls cannot exceed ten feet. Maximum height: 18 feet as measured from the Same as house/principal highest roof peak to the Shoreview structure lowest finished grade; 35 feet however, in no case shall the heights of the accessory building exceed the height of the dwelling unit. Buildings or parts of No part of a detached Spring Lake buildings used for garages, accessory building shall 35 feet or three stories, Park sheds, and agricultural exceed 15 feet above whichever is greater buildings shall not exceed ... one story in height. grade. The Mounds View Vision A Thriving Desirable Community Planning Commission Staff Report 5/11/2026—Zoning Code Amendment City of Mounds View Page 4 Options Amend— treat attached accessory structures same as principal structures This is the request of the applicant. This would be the easiest for staff to administer when reviewing plans — if the structure is attached it is treated the same as the house in terms of how tall it can be. This would also give more flexibility to property owners who are looking to add onto or redevelop their homes. This type of change would appear to meet the intent of the existing code; as previously noted Section 160.028(A) states that: "An accessory building shall be considered an integral part of the principal building if it is connected to the principal building by a covered passageway."Detached accessory structures would still be limited in height, as they are under today's code. An example of potential language for the code would be: Accessory structures that are attached to a principal structure shall adhere to the same height requirements applicable to a principal structure. Detached accessory structures shall be limited to a maximum height of 18 feet or the height of the principal structure,whichever is less. t Figure 1(above):Example of a house in Mounds View with attached garage and living space above the garage.Figure 2(below): Example of a house with a tuck-under garage.Images courtesy of the Ramsey County Assessor. 'iTM1 ■ _ The Mounds View Vision A Thriving Desirable Community Planning Commission Staff Report 5/11/2026—Zoning Code Amendment City of Mounds View Page 5 • 'fir-�- - �'t' �A�7 :-�-`-Wwr:�•dr1Gf►�^� ��il: u�,1.... -.:7�'. _ Figure 3:Applicant's house,per Ramsey County Assessor. MEM �•� ® ® i i F LEFT ELE'✓ATiON �• REAR ELL=VATION w•-I'•m Np1En"rive a�+Dxo "O�n���L 'mow sM �A.`+�m ° L�.EL�wur emRr<r�w rm�€ � ]� LE�£L RDH WHIN.L.IPA �!7:=1___�F�kE�I_:��i— onwae win r-iw - n• .Rf•R�.F+v rv�• ❑ •0@LRD JI0CLR MiD9. _�___'� rc[6q�uW�__+ ��MlCls •ndlNplm:l flli GDinR�MGCa 4Y Y •YW2 6Tr0 u1HE M1CYM MYKE YDtG •MIelQlrsl l/t lPwrrt�. - D•ne+mam .naaLLD«w nen•+ert wr a•C 1aiF.R rpn LM>OfY. rom-e• uw•eD cwce - - Li �_ _ _ _ _ _— �b.YO DN qa smue oµ DR FRONT ELEVATION -- YlO WFl 44Wi �MMaf DOLw!�WILYI� ]00]Ofr YGCND Lf'F1 DCPm 61!•!1'IIC�MaI�d ���/awleDl 61YL[0 9�y� oma W oRY�N�O�OdrtD if36[ Figure 4:Excerpt of applicant's plans for replacing attached garage. The Mounds View Vision A Thriving Desirable Community Planning Commission Staff Report 5/11/2026—Zoning Code Amendment City of Mounds View Page 6 Amend—increase height allowed for accessory structures when they are attached This could balance any concerns with built form of development. In the case of our applicant, the change would need to allow an attached structure to be taller than the house. An example would be: Accessory structures that are attached to the principal structure shall be limited to a maximum height of 30 feet. The concern from staff under this scenario would be how to treat space above an attached garage that is not garage space. Would this space be considered, for the purposes of this height requirement, part of the accessory structure, and therefore limited in height? If the space above a garage is not accessible from the house (meaning one must be in the garage to access the space)should it be limited in height? Keep code as-is Denying the requested amendment would result in the applicant needing a variance for their proposed project. Variances must meet the criteria in Section 160.466. The threshold for approving a variance can be difficult to meet, especially a variance to exceed height requirements. Criteria: The zoning code lists criteria for the city to consider when reviewing an amendment to the zoning code, per Section 160.450(E). These are listed below in italics, with comments from staff following: (1) Relationship to Municipal Comprehensive Plan; The 2040 Plan does not explicitly discuss accessory structures. The following goals and policies in the Plan would appear to support a change to the requirements or standards for accessory structures: Housing Policy Goal #2: Maintain the residential character of Mounds View. Housing Policy Goal #2, Policy #1: Preserve single-family neighborhoods. Housing Policy Goal#3: Support a mix of housing types reflective of the needs and desires of the community. (2) The geographical area involved; The proposed changes would apply to single-family residential zones of the city. This would include the R-1, R-2, R-3, as well as the R-4 zone. Such a change would give property owners more flexibility in designing additions and changes to their homes, while still limiting built form to the same height requirements of a house. (3) Whether the use will tend to or actually depreciate the area in which it is proposed; There is no evidence on how the proposed amendment would impact property values. (4) The character of the surrounding area; and The city already has instances of tuck-under garages or split level homes, though few examples of an attached garage being taller than the house. The proposed amendment would give property owners more flexibility in designing additions and changes to their homes, while still limiting built form to the same height requirements of a house. (5) The demonstrated need for the use. The Mounds View'vi�iun A Thriving Desirable Community Planning Commission Staff Report 5/11/2026—Zoning Code Amendment City of Mounds View Page 7 The city has received inquiries about development at heights taller than currently allowed, demonstrating a demand for the proposed amendment. The current zoning code already considers attached accessory structures `integral parts'of the principal structure, therefore supporting the proposed amendment. Comments The city's Building Official provided the following comments: "The 18' max height (or match of principal) [appears to have been] intended for detached accessory structures.And that an attached garage was not subject to the 18' (or principal structure match) limit since it was `an integral part of the principal building' per ordinance. Basically, meaning as long as it was attached to the house it was only limited to the 45' max height of an R1 structure." "[The space above the garage] would still not be connected to the house (principal structure). Meaning you would still have to exit the home - into the garage first - to access the space. I explained to her that since it is not connected directly to the existing habitable space and `thermal envelope' of the home itself — [the] Building Code still just considers it part of the accessory structure." The Planning Commission was scheduled to hold a public hearing and review of the request at their 5/6/2026 meeting, after the deadline to post the City Council packet. Review Period The application was deemed complete on April 16, 2026. The 60-day deadline for final action by the City Council is set to end on June 15, 2026. Options The Planning Commission has the following options with this request: 1. Recommend the City Council approve the request, with findings. 2. Recommend the City Council deny the request, with findings for denial. 3. Table the request for further review/study. Recommendation Staff recommends approval of an amendment to Sections 160.056(C)(1) and 160.087(A)(2) of the zoning code, allowing the maximum height of accessory structures to be the same maximum height as allowed for principal structures, with the following findings of fact and conditions of approval: (1) The 2040 Plan does not explicitly discuss accessory structures. The following goals and policies in the Plan would appear to support a change to the requirements or standards for accessory structures: Housing Policy Goal #2: Maintain the residential character of Mounds View. Housing Policy Goal #2, Policy #1: Preserve single-family neighborhoods. Housing Policy Goal #3: Support a mix of housing types reflective of the needs and desires of the community. The Mounds View Vision A Thriving Desirable Community Planning Commission Staff Report 5/11/2026—Zoning Code Amendment City of Mounds View Page 8 (2) The proposed changes would apply to single-family residential zones of the city. This would include the R-1, R-2, R-3, as well as the R-4 zone. Such a change would give property owners more flexibility in designing additions and changes to their homes. (3) There is no evidence on how the proposed amendment would impact property values. (4) The city already has instances of tuck-under garages or split level homes, though few examples of an attached garage being taller than the house. The proposed amendment would give property owners more flexibility in designing additions and changes to their homes, while still limiting built form to the same height requirements of a house. (5) The city has received inquiries for development at heights taller than currently allowed, demonstrating a demand for the proposed amendment. The current zoning code already considers attached accessory structures `integral parts' of the principal structure, therefore supporting the proposed amendment. Conditions: (1) Section 160.056(C)(6) shall be amended to include the underlined: "The height of any accessory building or structure shall not exceed 18 feet or that of the principal structure, whichever is less; unless otherwise allowed under this ordinance" (2) Section 160.087(A)(2) shall be amended to include the underlined and removed the 'Accessory structures that are attached to a principal structure shall adhere to the same height requirements applicable to a principal structure. Detached accessory structures shall be limited to a maximum height of 18 feet or the height of the principal structure, whichever is less. Accessory buildings , in h@ight, shall be five feet or more from all lots lines of adjoining lots and shall have a pitch or slope of at least 2-12, but no steeper than 12-12. Rounded, dome or geodesic dome roofs are not allowed on accessory buildings. Accessory buildings 120 square feet or under shall be three feet or more from any other building or structure. Accessory buildings over 200 square feet shall meet the minimum fire separation distance as required by the state's Building Code." Respectfully submitted, Lei, d, Evan Monson, AICP City Planner The Mounds View Vision A Thriving Desirable Community ORDINANCE 1064 CITY OF MOUNDS VIEW COUNTY OF RAMSEY STATE OF MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE REGARDING HEIGHT OF ATTACHED ACCESSORY STRUCTURES The City of Mounds View Ordains: Section 1. Background; authority. 1.01.The City of Mounds View ("City") has adopted a zoning ordinance pursuant to the authority granted by the Municipal Planning Act. M.S. §§ 462.351 to 462.365, inclusive, as they may be amended from time to time. 1.02.Sections 160.450 and 160.451 of the Mounds View Zoning Ordinance detail the process and requirements for amending the zoning ordinance. 1.03.Section 160.028(A) of the code currently states that: "An accessory building shall be considered an integral part of the principal building if it is connected to the principal building by a covered passageway." 1.04.Section 160.056(C)(6) states that "The height of any accessory building or structure shall not exceed 18 feet or that of the principal structure, whichever is less." Section 160.087(A)(2) states that "Accessory buildings shall not exceed 18 feet or that of the principal structure, whichever is less, in height"; Section 2.Amendment Request. 2.01. The property owner of 8150 Eastwood Road, Heidi Schroeder, has submitted an application to the city requesting an amendment to the city's zoning code to allow accessory structures that are attached to be taller in height than currently allowed. 2.02. The proposed request would amend Section 160.056(C)(6) to add the underlined: "The height of any accessory building or structure shall not exceed 18 feet or that of the principal structure, whichever is less; unless otherwise allowed under this ordinance." 2.03 The proposed request would amend Section 160.087(A)(2) to add the underlined and removed the stpiketh F9 inh: "Accessory structures that are attached to a principal structure shall adhere to the same height requirements applicable to a principal structure. Detached accessory structures shall be limited to a maximum height of 18 feet or the height of the principal structure, whichever is less.Accessory buildings shall net ovrood- 18- foot er that of the principal 6tn1G *8 Whinhoaor io l000 in hoight shall be five feet or more from all lots lines of adjoining lots and shall have a pitch or slope of at least 2-12, but no steeper than 12-12. Rounded, dome or geodesic dome roofs are not allowed on accessory buildings. Accessory buildings 120 square feet or under shall be three feet or more from any other building or structure. Accessory buildings over 200 square feet shall meet the minimum fire separation distance as required by the state's Building Code. Section 3. Notice, decision, and findings. 3.01. Having received the request from the applicant to amend the ordinance as described in Section 2, the City published notice of the amendment request in the official newspaper on April 23, 2026, and mailed notice of a public hearing to surrounding property owners within 500 feet. 3.02. A public hearing was held on May 6, 2026, by the Mounds View Planning Commission, and all persons desiring to be heard with reference to the rezoning were heard at said public hearing. The staff report from the City Planner dated 4/28/2026 is hereby incorporated by reference. 3.03. The Mounds View City Council finds and determines that it is in the best interests of the City to amend the ZONING ORDINANCE REGARDING HEIGHT OF ATTACHED ACCESSORY STRUCTURES. 3.04. The Mounds View City Council, after considering the reports of City staff and information at the public hearing, voted to amend the zoning ordinance as shown in Sections 2.02 and 2.03. 3.05. The Mounds View City Council makes the following findings regarding the amendment request: 1. The 2040 Plan does not explicitly discuss accessory structures. The following goals and policies in the Plan would appear to support a change to the requirements or standards for accessory structures: Housing Policy Goal #2: Maintain the residential character of Mounds View. Housing Policy Goal #2, Policy#1: Preserve single-family neighborhoods. Housing Policy Goal #3: Support a mix of housing types reflective of the needs and desires of the community. 2. The proposed changes would apply to single-family residential zones of the city. This would include the R-1, R-2, R-3, as well as the R-4 zone. Such a change would give property owners more flexibility in designing additions and changes to their homes. 3. There is no evidence on how the proposed amendment would impact property values. 4. The city already has instances of tuck-under garages or split level homes, though few examples of an attached garage being taller than the house. The proposed amendment would give property owners more flexibility in designing additions and changes to their homes, while still limiting built form to the same height requirements of a house. 5. The city has received inquiries for development at heights taller than currently allowed, demonstrating a demand for the proposed amendment. The current zoning code already considers attached accessory structures `integral parts' of the principal structure, therefore supporting the proposed amendment. Section 4. This ordinance shall take effect and be in force 30 days from and after its passage and publication, and upon adherence to the conditions of Section 3.06 of this ordinance. Introduction and First Reading by the Mounds View City Council on May 11, 2026. Second Reading and Adoption by the Mounds View City Council on May 25, 2026 Publication Date: May 28, 2026 Zach Lindstrom, Mayor Attest: Nyle Zikmund, City Administrator (SEAL) am seeking an amendment to City Code 160.087 (A)(2) which currently prohibits accessory structures from exceeding 18' in height or the height of the principal structure whether they are attached or detached. Our existing principal structure, our house, is 18' in height and we are seeking to turn our one car garage into a two-car garage with habitable space above. The total height will be approximately 25'. 1 am proposing the height of an accessory structure, when attached, not be restricted to 18' or the height of the principal structure. Instead, an attached accessory structure should be limited to the same height requirements applicable to a house. Given that City Code 160.028(A) already considers attached accessory buildings as integral parts of the principal structure, this change would be consistent with the intent of the city's zoning code. This amendment would benefit myself and others in the community by not restricting the opportunity to expand habitable space. We take pride in our residence and see this expansion as an opportunity to invest in the property and, by extension, the community. We plan to stay in the community long term and the habitable space above will allow for our, and potentially other, growing families to be able to provide additional habitable space without the cost of altering the principal structure. ,I Z, • I • ■ II III Ili I�i Ibl� LIJ ii�h��� ���! ■ICI■i�l�i���i� �I_I, _ e� I �� jl■I■�■I�!�I■I■i► �I\ ��'���i��, � , jl■j�1■I■1�1�1■1� ,jam I J Il\I■I■ ■ 1 i��1 �l I ��' it■��I■��i�lnl■I■I, ,I\ 1 ■ I ---- ull .I■Ii■I■i■1■i■loll i� .i11�A�1... ,, �I■ I. 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CITY OF MOUNDS VIEW RAMSEY COUNTY, MINNESOTA PUBLIC HEARING NOTICE NOTICE IS HEREBY GIVEN that the Mounds View Planning Commission will hold a public hearing on Wednesday, May 6, 2026, at 6:00 PM at the Mounds View City Hall (2401 Mounds View Boulevard, Mounds View, Minnesota, 55112)to consider an ordinance amending the Mounds View Zoning Code on standards relating to the height of accessory structures. The changes are proposed to Section 160.087 of the code. A printed copy of the ordinance is available for inspection during regular business hours at Mounds View City Hall and is available online on the City's website located at www.moundsviewmn.org. Anyone wanting to speak about this matter may be heard at this meeting. If you are unable to attend the meeting, contact City Administrator Nyle Zikmund. City staff will forward any comments to the City Council. If you have any questions about this meeting or if you want to make an appointment to review the proposed amendment, please contact Nyle Zikmund, City Administrator. Phone: (763) 717-4001 Email: nyle.zikmund@moundsviewmn.org Mail: 2401 Mounds View Blvd., Mounds View, MN 55112. Published one time in the Pioneer Press on April 23, 2026.