[PAGE 1] Owatonna Planning Commission Agenda Tuesday, March 12, 2024 5:30 PM **Charles S. Crandall Center at West Hills** 1. Planning Commission Agenda - March 12, 2024 Documents: 03-12-24 PC AGENDA.PDF 2. Roll Call: Meier, Springer-Gasner, Rooks, Eickhoff, Wilson, Peake, Effertz 3. Approve Minutes Of The February 13, 2024 Meeting Documents: 02-13-2024 PC MINUTES.PDF 4. Public Hearings 4.A. Preliminary Plat Of Marthaler Addition Documents: MARTHALER ADDITION PP STAFF REPORT.PDF 5. Downtown Parking Committee Requests 5.A. None 6. 2050 Comprehensive Plan 6.A. None 7. Other Business 7.A. Updates On Previous Items 7.B. February Building Reports Documents: COMPARISON AND CONSTRUCTION REPORT 2024.PDF 8. Next Meeting - April 9, 2024 9. Adjourn [PAGE 2] Owatonna Planning Commission Agenda Tuesday, March 12, 2024 5:30 PM **Charles S. Crandall Center at West Hills** Roll Call: Meier, Springer-Gasner, Rooks, Eickhoff, Wilson, Peake, Effertz 1. Approve minutes of the February 13, 2024 meeting 2. Public Hearings A) Preliminary Plat of Marthaler Addition 3. Downtown Parking Committee Requests A. None 4. 2050 Comprehensive Plan A. None 5. Other Business A. Updates on Previous Items B. February Building Reports 6. Next Meeting – April 9, 2024 7. Adjourn [PAGE 3] DRAFT COPY OWATONNA PLANNING COMMISSION MINUTES FOR FEBRUARY 13, 2024 The Owatonna Planning Commission met in regular session at 5:30 p.m. in the Charles S. Crandall Center – Chambers at City Hall with Chairperson Kelly Rooks conducting the meeting. Present at roll call were Commissioners Mark Meier, Rachel Springer-Gasner, Kelly Rooks, John Eickhoff, and Mark Wilson. Commissioners Dave Effertz and Nick Peake were absent. Community Development Manager Greg Kruschke and Administrative Technician Kristen Kopp were also present. A motion was made by Meier and seconded by Springer-Gasner to approve the minutes of the regular meeting of January 9, 2024. All Commissioners voting Aye, the motion carried. Application CUP-12, which is a request by Ibrahim Hussein to open an Adult Day Care facility on the subject property located at 120 Broadway Street West, was presented by Community Development Manager Greg Kruschke. (Refer to report on file.) As of the time of the report, staff had heard from two neighbors, both asking clarifying questions. One requested her email be included in the packet. He’s spoken with two people since who were just wondering what an adult daycare is. Public hearing opened at 5:34 p.m. Jerry Besser, property owner of 114 Cedar Avenue North, said he’s all for an adult daycare. His concern is that they’ve invested a lot of money in the streetscape and encourage people to stroll, shop, and eat downtown. This area is more retail space and he said he just questioned having an adult daycare in the downtown area. He said it would be better located outside of the downtown area. He said he’s at the age where he might not be too far from needing that kind of service. He said he’s also concerned about traffic on Broadway and asked if they’d be coming and going all day. Kruschke said they’d be coming and going during the hours of operation from 9 a.m. to 3 p.m. Public hearing closed at 5:36 p.m. Springer-Gasner asked if drop offs would just be on Broadway or would they have access off the back alley. Kruschke said they could use both doors. Meier said he thinks 26 cars hit and miss over a certain timeframe probably wouldn’t be noticed too much with the existing traffic down there. He said it would be one thing if there were 26 cars parked all day, but cars just coming and going isn’t a whole lot more added to morning traffic. Eickhoff said he thinks there is definitely a need in the community for this. A motion was made by Eickhoff and seconded by Springer-Gasner to recommend City Council approval of this Conditional Use Permit to allow an Adult Day Care facility at 120 Broadway Street West with the following provisions: 1) The use shall not exceed 26 clients without amending this Conditional Use Permit. 2) All signs shall have sign permits and meet the requirements of the B-3 District. 3) All building code requirements shall be met. All Commissioners voting Aye, the motion carried. A Request by Brent Sherwin to Vacate a Portion of a Utility Easement at 1213 Elm Avenue North was presented by Community Development Manager Greg Kruschke. (Refer to report on file.) He said he’s had a number of comments from neighbors asking for clarifying information. They haven’t heard any concerns with what is being requested. Public hearing opened at 5:39 p.m. No comments were made regarding this request. Public hearing closed at 5:40 p.m. A motion was made by Eickhoff and seconded by Wilson to recommend City Council approval of this vacation of a portion of a utility easement as described in the staff report. All Commissioners voting Aye, the motion carried. VAR -16, which is a request by Trinity Lutheran Church to allow an accessory structure to be constructed in a side yard at 609 Lincoln Avenue South, was presented by Community Development Manager Greg Kruschke. The applicant is proposing a 780 square foot outdoor pavilion structure. The proposed structure [PAGE 4] DRAFT COPY will be part of a larger outdoor courtyard in the Southwest corner of the property. (Refer to report on file.) John Eickhoff abstained from this request due to a potential conflict of interest. Kruschke said that they haven’t heard anything from neighbors about this request. Public hearing opened at 5:43 p.m. No comments were made regarding this request. Public hearing closed 5:44 p.m. Kruschke said we haven’t had any calls on this request. A motion was made by Meier and seconded by Wilson to recommend City Council approval of Application No. VAR-16 with the following conditions: 1) A building permit will be needed for the pavilion building. 2) Separate events shall not be held at the same times for the building and the pavilion. All Commissioners voting Aye, the motion carried. Community Development Manager Kruschke provided updates on previous items. He said the last request for a sign variance for NewLife was approved by City Council and is probably already up. Community Development Manager Kruschke provided the January Building Reports. Kruschke said there are items for the March 12 meeting, but we will be cancelling the March 26 meeting due to quorum issues. A motion was made by Meier to adjourn was seconded by Springer-Gasner at 5:45 p.m. All Commissioners voting Aye, the motion carried. Respectfully Submitted, ________________________________ Greg Kruschke Community Development Manager [PAGE 5] March 8, 2024 To: Planning Commission From: Community Development Department RE: Preliminary Plat of Marthaler Addition. Background Jayme Baker, Marthaler Automotive on behalf of John Ihlenfeld and the Ihlenfeld Family Partnership, a request for preliminary plat of Marthaler Addition, a one lot commercial lot for the purposes of constructing an automotive dealership and ancillary uses. The property owner has requested annexation of this parcel and is progressing through that process. All utilities for the project are available. Sanitary Sewer will need to be extended south along the east side of State Avenue. Due to the depth of the Sanitary main an additional written easement will be required at the width required by the City Engineer. A service line will then be bored under State Avenue to service the property. Water is existing along the east side of State Avenue. Although the water main exists, there are no hydrants between 26th Street and the Dog Park, which is roughly 1600’ of distance. Hydrants are required at every 400’. Two hydrants will need to be installed along State Avenue to meet spacing. A development agreement will be required for the public improvements required for this development. Access for the property is proposed to come from a shared access drive to be constructed just to the south of the platted property. A shared driveway easement will need to be provided along with the final plat for recording. This agreement shall address the access, maintenance, as well as any triggers and cost sharing for the privately shared driveway. Application Review: Applicant/Owner: John Ihlenfeld Location of Property: 2500 State Avenue NW Existing Zoning: To be Zoned B-2, Community Business District Existing Land Use: The land is currently vacant ag land. Report Attachments: 1. Location Maps 2. Preliminary Plat 3. Landscape Plan 4. Application Letter 5. City Engineer’s Memo [PAGE 6] Proposed Development: Size of Subdivision: 4.26± acres Number of Lots: One commercial lot Lot Configuration: The lot is generally pentangular in shape. Street Pattern: The street pattern will not change from what exists today. Services: Sanitary Sewer will be extended south along the east side of State Avenue. Water is existing along the east side of State Avenue. Timing/Financing of Development: The applicant is hoping to record the final plat soon and start construction this spring. Outstanding Assessments: None Floodplain: None Wetlands: None Storm Water Drainage: The applicant is proposing to construct a pond on the north side of the property. Easements: The applicant is proposing to dedicate a 10’ utility easement along the entire perimeter of the plat. A shared driveway easement will be needed for the access point on the southeast side of the property. County/MNDOT Review: Notices have been sent to both. The County has preliminarily agreed to the access point. MNDOT has not commented as of the time of this report. [PAGE 7] Staff Review: Staff recommends approval of the preliminary plat of Marthaler Addition with the following conditions: 1) Final plat approval shall not occur until the annexation has been finalized. 2) The final plat shall be approved within one year of the date of approval of the preliminary plat. 3) The title opinion shall be approved by the City Attorney prior to recording of the final plat. 4) The developers shall enter into a development agreement with the City prior to recording of the final plat. 5) MN Plumbing code requires an open trench for sanitary sewer that is installed within private property. The noted trenchless method is not permitted within private property. 6) Fire hydrants shall be installed every 400’ along State Avenue NW. 7) All plantings shall occur on the private property, outside of any drainage or utility easements 8) A utility easement will need to be recorded with the final plat for the sanitary sewer main at a width determined by the City Engineer. 9) All comments of the City Engineer’s memo shall be met. [PAGE 10] S UE S89° 39' 50"W 180.53 EU S UE UE UE UE U U E E UE 6 7.4 01= 5 8 L .712 2 = 4 R 6 0 7.2 = D S W S89° 39' 36"W 266.66 UE LEGEND EXISTING INTERSTATE NO. 35 RIGHT OF WAY W = EXISTING ELEVATION CONTOUR LINE UE UE OE EU UE W OE UE EU W WAY OF OE EXISTI N N G 32 I ° N 4 T 9 E ' R 11 S " T E A T E 3 N 7 O 1. . 1 3 8 5 RI G HT UE UE UE OE OE 07.555 W "02 '93 °0N W W W W OE WFM W OE WFM S57° 10' 48"E 265.01 OE W W FM OE W PROPOSED PROPERTY BOUNDARY N89° 39' 46"E 400.27 EO W EO WFM PRELIMINARY - - - - Engineers + Surveyors 415 West North Street Owatonna, MN 507-451-4598 ENIL YTREPORP CONCRETE PAVING SEWAGE PUMPING STATION EXISTING 60' UTILITY EASEMENT H O E G Y H D = = = = = = = G G F L O C E i i l a u a v r g e e t s e y h c c r t t h M h A h r P y i e n a B c d o a c i a n r l d h e a s o n in r t EXISTING/PROPOSED RIGHT OF W = Power Pole AY RCP = Reinforced Concrete Pipe T = Telephone Pedestal B T = Telephone ITU M W = Water Main IN O U S P A V IN G E AGRICULTURAL X IS T IN G E X IS T IN G E X IS T IN G 12" P V C W 30' U T ILIT Y E A S E M E N 6" P E G A T E R M T E X IS T IN A S M A IN A IN G /P R O P O S E D R IG E X H T O F W A Y IS T IN G /P R O P O S E D R IG H T O F W A Y 125 ROW 30.00 The subsurface utility information in this plan is Utility Quality Level D. This Utility Quality Level was determined according to the guidelines of CI/ASCE 38-02, entitled "Standard Guidelines for the collection and depiction of existing subsurface utility data." Gas, Electric, and Watermain Utilities operated by Owatonna Public Utilities or Austin Public Utilities shown are from maps received from those Agencies, and not field data. EERT ROUNDABOUT C U R B IS LA N D OWNER INFORMATION IHLENFELD/KRAMER FAMILY LIMITED PARTNERSHIP E 1 C 2 /O 30 J N O W HN 1 2 IH T L H E A N V F E ELD X IS T OWATONNA, MN 55060 IN G 5 JO 07 H -4 N 5 IH 6- L 4 Y 4 2 7 @ 1 GMAIL.COM 16" F O APPLICANT INFORMATION R C E M C YE /O L L J O AY W M C E O B M A P K A E N R Y, LLC. A IN 625 S LAKESHORE DR STE A-130 GLENWOOD, MN 56334 320-766-7555 JBAKER@MARTHALER.COM [PAGE 11] UE UE OE UE << UE OE UE << OE EU UE OE << UE EU OE UE << OE UE << OE << OE OE OE OE << OE EO EO EU EU UE UE UE EU EU V V V V W W W V W W W W V W W W V W W W << << << << << << << << 5+91 00+1 2+00 3+00 4+00 5+00 00.00+0 :POB PI: 1+02.42 MH 2 S % @ 0.40 166 LF 8" PVC SDR35 SAN PI: 2+68.60 MH 3 S MH 4 S EOP: 5+91.32 %04.0 @ NAS 53RDS CVP "8 FL 77 W W W W 10' SETBACK & UTILITY EASEMENT STORMWATER POND T B O O P T B T N H A E O W W N O M K F L L 1 1 1 1 1 1 1 1 1 1 4 4 4 4 3 4 5 4 1 7 . . . . . 0 0 0 0 0 FL1137 RIGHT OF W AY M E N T E FL1141 FL1134 MF E R E A S W E S W G HT OF WAY D 9 R ' I x V 2 E 0 O ' P V A E R R K I C N U G R S B T A & L G LS U T T Y T P E . R TYP. 10' UTILITY EASEM ENT W FM FM C O NST. NE W SE WE R M A A S I N P A RT OF P R OJ CE CT N E RI RSTATE N O. 35 LOT 1 26.00 G R E E N A R E A NTE 24.70 W FM G I EXISTI N T R A O O P U C P N E R N D O T A X E B . R O 60 U O 0 T ' F CONNECT TO NEW 8" SEWER MAIN 26.00 16.00 CONCRETE SIDEWALK 6 6 " " S W EW AT E E R R S S E E R R V V IC IC E E V V IA IA T R TR EN EN CH C L H E L S E S S S M E M T E H T O H D O S DS W W FM 1 C 2 O " N P N V E C C W T T A O T E E R X I M ST A IN IN G 10 1 . 0 0 ' U 0 TILITY EASE ME NT 20' SETBA CK GR1148.0 19.36 MARTH SL A A F B F L E O = E N 1 1 G R 5 R 1 A . 9 D H E O 6 6 N " " W SE D A W T A E E R R S S E E R R V V I I C C E E E X IS T IN G 12" W A T E R M E X IS T IN G W 12" W A T E R W M FME W X IS T IN G 16 F " M F O R C E M A IN E X IS T IN G U T ILIT Y E A S E M E N T FL1143.7 27.21 A IN A IN 26.00 10.00 W 34.00 FM G R W E E GREEN AREA N A R E A FL1144 R IG H T W FM O P S ZO E R T N B E O A : F R S C B R I E D P K - O A 2 E S R N O : : : T C : S OM E M 1 3 2 D E 0 0 0 R ' ' ' C Z IA O L B N US I I N NE G SS NEW TILE INLET TEMPORARY GRADING EASEMENT 30.00 F G L R 1 1 1 1 4 4 4 7 .5 .5 F G L R 1 1 1 1 4 4 4 8 .2 .0 30' S E T B A C K F W A Y W W FM SUMP 1143.5 W 10.59 GREEN AREA 10' SETBACK & UTILITY EASEMENT R37.45 PROPOSED PROPERTY BOUNDARY 36.07 W R40.00 FM TEMPORARY GRADING EASEMENT 32' SHARED ACCESS W 6' CUTTOFF TILE W V V FM V PERMANENT ACCESS EASEMENT W PRELIMINARY - - - - Engineers + Surveyors 415 West North Street Owatonna, MN 507-451-4598 [PAGE 12] EG1147.25 EG1 U 1E41.05 UE OE UE << UE OE FG1146.63 FG1146.63 FG1146.63 EG1136.43 EG1144.05 UE << OE UE EG1140.91 OE EG1144.58 FG1148.96 << UE EU OE UE FG1149.58 << FG1151.60 FG1151.46 FG1151.19 OE FG1151.00 EG1154.56 FG1149.58 FG1151F.5G41151.90 FG1151.90 UE << FG1151.90 EG1143.25 OE FG1152.50 FG1151.90 FG1151.90 EG1158.57 FG1151.18 FG1151.39 << OEEG1144.63 FG1148.99 EG1161.68 FG1152.50 FG1148.03 FG1151.90 FG1151.90 OE FG1149.00 OE FG1148.74 OE FG1147.64 FG1151.90 FG1151.90 FG1149.98 FG1147.80 << OE FG1151.32 FG1146.00 EO EO EU 1146 UE 1149 1145 1144 1 1 1 1 4 4 1 5 UE UE EU 1137 1140 EU 1141 EU 1146 1147 1137 1144 1147 1148 1143 1144 114 1 3 14 1 5 145 2+00 1149 EU 1150 1141 1151 1142 1143 3+00 1157 1153 1143 1152 1151 1150 1149 1150 1151 1149 1153 1162 << 1151 1150 1149 1148 1153 1155 << << 1160 << 1 1 1 1 6 6 5 7 1156 << << << << 1155 1154 115311521151115 1 0 149 1148 1147 1146 1145 1144 00.00+0 :POB W W PI: 1+02.42 W % @ 0.40 166 LF 8" PVC SDR35 SAN PI: 2+68.60 MH 3 S EOP: 5+91.32 W STORMWATER POND TOP BANK 1145.0 EOF 1144.0 HWL 1144.0 NWL 1141.0 BOTTOM 1137.0 MF FM W FM W FM W FM LEGEND W EXISTING ELEVATION CONTOUR LINE FM PROPOSED ELEVATION CONTOUR LINE W FGXXXX.X FINISH GRADE ELEVATION EGXXXX.X EXISTING GRADE ELEVATION GLXXXX.X GUTTER LINE ELEVATION TCXXXX.X TOP OF CURB ELEVATION W GRXXXX.X GRATE ELEVATION FM HP HIGH POINT LP LOW POINT MARTHALER HONDA W SLAB ON GRADE FFE=1151.9 W FM W PRIVATE TEMPORARY GRADING EASEMENT W W FM W GENERAL STORMWATER NOTES: SITE AREA: 4.25 AC DISTURBED AREA: 4.97 AC EXISTING IMPERVIOUS SURFACE: 0.00 AC PROPOSED IMPERVIOUS SURFACE: 2.96 AC FUTURE IMPERVIOUS SURFACE: 0.00 AC PRIVATE TEMPORARY GRADING EASEMENT REQUIRED WQV:10751 CF TREE CLEARING LIMITS PROVIDED WQV:13023 CF PEAK STORMWATER FLOWS LEAVING SITE (CFS): 2-YEAR 10-YEAR 100-YEAR EXISTING 9.60 16.21 29.74 DESIGN 2.48 4.83 12.78 PRELIMINARY - - - - Engineers + Surveyors 415 West North Street Owatonna, MN 507-451-4598 [PAGE 13] V EO EO EO EO EO EO W OE OE OE W V UE W UE UE S S 5+91 00+0 23.19+5 :PO BOP: 0+00.00 E 3+00 2+00 PI: 0+25.71 4+00 1+00 5+00 24.20+1 :IP PI: 2+68.60 S V W W W W W W W W W MF W W MF S MH 3 W MH 2 MH 1 W W S S MH 4 MH 3 MH 4 STA 2+68.6 0.0 STA 5+85.9 0.1L MH HEIGHT=16.4FT MH HEIGHT=14.6FT RIM=1132.70 RIM=1132.25 INV=1116.37 (S) 8" PVC INV=1117.64 (N) 8" PVC INV=1116.27 (N) 8" PVC EX MH MH 2 MH H S E T I R G A I H M 0 T + = = 2 1 2 5 1 3 . 3 M 7 . 8 0 H 0 . F 1 . T 0 1 1 I R M S N T I H V M A = = H 1 0 1 E 1 + 1 I 1 0 G 3 5 0 8 H . . . 0 0 2 T 0 3 = 0 ( . 2 0 E 3 ) . 2 8 F " T PVC STA 1+02.4 0.0 INV=1115.20 (S) 8" PVC MH HEIGHT=14.3FT INV=1115.10 (W) 8" PVC RIM=1129.81 INV=1115.61 (S) 8" PVC INV=1115.51 (N) 8" PVC 317 LF 8" PVC SDR35 SAN @ 0.40% 166 LF 8" PVC SDR35 SAN @ 0.40% 77 LF 8" PVC SDR26 SAN @ 0.40% 26 LF 8" PVC SDR26 SAN @ 0.40% 2.2311 81.2311 9.2311 39.2311 8.3311 18.3311 8.3311 38.3311 2.3311 22.3311 0.3311 89.2311 8.2311 28.2311 9.1311 59.1311 5.0311 84.0311 1.9211 80.9211 5.0311 74.0311 5.8311 94.8311 2.8311 12.8311 SANITARY SEWER MAIN EXTENSION ROUNDABOUT CURB ISLAND PROPOSED 6" SEWER SERVICE FUTURE 8" SEWER MAIN VIA TRENCHLESS METHODS VIA TRENCHLESS METHODS BITUMINOUS PAVING EXISTING LIFT STATION EXISTING FORCE MAIN EXISTING GAS MAIN EXISTING WATER MAIN CONNECT TO EXISTING MANHOLE CORE DRILL & WATERPROOF BOOT PROPOSED 8" PVC SANITARY SEWER EXISTING RIGHT OF WAY PROPOSED EASEMENT 40' SEWER STUB @ 0.40% EXISTING 30' EASEMENT PROPOSED CONSTRUCTION EXISTING GROUND PROFILE CONNECT TO EXISTING MANHOLE CORE DRILL & WATERPROOF BOOT 40' SEWER STUB @ 0.40% EXISTING GROUND ELEVATIONS PRELIMINARY - - - - Engineers + Surveyors 415 West North Street Owatonna, MN 507-451-4598 [PAGE 15] Engineering Department Date: 03/08/2024 Project: Marthaler Addition Preliminary Plat Application #: PP-24-1 Staff Review Comments: Engineering 1. Right of Way Permits from Steele County shall be acquired for all work within County Right of Way. 2. Construction of City infrastructure shall be inspected by the City or approved third party consultant. 3. Development Agreement will be required for public sewer main construction. 4. Shoring shall be required for excavation near CSAH 34 (26th St NW) and existing lift station. Shoring plan shall be prepared and signed by a licensed Professional Engineer in the State on Minnesota. 5. Additional Drainage and Utility Easement will be required east of the proposed sewer main due to depth. An additional 10’ easement (40’ total) shall be dedicated to the public. 6. Driveway to the lift station shall be replaced in kind. 7. Gas main is labeled incorrectly on Sheet 2. 8. Label all proposed permanent public easements “Drainage and Utility Easement”. 9. Local emergency overflows shall be a maximum of 1.00’ and shall be a minimum of 1.00’ below FFE or low opening elevation of all structures. Stormwater 10. All development is subject the following provisions: a. City of Owatonna Stormwater Management Code 52.00. b. City of Owatonna Grading Permit and associated design requirements. c. Minnesota Pollution Control Agency (MPCA) NPDES/SDS MS4 Permit MNR040000 post construction stormwater management criteria. d. MPCA NPDES/SDS Construction Stormwater General Permit MNR100001. 11. Detailed Stormwater Management Report including all supporting hydrologic and hydraulic calculations. 12. Stormwater BMPs shall be designed to meet all applicable requirements for development: a. Attenuation of peak discharge rates for (Atlas 14) 2-yr, 10-yr, and 100-yr 24-hr rain events. b. Onsite treatment of required water quality volume calculated as an instantaneous volume of 1” times the new impervious surface. Volume reduction practices shall first be explored. Feasibility documentation shall be included with the Geotechnical Report and soil borings in practice location. 13. Emergency overflow elevations, locations, and routing for the development shall be shown in the preliminary plat. 14. Long-Term Operations and Maintenance Plan will be required for all permanent stormwater facilities. 540 WEST HILLS CIRCLE | OWATONNA, MN 55060-4701| OWATONNA.GOV | 507.444.4350 [PAGE 16] 15. Recorded Stormwater Facility Maintenance Agreement and easement is required for all permanent stormwater facilities. 16. All grading permit termination requirements for construction shall be met including: a. Final topographic survey and As-built. b. Engineer’s Certificate of Storm System Compliance. c. SWPPP Self-inspection records. d. Project completion photographs. Sean Murphy, PE Director of Public Works and City Engineer CITY OF OWATONNA | PUBLIC WORKS DEPARTMENT | PAGE 2 [PAGE 17] Owatonna Building Inspection Department Comparison Report- Construction to Date 2023/2024 Construction Report for Permits Issued through January, 2024 2023 2024 PERMITS PERMITS ISSUED FOR PERMITS PERMITS ISSUED FOR Units Units TYPE OF WORK ISSUED CONSTRUCTION COST ISSUED CONSTRUCTION COST NEW DWELLINGS 0 0 0 2 700,000 ACCESSORY BUILDINGS 5 16,600.00 4 7,500.00 (INCLUDES GARAGES, UTIL. BLDGS, SW. POOLS, ETC.) COMMERCIAL AND INDUSTRIAL PR 15 5,561,730.00 52 8,218,972.00 RESIDENTIAL ADD. & ALT. 66 494,614.00 198 1,725,152.62 DUPLEXES & APTS. 0 0 0 0 0 0 (INCLUDES ATTACHED SF) DEMOLITION PERMITS 0 0 0 0 TOTAL PERMITS ISSUED 86 6,072,944 0 256 10,651,625 0 [PAGE 18] COMPARISON REPORT OF BUILDING DONE IN CITY OF OWATONNA IN YEARS 2023 AND 2024 Ken Beck, Building Official DWELLINGS ACCESSORY COMMERCIAL INDUSTRIAL ADD. & ALT. DUPLEX/APTS DEMO TOTAL Month NO. VALUE NO. VALUE NO. VALUE NO. VALUE NO. VALUE NO. VALUE NO. NO. VALUE Jan '23 0 0 5 16,600 8 443,880 7 5,117,850 66 494,614 0 0 0 86 6,072,944 Jan '24 0 0 2 6,500 33 7,806,205 ** see below 95 763,150 0 0 0 130 8,575,855 Feb '23 0 0 8 24,850 22 1,113,838.30 11 25,861,730.75 136 834,982.70 0 0 0 177 27,835,401.75 Feb '24 2 700,000 4 7,500 52 8,218,972.00 198 1,725,152.62 0 0 0 256 10,651,624.62 Mar '23 1 200,000 17 44,100 42 2,497,648 20 26,251,710 243 $ 7 ,323,261.26 0 0 0 323 $ 3 6,316,719.26 Mar '24 Apr '23 4 1,968,586 26 96,900 74 31,047,283 **see below 329 8,699,343.89 0 0 1 434 41,812,112.89 Apr '24 May '23 4 1,968,586 37 132,400 94 36,206,219.51 **see below 463 11,204,959.76 1 599 49,512,165.27 May '24 Jun '23 4 1,968,586 52 189,068.67 113 45,164,773.51 **see below 594 12,314,075.39 0 0 8 771 59,636,503.57 Jun '24 Jul '23 5 2,168,586 69 242,168.67 132 46,905,945.51 714 13,185,484.99 2 400,000 8 930 62,902,185.17 Jul '24 Aug '23 6 2,568,586 75 257,168.67 162 51,045,367.26 847 14,208,880.97 4 12,400,000 9 1,103 80,480,004 Aug '24 Sep '23 9 3,587,126 83 333,668.67 197 64,081,192.67 990 15,576,116.82 4 12,400,000 9 1,292 95,978,104.16 Sep '24 Oct '23 16 6,739,916 94 382,984.89 217 66,611,382.67 1,153 17,005,042.02 4 12,400,000 10 1,494 103,139,325.55 Oct '24 Nov '23 21 8,119,916 101 424,984.89 235 69,172,169.67 1,281 17,958,715.07 4 12,400,000 13 1,655 108,075,785.63 Nov ' 24 Dec '23 21 8,119,916 106 430,584.89 252 71,144,770.64 1,365 18,435,507.88 4 12,400,000 13 1,761 110,530,779.41 Dec '24 **Starting April 2023, Commerical and Industrial are combined