[PAGE 1]
Owatonna Planning Commission Agenda
Tuesday, April 9, 2024
5:30 p.m.
**Charles S. Crandall Center at West Hills**
1. Planning Commission Agenda - April 9, 2024
Documents:
04-09-24 PC AGENDA.PDF
2. Roll Call: Meier, Springer-Gasner, Rooks, Eickhoff, Wilson, Peake, Effertz
3. Approve Minutes Of The March 12, 2024 Meeting
Documents:
03-12-2024 PC MINUTES.PDF
4. Public Hearings
4.A. None
5. Downtown Parking Committee Requests
5.A. None
6. 2050 Comprehensive Plan
7. Other Business
7.A. Final Plat Of Marthaler Addition
Documents:
MARTHALER ADDITION FP STAFF REPORT.PDF
7.B. Updates On Previous Items
7.C. March Building Reports
Documents:
MARCH BUILDING REPORTS.PDF
8. Next Meeting - April 23, 2034
9. Adjourn

[PAGE 2]
Owatonna Planning Commission Agenda
Tuesday, April 9, 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 March 12, 2024 meeting
2. Public Hearings
A. None
3. Downtown Parking Committee Requests
A. None
4. 2050 Comprehensive Plan
A. None
5. Other Business
A. Final Plat of Marthaler Addition
B. Updates on Previous Items
C. March Building Reports
6. Next Meeting – April 23, 2024
7. Adjourn

[PAGE 3]
DRAFT COPY
OWATONNA PLANNING COMMISSION MINUTES FOR MARCH 12, 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 Rachel Springer-Gasner, Kelly Rooks, John Eickhoff, Nick Peake, and Dave Effertz.
Commissioners Mark Meier and Mark Wilson were absent. Community Development Manager Greg
Kruschke, Planning Specialist Ashley Zidon, and Administrative Technician Kristen Kopp were also
present.
A motion was made by Effertz and seconded by Springer-Gasner to approve the minutes of the regular
meeting of February 13, 2024. All Commissioners voting Aye, the motion carried.
Preliminary Plat of Marthaler Addition, which is a 4.26± acre tract of land to be zoned B-2, Community
Business District, requested by Jayme Baker, Marthaler Automotive, on behalf of John Ihlenfeld and located
at 2500 State Avenue NW, was presented by Community Development Manager Greg Kruschke. (Refer to
report on file.) Public hearing opened at 5:37 pm. John Schulte of Jones, Haugh, and Smith was present
representing applicant and owner. He said he was able to answer questions. Jayme Baker was also present.
Effertz asked if there is just one access to the property. Kruschke said that is correct. Public hearing closed
at 5:38 pm. Eickhoff asked if the access was so far to the south because of the roundabout. Kruschke said
that is correct; they worked with Steele County to design this area. Eickhoff said he thinks this is a great
use for the property. A motion was made by Eickhoff and seconded by Springer-Gasner to recommend City
Council 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.
10) The driveway easement be recorded with the Final Plat.
All Commissioners voting Aye, the motion carried.
Community Development Manager Kruschke said they’re still working on property acquisition on the Vine
Street parking lot. Parking Hour designation will be discussed when the plans are finalized.
Stantec will be here at the next meeting to go over the updates to the Comprehensive Plan. There will be an
open house on the Comprehensive Plan on Thursday, May 16 from 4 to 7 p.m. in the Morehouse Room at
OPU.
Community Development Manager Kruschke provided updates on previous items. He said that all of the
items on the last meeting were approved by Council.

[PAGE 4]
DRAFT COPY
Community Development Manager Kruschke provided the February Building Reports. We’re a little bit
behind 2023 as far as valuation goes, but permit numbers are higher this year. We have some big permits
yet to issue, so we should catch up.
A motion was made by Effertz to adjourn was seconded by Peake at 5:45 p.m. All Commissioners voting
Aye, the motion carried.
Respectfully Submitted,
________________________________
Greg Kruschke
Community Development Manager

[PAGE 5]
April 5, 2024
To: Planning Commission
From: Community Development Department
RE: Final Plat of Marthaler Addition.
Background
Jayme Baker, Marthaler Automotive on behalf of John Ihlenfeld and the Ihlenfeld Family
Partnership, a request for final 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: 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 final plat of Marthaler Addition with the following conditions:
1) The final plat shall be approved within one year of the date of approval of the
preliminary plat.
2) The title opinion shall be approved by the City Attorney prior to recording of the final
plat.
3) The developers shall enter into a development agreement with the City prior to
recording of the final plat.
4) 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.
5) Fire hydrants shall be installed every 400’ along State Avenue NW.
6) All plantings shall occur on the private property, outside of any drainage or utility
easements
7) 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.
8) All comments of the City Engineer’s memo shall be met.
9) The shared driveway easement shall be recorded with the final plat.
10) A revised preliminary plat drawing shall be submitted to the City prior to recording of
the final plat addressing the items in the City Engineer’s memo.

[PAGE 10]
COPY
MARTHALER ADDITION
KNOW ALL PERSONS BY THESE PRESENTS: That the Barbara M. Kramer Family Limited Liability Limited Partnership, a Minnesota limited partnership, as to an undivided 1/2 interest; and Mark A. Ihlenfeld and Donna
L. Ihlenfeld, as tenants in common and not as joint tenants, as to an undivided 1/4 interest; and John A. Ihlenfeld and Kathleen M. Ihlenfeld as tenants in common and not as joint tenants, as to an undivided 1/4 interest;
owners of the following described property:
All that part of the NW1/4 NW1/4 Section 4-T107N-R20W, Steele County, Minnesota; described as follows:
N89°39'45"E 1137.30 S89°39'45"W 180.49
Commencing at the northwest corner of the NW1/4 of said Section 4; thence North 89°39'45" East a distance of 1137.30 feet on an assumed bearing on the north line of said NW1/4, to the northeast corner of Parcel 33 of
MnDot Right-of-Way Plat No. 74-23, as recorded in the office of the Steele County Recorder being the point of beginning;
thence southeasterly a distance of 104.75 feet, on said easterly line of said Parcel 33, on a nontangential curve, concave to the west and a central angle of 02°42'27", having a radius of 2216.83 feet, a chord bearing of
C South 17°38'49" East, and a chord length of 104.74 feet, to a corner of said Parcel 33 which is the point of beginning;
B
=
ΔCN
L = R = 2 = 2 ° = 1 0 1 7 ° 3 thence South 89°39'45" West a distance of 266.66 feet, on the south line of said Parcel 33, to a corner of said right-of-way plat;
1 0 4
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thence South 32°49'11" West a distance of 371.18 feet, on a southeasterly line of said right-of-way plat;
thence South 57°10'48" East a distance of 265.01 feet;
thence North 89°39'45" East a distance of 400.24 feet, on a line parallel with the north line of said NW1/4 to the east line of the NW1/4 of said NW1/4;
thence North 00°39'23" West a distance of 555.69 feet, on the east line of said NW1/4 NW1/4 to the north line of said NW1/4;
S89° 39' 45"W 266.66
thence South 89°39'46" West a distance of 180.49 feet, to the point of beginning.
174.06 92.60
Has caused the same to be surveyed and platted as MARTHALER ADDITION and does hereby dedicate to the public for public use the public ways and drainage and utility easements as created herewith, as shown on
this plat.
In witness whereof said Barbara M. Kramer Family Limited Liability Limited Partnership, a Minnesota Limited Liability Limited Partnership, has caused these presents to be signed by its proper partner this
_____________ day of _____________________________________ , 20____.
S
4
1 °3 Barbara M. Kramer Family Limited Liability Limited Partnership, a Minnesota Limited Liability Limited Partnership
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A Barbara M. Kramer, General Partner
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A STATE OF ______________________________
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N This instrument was acknowledged before me this ___________ day of ____________________________________, 20____ by Barbara M. Kramer, General Partner of the Barbara M. Kramer Family Limited Liability
8 W
1 Limited Partnership, a Minnesota Limited Liability Limited Partnership.
1.
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_______________________________________________________________________________________________
9'
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2 ° 9 Notary Name:___________________________________, Notary Public, State of ______________________________
3 6
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BLOCK 1
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In witness whereof said Mark A. Ihlenfeld and Donna L. Ihlenfeld, husband and wife, have hereunto set their hands this _____________ day of _____________________________________ , 20____.
C °
LOT 1 0 0 ___________________________ ____________________________
N Mark A. Ihlenfeld Donna L. Ihlenfeld
STATE OF MINNESOTA
This instrument was acknowledged before me this ___________ day of ____________________________________, 20____ by Mark A. Ihlenfeld and Donna L. Ihlenfeld.
_______________________________________________________________________________________________
John Henry Schulte, Notary Public, State of Minnesota
My Commission Expires January 31, 2026
In witness whereof said John A. Ihlenfeld and Kathleen M. Ihlenfeld, husband and wife, have hereunto set their hands this _____________ day of _____________________________________ , 20____.
W
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" 4 7 2 1 1
9 5 .3 1 2 = 6 L 9 .2 2 5 = R 0 '4 2 ° 3 2 = Δ '5 5 ° 4 1 N = . B 2 1 2 = C J _ o _ h _ n _ _ A _ . _ I _ h _ le _ n _ fe _ l _ d ______________ K __ a _ th _ le _ e _ n _ _ M _ . _ I _ h _ le _ n _ f _ e _ ld ____________
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STATE OF MINNESOTA
This instrument was acknowledged before me this ___________ day of ____________________________________, 20____ by John A. Ihlenfeld and Kathleen M. Ihlenfeld.
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_______________________________________________________________________________________________
6
5 .0 John Henry Schulte, Notary Public, State of Minnesota
1
My Commission Expires January 31, 2026
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ____________ day of
_________________________, 20____.
357.38 42.86
N89° 39' 45"E 400.24
____________________________________________________
Scott A. Tuchtenhagen, County Surveyor
SCALE: 1" = 40' Steele County, Minnesota
BASIS OF BEARING SYSTEM No delinquent taxes and transfer entered this ______ day of _________________________, 20____.
0 40
All bearings are based on the north line of the
I, Scott A. Tuchtenhagen, hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the
20 80 NW1/4 of Section 4-T107N-R20W bearing _______________________________________________________
State of Minnesota; that this plat is a true and correct representation of the boundary survey; that all mathematical data and labels are correctly designated
SCALE IN FEET
North 89°39'45" East Jennifer Mueller, Property Tax and Elections Director
on this plat; that all monuments depicted on this plat have been, or will be set within one year; that all water boundaries and wet lands, as defined in
Steele County, Minnesota
Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled
VICINITY MAP
LEGEND on this plat.
SECTION 4-107-20
= Steele County Monument-Found I hereby certify that taxes payable for the year 20____ on the land hereinbefore described have been paid this ________day of _________________________, 20____.
Dated this _________ day of ________________________________, 20____.
= 5/8Ø X 16 inch iron monument
(capped LS 52646)-Placed
1 / 4 NE1/4 = Iron = m A o d n d u i m tio e n n t C - o F r o n u er nd _______________________________________________________________________________________________ C __ a _ n _ d _ i _ L _ e _ m _ a _ r _ r, _ F _ i _ n _ a _ n _ c _ e _ D __ ir _ e _ ct _ o _ r ___________________________ U N T Y R EC O R D
W Scott A. Tuchtenhagen, Licensed Land Surveyor Steele County, Minnesota O E
N Drainage and utility C R
Minnesota License No. 52646
easements are shown thus
unless otherwise noted:
4 STATE OF MINNESOTA
S .
Filed in the Office of the County Recorder this __________ day of_______________________________ 2024, at __________O'clock ____M., in Book _________ of Plats, N
T
This instrument was acknowledged before me this ___________ day of ____________________________________, 20____ by Scott A. Tuchtenhagen, a E N
E I
licensed land surveyor. Page________, as Document Number________________________________ L M
E
SW1/4 SE1/4 CO U NT Y ,
_______________________________________________________________________________________________ _______________________________________________________________________________________________
John Henry Schulte, Notary Public, State of Minnesota Rick G. Kvien, County Recorder
My Commission Expires January 31, 2026 Steele County, Minnesota JONES HAUGH & SMITH, INC.
PROFESSIONAL ENGINEERS & LAND SURVEYORS

[PAGE 11]
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415 West North Street Owatonna, MN 507-451-4598
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[PAGE 12]
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[PAGE 13]
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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 14]
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 March, 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 3 940,000
ACCESSORY BUILDINGS 5 16,600.00 5 8,250.00
(INCLUDES GARAGES, UTIL.
BLDGS, SW. POOLS, ETC.)
COMMERCIAL AND INDUSTRIAL PR 15 5,561,730.00 75 10,847,903.00
RESIDENTIAL ADD. & ALT. 66 494,614.00 289 2,612,593.78
DUPLEXES & APTS. 0 0 0 0 0 0
(INCLUDES ATTACHED SF)
DEMOLITION PERMITS 0 0 0 0
TOTAL PERMITS ISSUED 86 6,072,944 0 372 14,408,747 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 3 940,000 5 8,250 75 10,847,903 289 $ 2 ,612,593.78 372 $ 1 4,408,746.78
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