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CITY OF ST. JOSEPH
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75 Callaway Street East | Saint Joseph, Minnesota 56374
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St. Joseph City Council Work Session
December 15, 2025
5:00 PM
1. Feasibility Report Presentation for the 2026 Street & Utility Improvement Project
Feasibility Report
2026 Street & Utility Improvements
St. Joseph, Minnesota
STJOE 188782 | December 15, 2025
Engineers | Architects | Planners | Scientists
Short Elliott Hendrickson Inc., 2351 Connecticut Avenue, Suite 300, Sartell, MN 56377 -2485
320.229.4300 | 800.572.0617 | 888.908.8166 fax
SEH is 100% employee-owned | Affirmative Action –Equal Opportunity Employer
December 15, 2025 RE: 2026 Street & Utility Improvements
Feasibility Report
St. Joseph, Minnesota
SEH No. STJOE 188782 4.00
Honorable Mayor and Members of the City Council
c/o Mr. David Murphy, City Administrator
City of St. Joseph, Minnesota
75 Callaway Street East
St. Joseph, MN 56374
Dear Mayor and Members of the Council:
Enclosed is the Feasibility Report for the above referenced improvements. The study includes recommendations
for proposed improvements, opinions of probable costs, and preliminary special assessments.
vSincerely,
Bryce Johnson, PE
Project Manager
(Lic. MN)
bnj/mrb
x:\pt\s\stjoe\188782\4-prelim-dsgn-rpts\feasibility report\feasibility report - 2025.12.15.docx
Feasibility Report
2026 Street & Utility Improvements
St. Joseph, Minnesota
SEH No. STJOE 188782
December 15, 2025
I hereby certify that this report was prepared by me or under my direct supervision, and that I
am a duly Licensed Professional Engineer under the laws of the State of Minnesota.
Bryce Johnson, PE
Date: December 15, 2025 License No.: 57179
Reviewed By: Randy Sabart, PE Date: December 15, 2025
Short Elliott Hendrickson Inc.
2351 Connecticut Avenue, Suite 300
Sartell, MN 56377-2485
320.229.4300
SEH is a registered trademark of Short Elliott Hendrickson Inc.
FEASIBILITY REPORT STJOE 188782
i
Contents
Letter of Transmittal
Certification Page
Contents
1 Scope .......................................................................... 1
2 Feasibility .................................................................... 2
3 Existing Conditions ..................................................... 2
3.1 Morningside, Foxmore Hollow, Hillside, and Hilltop Subdivisions ........... 2
3.2 Northland Heights Subdivision................................................................ 3
3.3 MJH Subdivision ..................................................................................... 4
3.4 Buettner Business Park, Borgert Industrial Park Plat 2, and Rennie
Subdivisions ........................................................................................... 4
3.5 Cloverdale Estates 2nd Addition .............................................................. 4
3.6 Rivers Bend Subdivision ......................................................................... 5
3.7 Liberty Pointe Subdivision ...................................................................... 5
3.8 Klinefelter Park ....................................................................................... 5
3.9 College Subdivision 2nd Addition............................................................. 5
4 Proposed Improvements ............................................. 6
4.1 Morningside, Foxmore Hollow, Hillside, and Hilltop Subdivisions ........... 6
4.2 Northland Heights Subdivision................................................................ 7
4.3 MJH Subdivision ..................................................................................... 7
4.4 Buettner Business Park, Borgert Industrial Park Plat 2, and Rennie
Subdivisions ........................................................................................... 7
4.5 Cloverdale Estates 2nd Addition .............................................................. 8
4.6 Rivers Bend Subdivision ......................................................................... 8
4.7 Liberty Pointe Subdivision ...................................................................... 9
4.8 Klinefelter Park ....................................................................................... 9
4.9 College Subdivision 2nd Addition............................................................. 9
5 Probable Costs ......................................................... 10
Contents (continued)
FEASIBILITY REPORT STJOE 188782
ii
6 Project Funding and Special Assessments .............. 10
List of Tables
Table 1 – Opinion of Probable Cost ......................................................................... 10
Table 2 – Probable Cost by Project Area ................................................................. 10
Table 3 – Preliminary Funding by Project Area ........................................................ 11
Table 4 – Preliminary Special Assessment Rates .................................................... 12
List of Figures
Figure 1 – Location Map
Figure 2 – Morningside, Foxmore Hollow, Hillside, and Hilltop Subdivisions
Figure 3 – Northland Heights Subdivision
Figure 4 – Buettner Business Park, Borgert Industrial Park Plat 2, and Rennie
Subdivisions
Figure 5 – Cloverdale Estates 2nd Addition
Figure 6 – Rivers Bend Subdivision
Figure 7 – Liberty Pointe Subdivision
Figure 8 – Klinefelter Park
Figure 9 – College Subdivision 2nd Addition
Figure 10 – Typical Sections
Figure 11 – Typical Sections
List of Appendices
Opinion of Probable Costs
Preliminary Assessment Worksheets
Geotechnical Investigation Report-Morningside Neighborhood
Electrical Interference Investigation – Morningside Neighborhood
STJOE 188782
Page 1
Feasibility Report
2026 Street & Utility Improvements
Prepared for City of St. Joseph, Minnesota
1 Scope
This report has been prepared for the City of St. Joseph to provide information about street and
utility improvements to the following areas:
• Morningside, Foxmore Hollow, Hillside, and Hilltop Subdivisions :
− 1st Avenue SW
− Foxmore Way
− 2nd Avenue SW
− Hill Street West
− 3rd Avenue SW
− Iverson Street West
− Morningside Loop
Bituminous surfacing improvements to the following areas:
• Northland Heights Subdivision:
− Iris Lane
− 13th Avenue NE
− 14th Avenue NE
− Jasmine Lane E
• MJH Subdivision:
− Ridgewood Court
• Buettner Business Park, Borgert Industrial Park Plat 2, and Rennie Subdivisions :
− Elm Street E
− 15th Avenue NE
− 19th Avenue NE
• Cloverdale Estates 2nd Addition:
− Baker Street E
• Rivers Bend Subdivision:
− Jade Road
• Liberty Pointe Subdivision:
− Dale Street
FEASIBILITY REPORT STJOE 188782
Page 2
• Klinefelter Park:
− Klinefelter Way Parking lot
• College Subdivision 2nd Addition
− Callaway Street East
The location of improvements has been identified and can be seen in Figure 1.
2 Feasibility
The project, as presented in this report, is both cost effective and feasible from an engineering
perspective. The opinions of probable project cost are presented to assist the City in determining
the feasibility of the project from a fiscal perspective. The projects are necessary to extend the
life of existing bituminous street pavements, where present, to protect the investment in surface
improvements where underlying utility improvements are needed, and to replace deteriorating
pavements.
3 Existing Conditions
3.1 Morningside, Foxmore Hollow, Hillside, and Hilltop Subdivisions
Hill Street West and 3rd Avenue SW were last reconstructed in 2004. The Hill Street West
pavement section is a 32-foot wide (west of 3rd Avenue) and 34-foot wide (east of 3rd Avenue)
rural section consisting of 3.5-inches of bituminous surfacing overlaying 6-inches of aggregate
base, with a 2-foot-wide aggregate shoulder on each side. The 3rd Avenue SW pavement section
consists of a 34-foot-wide rural section consisting of 3.5-inches of bituminous surfacing
overlaying 6-inches of aggregate base, with a 2-foot-wide aggregate shoulder on each side.
The Foxmore Hollow Addition was originally constructed in 2004. The pavement section of 1st
Avenue SW, 2nd Avenue SW, and Foxmore Way SW is a 32-foot-wide urban section consisting of
3.5-inches of bituminous surfacing overlaying 8-inches of aggregate base.
The Morningside Acres Second Addition was originally constructed in 2004. The pavement section
of Iverson Street W is a 36-foot-wide urban section consisting of 4-inches of bituminous
surfacing36-foot-wide0-inches of aggregate base overlying 8-inch-thick structural section of
granular borrow from County Road 121 to roughly 450 feet west of County Road 121. The rest of
Iverson Street W is a 36-foot-wide urban section consisting of 3.5-inches of bituminous surfacing
overlying 12-inches of aggregate base. From Iverson Street W to roughly 300 feet north of Iverson
Street W, Morningside Loop is a 33-foot-wide urban section consisting of 3.5-inches of bituminous
surfacing overlying 12-inches of aggregate base. The rest of Morningside Loop is a 33-foot-wide
urban section consisting of 3.5-inches of bituminous surfacing overlying 6-inches of aggregate
base overlying an 18-inch structural section of granular borrow and 4-inch perforated drain tile.
Online mapping indicates the maintenance activities performed in the neighborhoods include
crack filling in 2014 and seal coating in 2016.
The sanitary sewer in the entire Morningside neighborhood consists of 8-inch polyvinyl chloride
(PVC) gravity sanitary sewer. The water main along Morningside Loop, Hill Street West (3 rd
Avenue SW to western extents), 1st Avenue SW, 2nd Avenue SW, and Foxmore Way is 8-inch
ductile iron pipe (DIP). The watermain along Iverson Street W, Hill Street West (College Avenue
S to 3rd Avenue SW), and 3rd Avenue SW is 10-inch ductile iron pipe (DIP). The sanitary sewer
mains are in operational condition and within their pipe material lifespan.
FEASIBILITY REPORT STJOE 188782
Page 3
Three watermain leaks have occurred in the last 15 years in the Reischls Hillside Estates and
Morningside Acres Additions.
Cathodic Protection Interference testing was completed in November 2024. This testing
investigated the potential electrical current interference from nearby gas pipelines cathodic
protection systems and the ductile iron pipe watermain system. This type of electrical interference
can cause corrosion on ductile iron pipe. The testing performed in November 2024 did not
identify any measurable influence from nearby pipeline cathodic protection systems. This report
is included in Appendix D.
Geotechnical sampling and testing was performed in April 2025. Corrosion testing identified the
presence of corrosive soils in the following areas:
• Hill Street West (west of 3rd Avenue SW)
• Western area of Iverson Street W
• Western area of Morningside loop
The problematic soil strata at watermain depths appears to exist at the higher elevations in the
Morningside area consistent with the corrosive soils testing identified above. This geotechnical
report is included in Appendix C.
Recently, a watermain connection was completed for a new apartment complex at the
intersection of Hill Street W and 1st Avenue SW, City staff and construction crews observed
watermain pipe that appeared to be in good condition.
3.2 Northland Heights Subdivision
The Northland Heights area was originally constructed between 2005 and 2006.
Iris Lane is a 36-foot-wide pavement section; 13th Avenue NE, 14th Avenue NE, and Jasmine
Lane are 32-foot pavement sections, all consisting of 3.5-inches of bituminous overlying 6 inches
of aggregate base overlying an 18-inch structural section of select granular material. At the
bottom of the structural section is geotextile fabric to separate underlying soils from the street
section, 4-inch perforated drain tile is installed at the bottom of the structural section to manage
sub-surface drainage from the street section.
Online mapping indicates the maintenance activities performed in the neighborhoods include
crack filling in 2013 and seal coating in 2016.
The sanitary sewer in the Northland Heights neighborhood consists of 8-inch polyvinyl chloride
(PVC) gravity sanitary sewer. The water main is all 8-inch ductile iron pipe (DIP). The sanitary
sewer and water mains are in operating condition and within their pipe material lifespan.
Storm sewer exists throughout the neighborhood to collect and convey stormwater to stormwater
treatment basins. A 15-inch diameter reinforced concrete pipe (RCP) storm sewer main and
catch basins collect storm water along 13th Avenue NE. A portion of 13th Avenue NE and Iris
Lane has a 6” PVC drain tile installed to manage sub-surface drainage below the RCP storm
sewer. This sub-drain system was installed in 2023 after suspected frost heaving caused
pavement and curb and gutter damage overlying the storm sewer. No heaving has been
observed since the improvements in 2023 were performed.
Online mapping indicates the maintenance activities performed in the neighborhoods include
crack filling in 2013 and seal coating in 2016.
FEASIBILITY REPORT STJOE 188782
Page 4
3.3 MJH Subdivision
Ridgewood Court was last resurfaced in 2013.
The pavement section is a rural section consisting of 3-inches of bituminous surfacing. Concrete
pavement underlies the bituminous surfacing for a roughly 440-foot long segment of the street,
roughly centered between the west end of the cul-de-sac bulb and County Road 134. Outside of
the 440-foot long segment, the rest of Ridgewood Court had a 1.5-inch bituminous overlay
installed with the 2013 project.
3.4 Buettner Business Park, Borgert Industrial Park Plat 2, and
Rennie Subdivisions
19th Avenue NE (originally named Joseph Street) was originally constructed in 1999. The
pavement section is a 40-foot wide urban section consisting of 4-inches of bituminous surfacing
overlaying 8-inches of aggregate base.
Elm Street E and 15th Avenue NE were last reconstructed in 2002. The pavement section is a 40-
foot wide urban section consisting of 4-inches of bituminous surfacing overlaying 8-inches of
aggregate base.
The sanitary sewer along 19th Avenue NE consists of 15-inch polyvinyl chloride (PVC) gravity
sanitary sewer. The sanitary sewer along Elm Street E and 15th Avenue NE consists of 10-inch
polyvinyl chloride (PVC) gravity sanitary sewer. The water main along Elm Street and 19th
Avenue NE is 16-inch ductile iron pipe (DIP). The water main along 15th Avenue NE is 10-inch
ductile iron pipe (DIP). The sanitary sewer and water mains are in operating condition and within
their pipe material lifespan.
3.5 Cloverdale Estates 2nd Addition
Baker Street E was originally constructed in 1978. Baker Street is a MSAS Street. The original
pavement section consisted of 2-inches of bituminous surfacing overlying 6-inches of aggregate
base.
The sanitary sewer consists of 10-inch gravity sanitary sewer. The water main is 6-inch and 8-
inch ductile iron pipe (DIP). The sanitary sewer and water mains are in operating condition, but
near the mid-point of their average material lifespan.
FEASIBILITY REPORT STJOE 188782
Page 5
3.6 Rivers Bend Subdivision
Jade Road was constructed in 2007. The pavement section is a 40-foot wide urban section
consisting of 3.5-inches of bituminous surfacing overlaying 6-inches of aggregate base overlying
an 18-inch structural section of select granular material. At the bottom of the structural section is
geotextile fabric to separate underlying soils from the street section.
12” DIP watermain exists along Jade Road, originally constructed in 2007. No sanitary sewer
exists along this segment of Jade Road. The water main is in operating condition and within it’s
pipe material lifespan.
3.7 Liberty Pointe Subdivision
Dale Street was originally constructed in 2003. The pavement section is a 38-foot wide urban
section consisting of 4-inches of bituminous overlying 6 inches of aggregate base overlying an
18-inch structural section of select granular material. At the bottom of the structural section is
geotextile fabric to separate underlying soils from the street section, 4 -inch perforated drain tile
was also installed at the bottom of the structural section to manage sub-surface drainage from
the street section.
The sanitary sewer consists of 8-inch gravity sanitary sewer. The water main is 8-inch ductile iron
pipe (DIP). The sanitary sewer and water mains are in operating condition and within their pipe
material lifespan.
3.8 Klinefelter Park
Klinefelter Park pedestrian trail was originally constructed in 1996 and recently resurfaced in
2024.
The paved 10th Avenue parking lot on the north side of the park shelter was constructed in 2007.
The age of the Klinefelter Way gravel parking lot is not exactly known, but historical aerial photos
suggest it developed between 2004 and 2006 with the Graceview Estates subdivision. The
Klinefelter Way parking lot consists of aggregate surfacing.
3.9 College Subdivision 2nd Addition
Callaway Street East was originally constructed in 2004. The pavement section is a 36-foot wide
urban section consisting of 3.5-inches of bituminous overlying 7 inches of aggregate base.
No sanitary sewer or watermain underly this segment of Callaway Street East, aside from a small
stretch near 4th Avenue SE. Sanitary sewer and watermain that served the College 2nd and 3rd
Additions were installed in the southern boulevard in 2012. The sanitary sewer and water mains that
do exist along Callaway Street E are in operating condition and within their pipe material lifespan.
FEASIBILITY REPORT STJOE 188782
Page 6
4 Proposed Improvements
4.1 Morningside, Foxmore Hollow, Hillside, and Hilltop Subdivisions
Morningside Loop, and a portion of 2nd Avenue SW are proposed to be improved by Full Depth
Reclamation (FDR) and repave methods. This work entails reclaiming (grinding) existing
bituminous surfacing and underlying aggregate base into a uniform blend, grading and
compacting, and placing 3.5-inches of new bituminous surfacing. Hill Street West, Iverson Street
W and 3rd Avenue SW are proposed to be improved by the FDR method with 4-inches of new
bituminous surfacing. These improvements will allow the existing aggregate base and curb and
gutter to be left in place but also provide a brand-new pavement surface. Because all existing
pavement will be reclaimed, reflective cracking will be minimized by comparison to an overlay.
ADA improvements are proposed along Hill Street West and Iverson Street West to bring existing
pedestrian ramps up to current ADA standards. Existing damaged sidewalk and severely
damaged curb and gutter, where present, is proposed to be replaced on a spot basis as needed.
Not all curb and gutter will be identified for replacement and only the worst will be targeted for
replacement. Aggregate shouldering is proposed along Hill Street West and 3rd Avenue SW
where no curb and gutter exists.
1st Avenue SW, Foxmore Way SW, and parts of 2nd Avenue SW are proposed to be improved
with an edge mill and bituminous overlay. A bituminous overlay will help to extend the pavement
service life expectancy of the original roadway past the 20-year design period and is used for
functional improvements including enhanced smoothness, friction, and profile of the roa dway.
Overlays are applied over stable pavements with a sound (gravel/subsurface) base where visible
surface distresses may include moderate to extreme raveling, longitudinal and transverse cracks,
and a moderate amount of existing patching in good condition. Depending on traffic levels, an
overlay will help extend the service life of a bituminous street an additional 10- to 12-years when
combined with other maintenance techniques. Overlays typically do not prevent reflective
cracking from developing form the underlying pavement layers, and cracking may develop within
one year of overlaying. The improvements for 1st Avenue SW, Foxmore Way SW, and 2nd
Avenue SW are illustrated in Figure 2.
To accommodate the extra thickness of bituminous on top of the existing surface, the outside 6-
to 8-feet of bituminous pavement surface will be milled down approximately 1-inch to allow the
new pavement layer to be paved more closely to the surface level of the concrete gutter on urban
roadways and the driveways on rural roadways. A typical bituminous overlay is shown in Figure
9. Damaged curb and gutter is proposed to be replaced as needed.
Watermain is proposed to be replaced as shown in Figure 2. PVC watermain pipe materials are
proposed to be used for the mains, and polyethylene (PE) pipe for service lines. PVC and PE
pipes are more resistant to corrosion that DIP.
Areas with utility improvements will require streets to be reconstructed. This includes excavating
materials to a subgrade level where native soils are present. Aggregate base will be installed,
graded, and compacted, followed by installation of concrete c urb and gutter (where necessary).
Finally, new bituminous surfacing will be installed.
To maintain compliance with sign reflectivity requirements of the Minnesota Manual of Uniform
Traffic Control Devices (MMUTCD), both regulatory and street name signs panels are proposed
to be replaced where needed.
FEASIBILITY REPORT STJOE 188782
Page 7
4.2 Northland Heights Subdivision
The Northland Heights subdivision (Iris Lane, Jasmine Lane E, 13th Avenue NE, and 14th Avenue
NE) is proposed to be improved with a bituminous overlay. A bituminous overlay will help to
extend the pavement service life expectancy of the original roadway past the 20 -year design
period and is used for functional improvements including enhanced smoothness, friction, and
profile of the roadway. Overlays are applied over stable pavements with a sound
(gravel/subsurface) base where visible surface distresses may include moderate to extreme
raveling, longitudinal and transverse cracks, and a moderate amount of existing patching in good
condition. Depending on traffic levels, an overlay will help extend the service life of a bituminous
street an additional 10- to 12-years when combined with other maintenance techniques. Overlays
typically do not prevent reflective cracking from developing from the underlying pavement layers.
Cracking may develop within one year of overlaying. The improvements for the Northland Heights
subdivision are illustrated in Figure 3.
To accommodate the extra thickness of bituminous on top of the existing surface, the outside 6-
to 8-feet of bituminous pavement surface will be milled down approximately 1-inch to allow the
new pavement layer to be paved more closely to the concrete gutter surface on urban roadways
and the driveways on rural roadways. A typical bituminous overlay section is shown in Figure 10.
Significantly damaged curb and gutter are proposed to be replaced on a limited spot basis.
To maintain compliance with sign reflectivity requirements of the Minnesota Manual of Uniform
Traffic Control Devices (MMUTCD), both regulatory and street name signs panels are proposed
to be replaced where needed.
4.3 MJH Subdivision
Ridgewood Court was listed on the City’s 2019 Pavement Maintenance Plan for potential
improvement in 2026. After review, it is proposed that no improvements are performed along
Ridgewood Court in 2026, and that this street segment is evaluated as part of the City’s new CIP.
4.4 Buettner Business Park, Borgert Industrial Park Plat 2, and
Rennie Subdivisions
Elm Street E, 19th Avenue NE, and 15th Avenue NE are proposed to be improved with Full Depth
Reclamation (FDR) and repave methods. This work entails reclaiming (grinding) existing
bituminous surfacing and underlying aggregate base into a uniform blend, grading and
compacting, and placing 4-inches of new bituminous surfacing. These improvements will allow
the existing aggregate base and curb and gutter to be left in place but also provide a brand-new
pavement surface. Because all existing pavement will be reclaimed, reflective cracking will be
minimized by comparison to an overlay. Existing damaged curb and gutter, where present, is
proposed to be replaced on a spot basis as needed. Improvements and typical sections for this
area are illustrated in Figures 4 & 10.
To maintain compliance with sign reflectivity requirements of the Minnesota Manual of Uniform
Traffic Control Devices (MMUTCD), both regulatory and street name signs panels are proposed
to be replaced where needed.
FEASIBILITY REPORT STJOE 188782
Page 8
4.5 Cloverdale Estates 2nd Addition
Baker Street E is proposed to be improved with Full Depth Reclamation (FDR) and repave
methods. This work entails reclaiming (grinding) existing bituminous surfacing and underlying
aggregate base into a uniform blend, grading and compacting, and placing 4-inches of new
bituminous surfacing. These improvements will allow the existing aggregate base and curb and
gutter to be left in place but also provide a brand-new pavement surface. Because all existing
pavement will be reclaimed, reflective cracking will be minimized by comparison to an overlay.
Existing damaged curb and gutter, where present, is proposed to be replaced on a spot basis as
needed. Improvements and typical sections for this area are illustrated in Figures 5 & 10.
Bituminous trail construction is proposed along the south side of Baker Street west of 7th Avenue
SE. Concrete walk is proposed along the south side of Baker Street from 7 th Avenue SE to 12th
Avenue SE. Residential driveways will be patched to accommodate the new concrete walk. ADA
Pedestrian ramps are proposed at street intersections. Typical sections for bituminous trail and
concrete walk are illustrated in Figure 11.
To maintain compliance with sign reflectivity requirements of the Minnesota Manual of Uniform
Traffic Control Devices (MMUTCD), both regulatory and street name signs panels are proposed
to be replaced where needed.
4.6 Rivers Bend Subdivision
Jade Road is proposed to be improved with a bituminous overlay. A bituminous overlay will help
to extend the pavement service life expectancy of the original roadway past the 20-year design
period and is used for functional improvements including enhanced smoothness, friction, and
profile of the roadway. Overlays are applied over stable pavements with a sound
(gravel/subsurface) base where visible surface distresses may include moderate to extreme
raveling, longitudinal and transverse cracks, and a moderate amount of existing patching in good
condition. Depending on traffic levels, an overlay will help extend the service life of a bituminous
street an additional 10- to 12-years when combined with other maintenance techniques. Overlays
typically do not prevent reflective cracking from developing from the underlying pavement layers.
Cracking may develop within one year of overlaying. The improvements for Jade Road are
illustrated in Figure 6.
To accommodate the extra thickness of bituminous on top of the existing surface, the outside 6-
to 8-feet of bituminous pavement surface will be milled down approximately 1-inch to allow the
new pavement layer to be paved more closely to the concrete gutter surface on urban roadways
and the driveways on rural roadways. A typical bituminous overlay section is shown in Figure 11.
Significantly damaged curb and gutter are proposed to be replaced on a limited spot basis.
To maintain compliance with sign reflectivity requirements of the Minnesota Manual of Uniform
Traffic Control Devices (MMUTCD), both regulatory and street name signs panels are proposed
to be replaced where needed.
FEASIBILITY REPORT STJOE 188782
Page 9
4.7 Liberty Pointe Subdivision
Dale Street is proposed to be improved with Full Depth Reclamation (FDR) and repave methods.
This work entails reclaiming (grinding) existing bituminous surfacing and underlying aggregate
base into a uniform blend, grading and compacting, and placing 4-inches of new bituminous
surfacing. These improvements will allow the existing aggregate base and curb and gutter to be
left in place but also provide a brand-new pavement surface. Because all existing pavement will
be reclaimed, reflective cracking will be minimized by comparison to an overlay. Existing
damaged curb and gutter, where present, is proposed to be replaced on a spot basis as needed.
Improvements and typical sections for this area are illustrated in Figures 7 & 10.
To maintain compliance with sign reflectivity requirements of the Minnesota Manual of Uniform
Traffic Control Devices (MMUTCD), both regulatory and street name signs panels are proposed
to be replaced where needed.
4.8 Klinefelter Park
The Klinefelter Park gravel parking lot at the end of Klinefelter Way is proposed to be
reconstructed. This improvement would include concrete curb and gutter, storm sewer (if
necessary), aggregate base, and bituminous surfacing. This improvement will increase the
capacity of the parking lot. Striping would be added to the parking lot, including designated
handicap parking stalls. Improvements and typical sections for this area are illustrated in Figures
8 & 11.
4.9 College Subdivision 2nd Addition
Callaway Street E is proposed to be improved with a bituminous overlay. A bituminous overlay
will help to extend the pavement service life expectancy of the original roadway past the 20 -year
design period and is used for functional improvements including enhanced smoothness, friction,
and profile of the roadway. Overlays are applied over stable pavements with a sound
(gravel/subsurface) base where visible surface distresses may include moderate to extreme
raveling, longitudinal and transverse cracks, and a moderate amount of existing patching in good
condition. Depending on traffic levels, an overlay will help extend the service life of a bituminous
street an additional 10- to 12-years when combined with other maintenance techniques. Overlays
typically do not prevent reflective cracking from developing from the underlying pavement layers.
Cracking may develop within one year of overlaying. The improvements for Callaway Street E are
illustrated in Figure 9.
To accommodate the extra thickness of bituminous on top of the existing surface, the outside 6-
to 8-feet of bituminous pavement surface will be milled down approximately 1-inch to allow the
new pavement layer to be paved more closely to the concrete gutter surface on urban roadways
and the driveways on rural roadways. A typical bituminous overlay section is shown in Figure 10.
Significantly damaged curb and gutter are proposed to be replaced on a limited spot basis.
To maintain compliance with sign reflectivity requirements of the Minnesota Manual of Uniform
Traffic Control Devices (MMUTCD), both regulatory and street name signs panels are proposed
to be replaced where needed.
FEASIBILITY REPORT STJOE 188782
Page 10
5 Probable Costs
The probable costs for the improvements are summarized below. A detailed opinion of cost
appears in the Appendix.
Table 1 – Opinion of Probable Cost
Item Cost
Construction $4,852,500
Contingency $578,800
Feasibility Report $38,900
Design and Construction $679,500
Soil Borings $9,700
Legal, Fiscal, and Administrative $388,300
Total $6,547,700
Table 2 – Probable Cost by Project Area
Item Type of Improvement Cost
Morningside Neighborhood Watermain / Overlay /
Reclaim & Repave / Reconstruction
$3,930,200
Northland Heights Edge Mill & Overlay $419,800
Business Park-Elm St, 15th & 19th Ave Full Depth Mill & Repave $1,221,000
Baker Street Full Depth Mill & Repave $489,800
Jade Road Edge Mill & Overlay $200,100
Dale Street Full Depth Mill & Repave $108,200
Klinefelter Parking Lot New Construction $59,300
Callaway Street Edge Mill & Overlay $119,300
Total $6,547,700
6 Project Funding and Special Assessments
For surface improvements, the City’s Special Assessment Policy prescribes the assessment
methodology to be on the basis of “frontage” or “footage” unless the assessable costs would be
more equitably distributed on a different basis. Since many of the lots abutting the project are
regular shaped, the frontage methodology will be applicable.
For frontage assessments, rectangular interior lots are assessed the frontage equal to the
dimension of the side of the lot abutting the improvement. Rectangular corner lots are assessed
100% of the short side footage of the lot abutting the improvement and 50% of the long side
footage of the lot abutting the improvement. For irregular shaped lots, the “frontage” shall be
computed as the average width of the lot.
The City’s assessment policy describes that it will specially assess properties that have been
previously assessed for improvements up to 60% of the total project cost and to subsidize the
FEASIBILITY REPORT STJOE 188782
Page 11
remaining percentage with City funds. The improvements to pedestrian ramps to conform with
ADA standards shall not be assessed.
Table 3 – Preliminary Funding by Project Area
Project Area
Surface
Assessment Level
(60%)
City
Subsidy Total
Morningside Neighborhood-Street $504,049 $861,151 $1,365,200
Morningside Neighborhood-Watermain $2,565,000 $2,565,000
Northland Heights $216,582 $203,218 $419,800
Business Park-Elm St, 15th & 19th Ave $732,560 $488,440 $1,221,000
Baker Street $182,774 $307,026 $489,800
Jade Road $120,072 $80,028 $200,100
Dale Street $81,006 $27,194 $108,200
Klinefelter Parking Lot $59,300 $59,300
Callaway Street $110,893 $8,407 $119,300
Total $1,942,434 $4,605,266 $6,547,700
FEASIBILITY REPORT STJOE 188782
Page 12
Table 4 – Preliminary Special Assessment Rates
Project Area
Type of
Improvement
32' Wide Street
Overlay
(60%)
36' Wide Street
Overlay
(60%)
32'-34' Wide
Reclaim & Repave
(60%)
36'-38' Wide
Reclaim & Repave
(60%)
40' Wide Reclaim
& Repave
(60%)
40' Wide Street
Overlay
(60%)
1st Ave SW, Foxmore Way, 2nd Ave SW,
Jasmine Lane, 13th Ave NE, 14th Ave NE
Overlay $27.86
2nd Ave SW, Hill St W, 3rd Ave SW,
Morningside Loop
Reclaim &
Repave
$27.25
Iverson Street W, Baker Street, Dale
Street
Reclaim &
Repave
$74.00
Iris Lane, Callaway St E Overlay $36.78
Business Park-Elm St, 15th & 19th Ave Reclaim &
Repave
$70.59
Jade Road Overlay $43.69
Figures
Figure 1 – Location Map
Figure 2 – Morningside, Foxmore Hollow, Hillside, and Hilltop Subdivisions
Figure 3 – Northland Heights Subdivision
Figure 4 – Buettner Business Park, Borgert Industrial Park Plat 2, and Rennie Subdivisions
Figure 5 – Cloverdale Estates 2nd Addition
Figure 6 – Rivers Bend Subdivision
Figure 7 – Liberty Pointe Subdivision
Figure 8 – Klinefelter Park
Figure 9 – College Subdivision 2nd Addition
Figure 10 – Typical Sections
Figure 11 – Typical Sections
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FIGURE
NO. 1
PROJECT NO.
DATE:
R
STJOE188782
12/12/2025
2026 STREET IMPROVEMENTS
ST. JOSEPH, MINNESOTA
0
feetscale
500 1000500
250
E. CALLAWAY ST.
STUDY AREA
(STREET OVERLAY)
12
T
H
A
V
E
.
S
E
W. MINNESOTA ST.
COUNTY RD. 75 W
CO
L
L
E
G
E
A
V
E
.
S
E. BAKER ST.
STUDY AREA
(RECLAIM & REPAVE)
16
T
H
A
V
E
.
S
E
CO
U
N
T
Y
R
D
.
7
5
W
15TH AVE. NE
STUDY AREA
(RECLAIM & REPAVE)
COU
N
T
Y
R
D
.
1
3
3
19TH AVE. NE
STUDY AREA
(RECLAIM &
REPAVE)
ELM ST. E
STUDY AREA
(RECLAIM & REPAVE)
14TH AVE. NE
STUDY AREA
(STREET OVERLAY)
IRIS LN. NE
STUDY AREA
(STREET OVERLAY)
13TH AVE. NE
STUDY AREA
(STREET OVERLAY)
JASMINE LN.
STUDY AREA
(STREET OVERLAY)
NO
R
T
H
L
A
N
D
D
R
.
JADE RD.
STUDY AREA
(STREET OVERLAY)
MORNINGSIDE NEIGHBORHOOD
STUDY AREA (RECLAIM & REPAVE
AND STREET OVERLAY)
TRAIL
STUDY AREA
TRAIL STUDY AREA
KLINEFELTER PARK
PARKING LOT STUDY
(NEW PARKING LOT
AND SIDEWALK)
DALE STREET
STUDY AREA
(RECLAIM & REPAVE)
RIDGEWOOD CT.
STUDY AREA
84.53532.0531
LEE J TORBORG REV TRUST
3451 PLUM CREEK DR
SAINT CLOUD, MN 56301
84.53532.0530
NICHOLAS W ANDRINGA
710 1ST AVE SW
SAINT JOSEPH, MN 56374
84.53532.0529
DANIEL VADNER
708 1ST AVE SW
SAINT JOSEPH, MN 56374
84.53532.0528
JOAN L STRUZYK
706 1ST AVE SW
ST JOSEPH, MN 56374
84.53532.0527
MALINDA POPP
704 1ST AVE SW
SAINT JOSEPH, MN 56374
84.53532.0526
JASON P MOHS
702 1ST AVE SW
SAINT JOSEPH, MN 56374
84.53532.0525
CHRISTEN STROLLO GORDON
700 1ST AVE SW
SAINT JOSEPH, MN 56374
84.53532.0524
MEADOW VIEW LLC
(101 FOXMORE WAY)
26500 COUNTY ROAD 2
SAINT CLOUD, MN 56301
84.53532.0523
JEFFREY PLATZ
103 FOXMORE WAY
SAINT JOSEPH, MN
56374
84.53532.0533
JEFFERY BOECKER
107 FOXMORE WAY
SAINT JOSEPH, MN 56374
84.53532.0520
ANDREA J MCCURDY
701 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0506
PHILIP PRAMANN
201 HILL ST W
SAINT JOSEPH, MN 56374
84.53532.0507
GERALD J FRIELER
713 1ST AVE SW
SAINT JOSEPH, MN 56374
84.53532.0508
KENT ASHEIM
711 1ST AVE SW
SAINT JOSEPH, MN 56374
84.53532.0509
JUDITH M ANDERSON
709 1ST AVE SW
SAINT JOSEPH, MN 56374
84.53532.0510
THOMAS KREMER
707 1ST AVE SW
SAINT JOSEPH, MN 56374
84.53532.0511
BRANDON L KRUSE
703 1ST AVE SW
SAINT JOSEPH, MN
56374
84.53532.0512
MARK BOWEN
104 FOXMORE WAY
SAINT JOSEPH, MN
56374
84.53532.0500
SHANE OHARA
704 2ND AVE SW
SAINT JOSEPH,
MN 56374
84.53532.0519
JEFFERY LAMPERT
703 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0518
MICHAEL S OSTERMAN
705 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0517
JENNIFER M EIYNCK
707 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0516
ROGER U & JEANETTE A
BUSCH
709 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0515
ROSANNE C SCHOEMEHL &
GEORGE A WALLNER J
711 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0514
STEVEN R VOGT
713 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0513
RYAN KREMERS
715 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0501
JULIE JORDAN
706 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0502
PAUL K & PATRICIA A
MCINTYRE
708 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0503
JENNIFER L CHIRHART
710 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0504
FELICIANO SALGADO JR
712 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53532.0505
SHERRI HODGE
714 2ND AVE SW
SAINT JOSEPH, MN 56374
84.53793.0200
THOMAS W BRETH & JOAN B
BRETH REV TRUST
809 COLLEGE AVE S
SAINT JOSEPH, MN 56374
84.53793.0201
THOMAS F HOMAN
100 HILL ST W
SAINT JOSEPH, MN
56374
84.53793.0202
THOMAS F HOMAN
104 HILL ST W
SAINT JOSEPH, MN
56374
84.53793.0203
GERARDO URBANO
110 HILL ST W
SAINT JOSEPH, MN
56374
84.53793.0204
ROBERT S & ANNA
T REISCHL
200 HILL ST W
SAINT JOSEPH, MN
56374
84.53793.0207
DEBRA A VIEHAUSER
206 HILL ST W
SAINT JOSEPH, MN 56374
84.53793.0208
WILLIAM D &
MARILYN L RUHR
218 HILL ST W
SAINT JOSEPH, MN
56374
84.53793.0210
TERRY L SPRAGUE
224 HILL ST W
SAINT JOSEPH, MN
56374
84.53793.0211
JAKE GOODELL
230 HILL ST W
SAINT JOSEPH,
MN 56374
84.53433.0068
NORTHERN NATURAL GAS CO
(236 HILL ST W
SAINT JOSEPH, MN 56374)
OMAHA, NE 68103
84.53793.0205
ROBERT S & ANNA T
REISCHL
200 HILL ST W
SAINT JOSEPH, MN
56374
84.53793.0209
WILLIAM D &
MARILYN L RUHR
218 HILL ST W
SAINT JOSEPH, MN
56374
84.53470.0086
SISTERS OF THE ORDER OF ST BEN
(211 HILL ST W)
104 CHAPEL LN
SAINT JOSEPH, MN 5637484.53300.0326
SISTERS OF THE ORDER OF ST BEN
104 CHAPEL LN
SAINT JOSEPH, MN 56374
84.53945.0049
RICHARD J & AUDREY J SCHROEDER
801 3RD AVE SW
SAINT JOSEPH, MN 56374
84.53945.0048
CRAIG D ETHEN TRUST
301 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0047
JEREMY HENRIKSON
401 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0007
RANDALL C & DEBORAH BUNNELL
601 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0006
BRIAN A & LINDA M JOHNSON
605 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0005
ELIZABETH SCHLOEMER
701 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0004
DUANE & LAURA GREGORY
705 HILL ST W
SAINT JOSEPH, MN 5637484.53300.0326
SISTERS OF THE ORDER OF ST BEN
104 CHAPEL LN
SAINT JOSEPH, MN 56374
84.53945.0009
ALEX GREENE
708 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0010
CHARLES S & REBECCA NEESER
704 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0011
THOMAS F & BARBARA A NIELAND
700 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0012
BRANDON FOWLER
612 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0013
ANDREW B & MARY A
SCHREIFELS
608 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0014
DEVYN T MARGL
604 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0015
DANIEL J & LORI D FELIX
600 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0016
MARK G & BETH LEITHER
504 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0017
ROY J SCHLEPER
400 HILL ST W
SAINT JOSEPH, MN 56374
84.53945.0049
RICHARD J & AUDREY J SCHROEDER
801 3RD AVE SW
SAINT JOSEPH, MN 56374
84.53945.0019
BENJAMIN T PRIGGE
813 3RD AVE SW
SAINT JOSEPH, MN 56374
84.53945.0020
MICHAEL G HANAUSKA
817 3RD AVE SW
SAINT JOSEPH, MN 56374
84.53434.0015
RANDALL A BRODA
825 3RD AVE SW
SAINT JOSEPH, MN 56374
84.53793.0212
JOHN R & ILENE E SCHROEDER
806 3RD AVE SW
SAINT JOSEPH, MN 56374
84.53793.0213
JOHN R & ILENE E SCHROEDER
806 3RD AVE SW
SAINT JOSEPH, MN 56374
84.53793.0214
ROBERT A & DEBRA K GRISE
814 3RD AVE SW
SAINT JOSEPH, MN 56374
84.53793.0215
TODD W & BRENDA J CORROW
818 3RD AVE SW
SAINT JOSEPH, MN 56374
84.53793.0216
JOYCE A EIYNCK
822 3RD AVE SW
SAINT JOSEPH, MN 56374
84.53733.0310
MARC A & KARA L CASSEN
213 IVERSON ST W
SAINT JOSEPH, MN 56374
84.53733.0311
NICHOLAS J
ZIEGLMEIER
209 IVERSON
ST W
SAINT JOSEPH,
MN 56374
84.53733.0312
SARAH GIBBISON
205 IVERSON ST W
SAINT JOSEPH, MN
56374
84.53733.0313
CASEY D & YOKE F
MAXWELL
201 IVERSON ST W
SAINT JOSEPH, MN
56374
84.53733.0328
BENJAMIN H HALBERT
828 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0339
CORY BEMBOOM
117 IVERSON ST W
SAINT JOSEPH, MN
56374
84.53733.0338
JOSEPH ORCUTT
113 IVERSON ST W
SAINT JOSEPH, MN
56374
84.53733.0337
JONATHAN L RITTER
802 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0327
JOHN P & CHERYLE A
CUNNINGHAM
801 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0301
THOMAS W & JANE LOWELL
101 IVERSON ST W
SAINT JOSEPH, MN 56374
84.53733.0302
JEFFERY A BUERSKEN
102 IVERSON ST W
SAINT JOSEPH, MN 56374
84.53799.0017
DAVID M WALDHAM
104 IVERSON ST W
SAINT JOSEPH, MN 56374
84.53799.0016
NGA NGUYEN
106 IVERSON ST W #17
SAINT JOSEPH, MN
56374
84.53799.0015
JENNIFER A
SWENSON
108 IVERSON ST W
SAINT JOSEPH, MN
56374
84.53799.0012
DIANE SCHERER
102 IVERSON ST W
#13
SAINT JOSEPH, MN
56374
84.53733.0014
CORREY TOMFORD
110 IVERSON ST W
SAINT JOSEPH, MN
56374
84.53799.0013
TODD D WURZER
112 IVERSON ST W
SAINT JOSEPH, MN
56374
84.53799.0008
PATRICIA D
MCDONALD-DITLEVSON
120 IVERSON ST W
SAINT JOSEPH, MN
56374
84.53799.0009
RHONDA K DAHLGREN
122 IVERSON ST W #10
SAINT JOSEPH, MN
56374
84.53799.0010
LAURA R ROXBERG
124 IVERSON ST W
SAINT JOSEPH, MN 56374
84.53799.0011
MARGUERITE L FOGARTY
126 IVERSON ST W
SAINT JOSEPH, MN 56374
84.53799.0004
(136 IVERSON ST W)
84.53799.0005
(134 IVERSON ST W)
84.53799.0006
(132 IVERSON ST W)
84.53799.0007
(130 IVERSON ST W)
BENJAMIN H HALBERT
828 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53799.0000
(140 IVERSON ST W)
84.53799.0001
(142 IVERSON ST W)
84.53799.0002
(144 IVERSON ST W)
84.53799.0003
(146 IVERSON ST W)
BENJAMIN H HALBERT
828 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0340
DBBA ST JOE LLC
(198 IVERSON ST W
SAINT JOSEPH, MN 56374)
7505 HIGHWAY 7
SAINT LOUIS PARK, MN 55426
84.53733.0314
TRAVIS S DINGMANN
827 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0315
FRANCISCO J MIXTECO-RAMIREZ
825 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0316
STEPHANIE RAMLAKHAN
823 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0317
NICHOLAS BLONIGEN
821 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0318
SEAN TERRES
819 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0319
MAXWELL A BRUNCKHORST
817 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0320
MARK HARDING
815 MORNINGSIDE
LOOP
SAINT JOSEPH, MN
56374
84.53733.0321
KEITH TORBORG
813 MORNINGSIDE
LOOP
SAINT JOSEPH, MN
56374
84.53733.0322
ETHAN M
THOEMKE
811 MORNINGSIDE
LOOP
SAINT JOSEPH, MN
56374
84.53733.0323
RANDALL K LARSON
809 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0324
MARK A SWENSON
807 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0325
MARK ROSTEN
805 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0326
ANDREW B SCOTT
803 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0336
LOGAN STEPAN
804 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0335
COURTNEY HASBROOK
806 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0334
JOSEPH J RAUSCH
812 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0333
ROBERT KACHELSKI
814 MORNINGSIDE LOOP
SAINT JOSEPH, MN
56374
84.53733.0332
DWAYNE J BERGSNEV
816 MORNINGSIDE LOOP
SAINT JOSEPH, MN
56374
84.53733.0331
LEONARD E VOSSEN
820 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0330
SCOTT M HEINEN
824 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
84.53733.0329
BLAKE THEISEN
826 MORNINGSIDE LOOP
SAINT JOSEPH, MN 56374
12/12/2025
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100 200100
50
PROJECT NO.
DATE:
R
STJOE 188782 2026 STREET IMPROVEMENTS
ST. JOSEPH, MINNESOTA
CO
L
L
E
G
E
A
V
E
S
HILL ST W
HILL ST W
MORNINGSIDE LOOP
IVER
S
O
N
S
T
W
RECLAIM & REPAVE
I I I I I I
I I I
I
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8" C900 PVC
I
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10" C900 PVC
10" C900 PVC
8"
C
9
0
0
P
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10" DIP
8" DIP
10
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C
9
0
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P
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1
2
"
D
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12
"
D
I
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STREET OVERLAY
RECLAIM & REPAVE
1S
T
A
V
E
S
W
2N
D
A
V
E
S
W
FOXMORE WAY
10
3
R
D
A
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E
RECONSTRUCTED
WATER MAIN
EXISTING
WATER MAIN
CONNECT TO EX.
WATER MAIN
RECONSTRUCTED
WATER MAIN
EXISTING
WATER MAIN
RECLAIM & REPAVE
STREET OVERLAY
LEGEND:
NEW TRAIL
NEW SIDEWALK
EXISTING
WATER MAIN
CONNECT TO EX.
WATER MAIN
CONNECT TO EX.
WATER MAIN
CONNECT TO EX.
WATER MAIN
CONNECT TO EX.
WATER MAIN
84.53736.0089
LUMBER ONE DEVELOPMENT CO LLC
AVON, MN 56310
84.53736.0080
LUMBER ONE
DEVELOPMENT CO LLC
(1302 IRIS LN
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0081
JOSHUAA DEWENTER
1306 IRIS LN
SAINT JOSEPH, MN
56374
84.53736.0082
KARI P SCHOLZ
1308 IRIS LN
SAINT JOSEPH, MN
56374
84.53736.0083
JOHN ROSKE
1310 IRIS LN
SAINT JOSEPH, MN
56374
84.53736.0084
JOHN HEINEN
1316 IRIS LN
SAINT JOSEPH, MN
56374
84.53736.0085
LUMBER ONE
DEVELOPMENT CO LLC
(1320 IRIS LN
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0092
LAWRENCE R DONNAY & MARY
1324 IRIS LN
SAINT JOSEPH, MN 56374
84.53736.0033
LUMBER ONE
DEVELOPMENT CO LLC
(902 14TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0090
LUMBER ONE
DEVELOPMENT CO LLC
AVON, MN 56310
84.53736.0076
MAUREEN D FINKEN
1338 JASMINE LN
SAINT JOSEPH, MN
56374
84.53736.0077
LUMBER ONE
DEVELOPMENT CO LLC
(1325 IRIS LN
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0078
KLEIN BUILDERS INC
15703 FRUIT FARM RD
SAINT JOSEPH, MN 56374
84.53736.0078
NOAH NORDMANN
1313 IRIS LN
SAINT JOSEPH, MN 56374
84.53736.0064
JUSTIN & MICHELLE
BEEHLER
1309 IRIS LN
SAINT JOSEPH, MN 56374
84.53736.0065
KLEIN BUILDERS INC
15703 FRUIT FARM RD
SAINT JOSEPH, MN 56374
84.53736.0000
BETHANY J BERTRAM
1226 IRIS LN
SAINT JOSEPH, MN 56374
84.53736.0088
LUMBER ONE DEVELOPMENT CO LLC
AVON, MN 56310
84.53736.0001
LUMBER ONE
DEVELOPMENT CO LLC
(907 13TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0002
LUMBER ONE
DEVELOPMENT CO LLC
(911 13TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0003
TERRY A & LORI LYGRE
915 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0004
BRUCE J & ROSE J OSENDORF
921 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0005
LUMBER ONE
DEVELOPMENT CO LLC
(927 13TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0066
LUMBER ONE
DEVELOPMENT CO LLC
(910 13TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0067
ALEXANDER E BADE
914 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0068
ADAM J SAVOLAINEN
1304 JASMINE LN
SAINT JOSEPH, MN 56374
84.53300.0228
EDWIN M & LINDA A MERKLING
31125 COUNTY ROAD 2
SAINT JOSEPH, MN 56374
84.53736.0006
NICHOLAS P MURRAY
933 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0007
LUMBER ONE
DEVELOPMENT CO LLC
(935 13TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0008
KEVIN K SCHMIDT
941 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0009
LUMBER ONE
DEVELOPMENT CO LLC
(943 13TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0010
ARTHUR W SWANSTROM
945 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0011
ANN M SIEBEN REV TRUST
947 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0012
RICHARD G ZIMMER
951 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0013
ANGELA HOWE
955 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0014
LUMBER ONE
DEVELOPMENT CO LLC
(957 13TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310 84.53736.0015
GARY J SUNDERMAN
1003 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0016
LUMBER ONE
DEVELOPMENT CO LLC
(1005 13TH AVE NE
SAINT JOSEPH, MN
56374)
AVON, MN 56310
84.53736.0017
DALE J DERICHS
1011 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0018
LUMBER ONE
DEVELOPMENT CO LLC
(1015 13TH AVE NE
SAINT JOSEPH, MN
56374)
AVON, MN 56310
84.53736.0019
NICOLE L CHRISTENSEN
1021 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0020
TODD D SNYDER
1023 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0021
DAVID K LOCH
1027 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0022
CORY MITCHELL
1029 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0023
LOVONA M
BENGTSON REV
TRUST
1031 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0024
TIMOTHY J VALEK
1033 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0025
CHAD E MUELLER
1035 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0026
SCOTT SCHAEFER
944 14TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0027
ALYSSA A HEITZMAN
938 14TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0028
KEVIN RENNIE
33087 COUNTY ROAD 2
SAINT JOSEPH, MN 56374
84.53736.0029
LUMBER ONE
DEVELOPMENT CO LLC
(926 14TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0030
KELLER FAMILY TRUST
8265 EAST SOUTHERN AVE #462
MESA, AZ 85209
84.53736.0031
RANDY JEROME
914 14TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0032
ADAM C HORTSCH
908 14TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0069
LUMBER ONE
DEVELOPMENT CO LLC
(1306 JASMINE LN
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0070
LUMBER ONE
DEVELOPMENT CO LLC
(1310 JASMINE LN
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0071
LUMBER ONE
DEVELOPMENT CO LLC
(1314 JASMINE LN
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0072
JORDAN MATHIASEN
1316 JASMINE LN
SAINT JOSEPH, MN
56374
84.53736.0073
LUMBER ONE
DEVELOPMENT CO LLC
(1322 JASMINE LN
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0074
ADAM R RAFFERTY
1328 JASMINE LN
SAINT JOSEPH, MN
56374
84.53736.0075
MAUREEN D FINKEN
1338 JASMINE LN
SAINT JOSEPH, MN
56374
84.53736.0061
BRIAN J BUERMAN
934 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0062
SHANE D JOHNSON
936 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0063
JENNIFER L WALKER
942 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0034
TIMOTHY BUECKERS
944 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0035
TONY D & CYNTHIA A MAILE
1002 13TH AVE NE
SAINT JOSEPH, MN 56374
84.53736.0036
JONATHAN KOENIG
1006 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0037
JEREMY L PRIMUS
1010 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0038
ANDREA M REDETZKE
1012 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0039
JULIE A KRAUS
1014 13TH AVE NE
SAINT JOSEPH,
MN 56374
84.53736.0040
LACEY E SOLHEID
1016 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0041
THOMAS J DOSCH
1020 13TH AVE NE
SAINT JOSEPH, MN
56374
84.53736.0042
LUMBER ONE
DEVELOPMENT CO LLC
(1022 13TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0043
LUMBER ONE
DEVELOPMENT CO LLC
(1024 13TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0044
LUMBER ONE
DEVELOPMENT CO LLC
(1026 13TH AVE NE
SAINT JOSEPH, MN
56374)
AVON, MN 56310
84.53736.0045
LUMBER ONE
DEVELOPMENT CO LLC
(1028 13TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0046
NICHOLAS R
PETERSON
1030 13TH AVE NE
SAINT JOSEPH,
MN 56374
84.53736.0047
LUMBER ONE
DEVELOPMENT CO LLC
(1032 13TH AVE NE
SAINT JOSEPH, MN
56374)
AVON, MN 56310
84.53736.0048
LUMBER ONE
DEVELOPMENT CO
LLC
(1034 13TH AVE NE
SAINT JOSEPH, MN
56374)
AVON, MN 56310
84.53736.0049
LUMBER ONE
DEVELOPMENT CO LLC
(941 14TH AVE NE
SAINT JOSEPH, MN
56374)
AVON, MN 56310
84.53736.0050
LUMBER ONE
DEVELOPMENT CO LLC
(929 14TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0051
LUMBER ONE
DEVELOPMENT CO LLC
(917 14TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0052
LUMBER ONE
DEVELOPMENT CO LLC
(911 14TH AVE NE
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0053
NICHOLAS L S HATHAWAY
1335 JASMINE LN
SAINT JOSEPH, MN 5637484.53736.0054
LUMBER ONE
DEVELOPMENT CO LLC
(1331 JASMINE LN
SAINT JOSEPH, MN 56374)
AVON, MN 56310
84.53736.0091
SHARON FINKEN
1327 JASMINE LN
SAINT JOSEPH, MN
56374
84.53736.0057
FRONTIER LAND LLC
17207 198TH AVE NW
BIG LAKE, MN 5530984.53736.0058
BENJAMIN J LANNERS
1315 JASMINE LN E
SAINT JOSEPH, MN
56374
84.53736.0059
WESTON KERZMAN
1311 JASMINE LN NE
SAINT JOSEPH, MN
56374
84.53736.0060
JACALYN VOIGT
1307 JASMINE LN NE
SAINT JOSEPH, MN
56374
12/12/2025
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80 16080
40
PROJECT NO.
DATE:
R
STJOE 188782
IRIS LN NE
2026 STREET IMPROVEMENTS
ST. JOSEPH, MINNESOTA
JASMINE LN E
1
3
T
H
A
V
E
N
E
N
O
R
T
H
L
A
N
D
D
R
13TH AVE NE
14T
H
A
V
E
N
E
STREET OVERLAY
RECLAIM & REPAVE
STREET OVERLAY
LEGEND:
NEW TRAIL
NEW SIDEWALK
84.53470.0110
TWIN CITY CONCRETE
PRODUCTS CO
2025 CENTRE POINTE BLVD
MENDOTA HEIGHTS, MN 55120
84.53470.0110
TWIN CITY CONCRETE PRODUCTS CO
2025 CENTRE POINTE BLVD
MENDOTA HEIGHTS, MN 55120
84.53470.0106
CARWINKEL HOLDINGS LLC
3015 4TH ST N
WAITE PARK, MN 56387
84.53794.0040
LYON MLM PROPERTIES
LLC
31664 CEDAR RIDGE RD
SAINT JOSEPH, MN 56374
84.53794.0034
PRECISE PROPERTIES LLC
628 19TH AVE NE
SAINT JOSEPH, MN 56374
84.53794.0032
PRECISE
PROPERTIES LLC
628 19TH AVE NE
SAINT JOSEPH, MN
56374
84.53794.0030
TKP HOLDINGS LLC
636 19TH AVE NE
SAINT JOSEPH, MN 56374
84.53794.0044
DALE R KIFFMEYER
17374 COUNTY ROAD 9
RICHMOND, MN 56368
84.53794.0026
MIDCONTINENT
COMMUNICATIONS
(710 19TH AVE NE
SAINT JOSEPH, MN 56374)
SIOUX FALLS, SD 57117
84.53794.0024
RJE PROPERTIES LLC
(718 19TH AVE NE
SAINT JOSEPH, MN
56368)
RICE, MN 56367
84.53945.0060
MCMULLEN-HALL
PROPERTIES LP
726 19TH AVE NE
SAINT JOSEPH, MN
56374
84.53945.0060
MCMULLEN-HALL PROPERTIES LP
726 19TH AVE NE
SAINT JOSEPH, MN 56374
84.53945.0050
MWS PROPERTIES LLP
1240 GREEN VALLEY RD
BEAVER DAM, WI 53916
84.53800.0000
VNT LLC
833 19TH AVE NE
SAINT JOSEPH, MN 56374
84.53800.0003
ST JOE MINI-STORAGE LLC
819 19TH AVE NE
SAINT JOSEPH, MN 56374
84.53794.0000
R&R LANGE
PROPERTIES LLC
48 3RD ST N
WAITE PARK, MN
56387
84.53794.0002
R&R LANGE
PROPERTIES LLC
48 3RD ST N
WAITE PARK, MN
56387
84.53794.0004
R&R LANGE
PROPERTIES LLC
48 3RD ST N
WAITE PARK, MN
56387
84.53794.0006
DUAN P WESTRA
5624 WEST OAKS DR
SAINT CLOUD, MN
56303
84.53794.0008
M&S HOLDING COMPANY LLC
703 19TH AVE NE
SAINT JOSEPH, MN 56734
84.53794.0012
ACC OF COLD SPRING
PROPERTIES
4507 31ST AVE SE
SAINT CLOUD, MN 56304
84.53794.0014
ACC OF COLD SPRING
PROPERTIES
4507 31ST AVE SE
SAINT CLOUD, MN 56304
84.53794.0016
JESAS EQUITIES LLC
617 19TH AVE NE
SAINT JOSEPH, MN
56374
84.53794.0018
ZAHARA 7 LLC
611 19TH AVE NE
SAINT JOSEPH, MN
56374
84.53794.0020
CITY OF SAINT JOSEPH
75 CALLAWAY ST E
SAINT JOSEPH, MN 56374
84.53470.0100
CITY OF SAINT JOSEPH
75 CALLAWAY ST E
SAINT JOSEPH, MN 56374
84.53470.0102
CITY OF SAINT JOSEPH
75 CALLAWAY ST E
SAINT JOSEPH, MN 56374
84.53470.0104
TWIN CITY CONCRETE PRODUCTS CO
2025 CENTRE POINTE BLVD
MENDOTA HEIGHTS, MN 55120
84.53470.0112
TWIN CITY CONCRETE PRODUCTS CO
2025 CENTRE POINTE BLVD
MENDOTA HEIGHTS, MN 55120
84.53432.0067
TWIN CITY CONCRETE PRODUCTS CO
2025 CENTRE POINTE BLVD
MENDOTA HEIGHTS, MN 55120
84.53470.0230
ST JOE DEVELOPMENT LLC
815 COUNTY ROAD 75 E PO BOX 250
SAINT JOSEPH, MN 56374
84.53470.0242
DACOTAH PAPER CO
3940 15TH AVE N
FARGO, ND 58102
84.53470.0241
STRUZYK PROPERTIES LLC
37258 110TH AVE N
SAINT JOSEPH, MN 56374
84.53470.0240
CEDAR POINT STORAGE SOLUTIONS LLC
11342 30TH ST
CLEAR LAKE, MN 55319
84.53470.0226
MJ PROPERTY LLC
715 15TH AVE NE
SAINT JOSEPH, MN 56374
84.53470.0228
SECURED EARNINGS & WARRANTY LL
641 15TH AVE NE PO BOX 129
SAINT JOSEPH, MN 56374
84.53470.0254
NCD WAREHOUSE LLC
575 15TH AVE NE PO BOX 310
SAINT JOSEPH, MN 56374
84.53475.0202
COBORN REALTY COMPANY LTD
(1500 ELM ST E
SAINT JOSEPH, MN 56374)
SAINT CLOUD, MN 56302
84.53475.0200
MAGNIFI FINANCIAL
CREDIT UNION
20 4TH AVE SE
MELROSE, MN 56352
84.53470.0252
NCD WAREHOUSE LLC
575 15TH AVE NE PO BOX 310
SAINT JOSEPH, MN 56374
12/12/2025
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100 200100
50
PROJECT NO.
DATE:
R
STJOE 188782 2026 STREET IMPROVEMENTS
ST. JOSEPH, MINNESOTA
19TH AVE NE
15TH AVE NE
EL
M
S
T
E
C
O
R
D
1
3
3
RECLAIM & REPAVE
FI
R
S
T
E
RECLAIM & REPAVE
STREET OVERLAY
LEGEND:
NEW TRAIL
NEW SIDEWALK
84.53533.0105
GRACEVIEW ESTATES
HOMEOWNERS
3345 W ST GERMAIN ST
SAINT CLOUD MN 56301
84.53408.0000
ALLEN J & JEAN S
MARTHALER
139 7TH AVE SE
SAINT JOSEPH, MN 56374
84.53472.0023
DANIEL T DICK
138 7TH AVE SE
SAINT JOSEPH, MN 56374
84.53474.0082
GARY LOXTERKAMP
129 8TH AVE SE
SAINT JOSEPH, MN 56374
84.53474.0048
ADAM A LOMMEL
132 8TH AVE SE
SAINT JOSEPH, MN 56374
84.53474.0080
SHAWN D & SUSAN M
WINTER
137 9TH AVE SE
SAINT JOSEPH, MN 56374
84.53475.0080
SANDRA L BOCK
126 9TH AVE SE
SAINT JOSEPH, MN 56374
84.53471.0000
PATRICK J & KATHRYN M
MURPHY
907 BAKER ST E
SAINT JOSEPH, MN 56374
84.53471.0001
VICTORIA KONOP
909 BAKER ST E
SAINT JOSEPH, MN 56374
84.53471.0002
SEAN RICHARDS
911 BAKER ST E
SAINT JOSEPH, MN 56374
84.53471.0003
KATHRYN ANN DARLING
913 BAKER ST E
SAINT JOSEPH, MN 56374 84.53471.0004
MICHAEL HEINEN
915 BAKER ST E
SAINT JOSEPH, MN 56374
84.53471.0005
TERESA STAUBER
917 BAKER ST E
SAINT JOSEPH, MN 56374
84.53474.0028
NC JOHNSON PROPERTIES LLC
550 25TH AVE N
SAINT CLOUD, MN 56303
84.53790.0000
ANDREW M LAHR
127 12TH AVE SE
SAINT JOSEPH, MN 56374
84.53790.0027
ANDREW M LAHR
20112TH AVE SE
SAINT JOSEPH, MN 56374
84.53475.0008
CARLSON CROSSING TOWNHOMES OF ST JOSEPH
24707 COUNTY ROAD 75
SAINT AUGUSTA, MN 56301
84.53475.0006
CARLSON CROSSING TOWNHOMES OF ST JOSEPH
24707 COUNTY ROAD 75
SAINT AUGUSTA, MN 56301
84.53475.0004
CARLSON CROSSING TOWNHOMES OF ST JOSEPH
24707 COUNTY ROAD 75
SAINT AUGUSTA, MN 56301
84.53475.0002
PAUL E & LISA M WALLIN
810 BAKER ST
SAINT JOSEPH, MN 5637484.53474.0098
ANN M OLSON HADASH
804 BAKER ST E
SAINT JOSEPH, MN 56374
84.53472.0025
WATERFLY PROPERTIES
LLC
(712 BAKER ST E)
SAINT JOSEPH, MN 56374
84.53472.0026
JAMES C & RENEE C JOPP
708 BAKER ST E
SAINT JOSEPH, MN 56374
84.53472.0028
BRIAN R & BRENDA M
DONNAY
202 7TH AVE SE
SAINT JOSEPH, MN 56374
12/12/2025
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60 12060
30
PROJECT NO.
DATE:
R
STJOE 188782 2026 STREET IMPROVEMENTS
ST. JOSEPH, MINNESOTA
BAKER ST E
7T
H
A
V
E
S
E
8T
H
A
V
E
S
E
9T
H
A
V
E
S
E
10
T
H
A
V
E
S
E
12
T
H
A
V
E
S
E
CALLAWAY ST E
6T
H
A
V
E
S
E
NEW 8' BITUMINOUS TRAIL
NEW 6' CONCRETE
SIDEWALK
RECLAIM & REPAVE
RECLAIM & REPAVE
STREET OVERLAY
LEGEND:
NEW TRAIL
NEW SIDEWALK
84.53475.0820
C&L EXCAVATING INC
SAINT JOSEPH, MN 56374
84.53475.0819
C&L EXCAVATING INC
SAINT JOSEPH, MN 56374
84.53300.0322
CARMELA J MICK REV TRUST
28787 JADE RD
SAINT CLOUD, MN 56301
84.53494.0215
INDEPENDENT SCHOOL
DISTRICT #742
1201 2ND ST S
WAITE PARK, MN 56387
12/12/2025
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30
PROJECT NO.
DATE:
R
STJOE 188782 2026 STREET IMPROVEMENTS
ST. JOSEPH, MINNESOTA
C
O
L
L
E
G
E
A
V
E
S
JADE RD
KENNEDY
COMMUNITY
SCHOOL
STREET OVERLAY
RECLAIM & REPAVE
STREET OVERLAY
LEGEND:
NEW TRAIL
NEW SIDEWALK
84.53550.0019
CATHERINE L BROCKWAY
1605 DALE ST E
SAINT JOSEPH, MN 56374
84.53550.0020
RAYMOND J
BECHTOLD
1609 DALE ST E
SAINT JOSEPH, MN
56374
84.53550.0021
STEVEN & NANCY
FANGMEIER
(1615 DALE ST E
SAINT JOSEPH, MN
56374)
17248 PLEASANT LN
BRAINERD, MN 56401
84.53550.0022
CHERYL L PLOOF
1619 DALE ST E
SAINT JOSEPH, MN
56374
84.53550.0089
CURTIS & TRACY A
OPHOVEN
1308 DALE ST E
SAINT JOSEPH, MN
56374
84.53550.0090
KELLI F NADEAU
1707 DALE ST E
SAINT JOSEPH, MN
56374
84.53550.0091
VERA M POGATCHNIK
353 JEFFERSON LN
SAINT JOSEPH, MN
56374
84.53550.0095
LIBERTY POINTE HOMEOWNERS ASOC
SAINT CLOUD, MN 56302
84.53550.0103
PAUL E & PATRICA A
GANNON
1606 DALE ST E
SAINT JOSEPH, MN
56374
84.53550.0104
ELIANE JO GISLER TRUST
1610 DALE ST E
SAINT JOSEPH, MN 56374
84.53550.0081
DENNIS P LOECKEN &
CONNIE L LOECKEN REV
1616 DALE ST E
SAINT JOSEPH, MN 56374
84.53550.0082
TARA DARNALL
1602 DALE ST E
SAINT JOSEPH, MN
56374
84.53550.0105
ANN LANG
1704 DALE ST E
SAINT JOSEPH, MN
56374
84.53550.0106
ROSE M HULS
1708 DALE ST E
SAINT JOSEPH, MN
56374
84.53550.0096
FRED I SCHROEDER
348 JEFFERSON LN
SAINT JOSEPH, MN
56374
84.53550.0107
LIBERTY POINTE HOMEOWNERS ASOC
SAINT CLOUD, MN 56302
12/12/2025
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PROJECT NO.
DATE:
R
STJOE 188782 2026 STREET IMPROVEMENTS
ST. JOSEPH, MINNESOTA
JEFFE
R
S
O
N
L
N
E
DALE ST
RECLAIM & REPAVE
16
T
H
A
V
E
S
E
RECLAIM & REPAVE
STREET OVERLAY
LEGEND:
NEW TRAIL
NEW SIDEWALK
84.53400.0008
CITY OF ST JOSEPH
(1000 DALE ST E)
75 CALLAWAY ST E
SAINT JOSEPH, MN 56374
12/12/2025
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PROJECT NO.
DATE:
R
STJOE 188782 2026 STREET IMPROVEMENTS
ST. JOSEPH, MINNESOTA
KLINEFELTER WAY E
7T
H
A
V
E
S
E
KLINEFELTER PARK
BITUMINOUS PAVED PARKING LOT
WITH CONCRETE CURB & GUTTER
5' CONCRETE SIDEWALK
RECLAIM & REPAVE
STREET OVERLAY
LEGEND:
NEW TRAIL
NEW SIDEWALK
84.53475.0502
COLLEGE OF ST BENEDICT
37 COLLEGE AVE S
ST JOSEPH, MN 56374
84.53797.0950
CITY OF ST JOSEPH
75 CALLAWAY ST E
SAINT JOSEPH, MN 56374 84.53797.0951
MOXIE INVESTMENTS LLC
PO BOX 285
ST JOSEPH, MN 56374-0285
84.53797.0952
CITY OF ST JOSEPH
75 CALLAWAY ST E
SAINT JOSEPH, MN 56374
84.53533.0000
ISSE NOOR SUBANE
245 4TH AVE SE
SAINT JOSEPH, MN 56374
(ASSESSED ON 4TH AVE
IMPROVEMENTS)
84.53533.0017
JESSY F & ANGELA L MCKENZIE
303 4TH AVE SE
ST JOSEPH, MN 56374
(ASSESSED ON 4TH AVE
IMPROVEMENTS)
84.53475.0512
COLLEGE OF ST BENEDICT
37 COLLEGE AVE S
ST JOSEPH, MN 56374
84.53733.0169
WYNN HOLDINGS LLC
28542 HELD CT
COLD SPRING, MN 56320
84.53733.0170
MILL STREAM VILLAGE HOMEOWNERS ASSOCIATION
PO BOX 423
ST JOSEPH, MN 56374-0423
12/12/2025
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PROJECT NO.
DATE:
R
STJOE 188782 2026 STREET IMPROVEMENTS
ST. JOSEPH, MINNESOTA
CALLAWAY ST E
4T
H
A
V
E
S
E
CO
L
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S
C
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A
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C
T
STREET OVERLAY
RECLAIM & REPAVE
STREET OVERLAY
LEGEND:
NEW TRAIL
NEW SIDEWALK
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PROJECT NO.
DATE:
R
16'
32'
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FIGURE
NO. 10
PROJECT NO.
DATE:
R
STJOE 188782
12/12/2025
TYPICAL SECTIONS
2026 STREET IMPROVEMENTS
ST. JOSEPH, MINNESOTA
16'
EXISTING BITUMINUOUS
1 1/2" BITUMINOUS WEAR COURSE
BITUMINOUS TACK COAT
R/W R/W
CL
14-12" LIP (BOTH SIDES)
PROTECT EXISTING
B618 CONCRETE CURB
& GUTTER (TYP.)
±2.0%±2.0%
EXISTING AGGREGATE BASE
FINISHED GRADE
8' MILL EXISTING
BITUMINOUS TO 1.25" DEPTH
(BOTH SIDES)
16' - 17'
32' - 34'
16' - 17'
2" BITUMINOUS WEAR COURSE
2" BITUMINOUS WEAR COURSE
BITUMINOUS TACK COAT
R/W R/W
CL
1/4" LIP (BOTH SIDES)
PROTECT EXISTING
B618 CONCRETE CURB
& GUTTER (TYP.)
±2.0%±2.0%
EXISTING AGGREGATE BASE
FINISHED GRADE
4" FULL DEPTH BITUMINOUS MILL
REMOVAL
SCARIFY AND RECOMPACT TOP 4"
EXISTING CLASS 5 MATERIAL
18'
36'
18'
EXISTING BITUMINUOUS
1 1/2" BITUMINOUS WEAR COURSE
BITUMINOUS TACK COAT
R/W R/W
CL
14-12" LIP (BOTH SIDES)
PROTECT EXISTING
B618 CONCRETE CURB
& GUTTER (TYP.)
±2.0%±2.0%
EXISTING AGGREGATE BASE
FINISHED GRADE
8' MILL EXISTING
BITUMINOUS TO 1.25" DEPTH
(BOTH SIDES)
16'-17'
32'-34'
16'-17'
EXISTING BITUMINUOUS
1 1/2" BITUMINOUS WEAR COURSE
BITUMINOUS TACK COAT
R/W R/W
CL
±2.0%±2.0%
EXISTING AGGREGATE BASE
FINISHED GRADE
4" TOPSOIL (TYP)
4'4'
19-20'
38'-40'
19'-20'
2" BITUMINOUS WEAR COURSE
2" BITUMINOUS WEAR COURSE
BITUMINOUS TACK COAT
R/W R/W
CL
1/4" LIP (BOTH SIDES)
PROTECT EXISTING
B618 CONCRETE CURB
& GUTTER (TYP.)
±2.0%±2.0%
EXISTING AGGREGATE BASE
FINISHED GRADE
4" FULL DEPTH BITUMINOUS MILL
REMOVAL
SCARIFY AND RECOMPACT TOP 4"
EXISTING CLASS 5 MATERIAL
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FIGURE
NO. 11
PROJECT NO.
DATE:
R
STJOE 188782
12/12/2025
TYPICAL SECTIONS
2026 STREET IMPROVEMENTS
ST. JOSEPH, MINNESOTA
6'
4" CONCRETE SIDEWALK
6" AGGREGATE BASE
EXISTING COMPACTED SUBGRADE
1.5%
8'
FOG SEAL, CSS-1H DIULTED
3" BITUMINOUS WEARING COURSE
6" AGGREGATE BASE
EXISTING COMPACTED SUBGRADE
1.5%
PEDESTRIAN RAMP
6" CONCRETE SIDEWALK
6" AGGREGATE BASE, MNDOT CLASS V
COMPACTED SUBGRADE
NOTES:EXCAVATION OF EXISTING BASE MATERIALS
IS INCIDENTAL TO CONSTRUCTION1
KLINEFELTER PARK
NEW PARKING AREA
COMPACTED SUBGRADE
2" TYPE SP12.5 WEARING
COURSE MIXTURE (SPWEB230C)
8" AGGREGATE BASE, CLASS V
1.5" TYPE SP9.5 WEARING
COURSE MIXTURE (SPWEA240C)
BITUMINOUS TACK COAT
1
20'
40'
20'
EXISTING BITUMINUOUS
1 1/2" BITUMINOUS WEAR COURSE
BITUMINOUS TACK COAT
R/W R/W
CL
14-12" LIP (BOTH SIDES)
PROTECT EXISTING
B618 CONCRETE CURB
& GUTTER (TYP.)
±2.0%±2.0%
EXISTING AGGREGATE BASE
FINISHED GRADE
8' MILL EXISTING
BITUMINOUS TO 1.25" DEPTH
(BOTH SIDES)
Appendix A
Opinion of Probable Costs
BIT AREA (SY)8265 BIT AREA (SY)3576.666667 BIT AREA (SY)6563.333333 BIT AREA (SY)10298.33333 BIT AREA (SY)5611.666667 BIT AREA (SY)8592.222222 BIT AREA (SY)142.2222222 BIT AREA (SY)5866.666667 BIT AREA (SY)8494.444444 BIT AREA (SY)2255.555556 BIT AREA (SY)722.2222222 BIT AREA (SY)5500
CURB LENGTH CURB LENGTH CURB LENGTH CURB LENGTH CURB LENGTH CURB LENGTH CURB LENGTH CURB LENGTH CURB LENGTH CURB LENGTH CURB LENGTH 320 CURB LENGTH
BIT THICKNESS 3.5 BIT THICKNESS 3.5 BIT THICKNESS 3.5 BIT THICKNESS 4 BIT THICKNESS 4 BIT THICKNESS 4 BIT THICKNESS BIT THICKNESS 2 BIT THICKNESS 4.5 BIT THICKNESS 4 BIT THICKNESS BIT THICKNESS 3.5
C-5 THICKNESS 6 C-5 THICKNESS 6 C-5 THICKNESS 6 C-5 THICKNESS 8 C-5 THICKNESS 8 C-5 THICKNESS 8 C-5 THICKNESS C-5 THICKNESS 6 C-5 THICKNESS 6 C-5 THICKNESS 6 C-5 THICKNESS C-5 THICKNESS 7
LENGTH 2565 LENGTH 1110 LENGTH 1790 LENGTH 2505 LENGTH 1365 LENGTH 2090 LENGTH 160 LENGTH 1600 LENGTH 1390 LENGTH 580 LENGTH 110 LENGTH 1500
2026 STREET IMPROVEMENTS BIT WIDTH 29 BIT WIDTH 29 BIT WIDTH 33 BIT WIDTH 37 BIT WIDTH 37 BIT WIDTH 37 BIT WIDTH 8 BIT WIDTH 33 BIT WIDTH 55 BIT WIDTH 35 BIT WIDTH BIT WIDTH 33 12/12/2025
CITY OF ST. JOSEPH, MINNESOTA CURB F-F 32 CURB F-F 32 CURB F-F 36 CURB F-F 40 CURB F-F 40 CURB F-F 40 PED RAMPS 3 CURB F-F 36 CURB F-F 58 CURB F-F 38 PED RAMPS 1 CURB F-F 36
SEH NO. STJOE187976
NOTES
ITEM
NO.ITEM DESCRIPTION UNIT UNIT PRICE
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST TOTAL QTY TOTAL
BASE BID
GENERAL
1 MOBILIZATION LUMP SUM $130,000.00 0.08 $10,400.00 0.03 $3,900.00 0.06 $7,800.00 0.17 $22,100.00 0.11 $14,300.00 0.18 $23,400.00 0.07 $9,100.00 0.11 $14,300.00 0.08 $10,400.00 0.04 $5,200.00 0.02 $2,600.00 0.05 $520.00 1.00 $124,020.00
2 TRAFFIC CONTROL LUMP SUM $35,000.00 0.08 $2,800.00 0.03 $1,050.00 0.06 $2,100.00 0.17 $5,950.00 0.11 $3,850.00 0.18 $6,300.00 0.07 $2,450.00 0.11 $3,850.00 0.08 $2,800.00 0.04 $1,400.00 0.02 $700.00 0.05 $140.00 1.00 $33,390.00
3 REMOVE SIGN ASSEMBLY EACH $25.00 5 $125.00 1 $25.00 2 $50.00 4 $100.00 3 $75.00 1 $25.00 $0.00 8 $200.00 16 $400.00 4 $100.00 $0.00 6 $150.00 50.00 $1,250.00
4 CLEARING TREE $1,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 13 $13,000.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 13.00 $13,000.00
5 GRUBBING TREE $750.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 13 $9,750.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 13.00 $9,750.00
6 SALVAGE CATCH BASIN CASTING FRAME EACH $400.00 8 $3,200.00 4 $1,600.00 4 $1,600.00 1 $400.00 7 $2,800.00 8 $3,200.00 $0.00 0 $0.00 1 $400.00 1 $400.00 $0.00 1 $400.00 35.00 $14,000.00
7 REMOVE EXISITNG CATCH BASIN STRUCTURE EACH $500.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $500.00 $0.00 $0.00 $0.00 $0.00 1.00 $500.00
8 REMOVE CONCRETE CURB & GUTTER LIN FT $5.50 240 $1,320.00 65 $357.50 140 $770.00 60 $330.00 500 $2,750.00 1810 $9,955.00 150 $825.00 390 $2,145.00 20 $110.00 100 $550.00 6 $33.00 200 $1,100.00 3,681.00 $20,245.50
9 REMOVE CONCRETE WALK SQ YD $4.50 $0.00 $0.00 150 $675.00 $0.00 $0.00 $0.00 $0.00 $0.00 50 $225.00 $0.00 $0.00 50 $225.00 250.00 $1,125.00
10 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $6.50 10 $65.00 0 $0.00 $0.00 $0.00 10 $65.00 150 $975.00 $0.00 $0.00 $0.00 $0.00 $0.00 30 $195.00 200.00 $1,300.00
11 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT $3.50 150 $525.00 225 $787.50 150 $525.00 50 $175.00 150 $525.00 $525.00 214 $749.00 600 $2,100.00 150 $525.00 100 $350.00 35 $122.50 160 $560.00 1,984.00 $7,469.00
12 STABILIZED CONSTRUCTION EXIT LUMP SUM $1,500.00 1 $1,500.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1.00 $1,500.00
13 DEWATERING LUMP SUM $20,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00
TOTAL $19,935.00 TOTAL $7,720.00 TOTAL $13,520.00 TOTAL $29,055.00 TOTAL $24,365.00 TOTAL $44,380.00 TOTAL $35,874.00 TOTAL $23,095.00 TOTAL $14,860.00 TOTAL $8,000.00 TOTAL $3,455.50 TOTAL $3,290.00 TOTAL $227,549.50
STREET & UTILITIES
14 FULL DEPTH RECLAMATION SQ YD $1.50 $0.00 $0.00 $0.00 10299 $15,448.50 5612 $8,418.00 8593 $12,889.50 $0.00 5867 $8,800.50 $0.00 1432 $2,148.00 $0.00 $0.00 31,803.00 $47,704.50
15 MILL BITUMINOUS SURFACE SQ YD $3.00 4960 $14,880.00 2374 $7,122.00 3583 $10,749.00 2872 $8,616.00 3067 $9,201.00 16,856.00 $50,568.00
16 COMMON EXCAVATION (LV)CU YD $20.00 23 $460.00 7 $140.00 13 $260.00 6 $120.00 47 $940.00 168 $3,360.00 297 $5,940.00 37 $740.00 2 $40.00 10 $200.00 289 $5,780.00 $0.00 899.00 $17,980.00
1 17 SUBGRADE EXCAVATION CU YD $20.00 $0.00 $0.00 $0.00 340 $6,800.00 186 $3,720.00 284 $5,680.00 24 $480.00 194 $3,880.00 $0.00 75 $1,500.00 161 $3,220.00 $0.00 1,264.00 $25,280.00
18 SUBGRADE PREPARATION ROAD STA $290.00 $0.00 $0.00 $0.00 25 $7,250.00 14 $4,060.00 21 $6,090.00 17 $4,930.00 $0.00 $0.00 6 $1,740.00 2 $580.00 $0.00 85.00 $24,650.00
19 WATER MGAL $10.00 0.83 $8.30 0.36 $3.60 0.66 $6.60 1.03 $10.30 0.57 $5.70 0.86 $8.60 $0.00 0.59 $5.90 0.85 $8.50 0.23 $2.30 0.08 $0.80 0.55 $5.50 6.61 $66.10
20 BITUMINOUS DRIVEWAY PATCH-RESIDENTIAL SQ YD $31.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 45 $1,395.00 $0.00 40 $1,240.00 $0.00 $0.00 85.00 $2,635.00
21 BITUMINOUS DRIVEWAY PATCH-COMMERCIAL SQ YD $44.00 $0.00 $0.00 $0.00 120 $5,280.00 50 $2,200.00 18 $792.00 $0.00 $0.00 $0.00 $0.00 $0.00 10.00 $440.00 198.00 $8,712.00
22 BITUMINOUS STREET PATCH SQ YD $45.00 54 $2,430.00 15 $675.00 32 $1,440.00 $0.00 $0.00 $0.00 $0.00 $0.00 5 $225.00 $0.00 $0.00 45 $2,025.00 151.00 $6,795.00
23 TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA230C)TON $105.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 28 $2,940.00 $0.00 $0.00 $0.00 $0.00 $0.00 28.00 $2,940.00
24 TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C)TON $89.00 806 $71,734.00 349 $31,061.00 640 $56,960.00 1339 $119,171.00 730 $64,970.00 1117 $99,413.00 $0.00 763 $67,907.00 829 $73,781.00 294 $26,166.00 71 $6,319.00 537 $47,793.00 7,475.00 $665,275.00
25 TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB330C)TON $89.00 $0.00 $0.00 $0.00 1339 $119,171.00 730 $64,970.00 1117 $99,413.00 $0.00 763 $67,907.00 $0.00 294 $26,166.00 94 $8,366.00 $0.00 4,337.00 $385,993.00
26 BITUMINOUS MATERIAL FOR TACK COAT GAL $2.50 579 $1,447.50 251 $627.50 460 $1,150.00 721 $1,802.50 393 $982.50 602 $1,505.00 $0.00 411 $1,027.50 595 $1,487.50 158 $395.00 51 $127.50 385 $962.50 4,606.00 $11,515.00
27 BITUMINOUS MATERIAL FOR FOG SEAL GAL $6.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 29 $174.00 $0.00 $0.00 $0.00 $0.00 $0.00 29.00 $174.00
28 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $39.00 240 $9,360.00 65 $2,535.00 140 $5,460.00 60 $2,340.00 500 $19,500.00 1810 $70,590.00 150 $5,850.00 390 $15,210.00 180 $7,020.00 100 $3,900.00 320 $12,480.00 200 $7,800.00 4,155.00 $162,045.00
29 AGGREGATE BASE CLASS 5 (CV)CU YD $32.00 $0.00 $0.00 $0.00 287 $9,184.00 156 $4,992.00 239 $7,648.00 27 $864.00 163 $5,216.00 $0.00 63 $2,016.00 0 $0.00 $0.00 935.00 $29,920.00
30 4" CONCRETE WALK W/ SAND BEDDING SQ FT $10.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 4386 $43,860.00 $0.00 110 $1,100.00 $0.00 170 $1,700.00 $0.00 4,666.00 $46,660.00
31 6" CONCRETE WALK SQ FT $15.00 $0.00 $0.00 100 $1,500.00 $0.00 $0.00 $0.00 360 $5,400.00 $0.00 450 $6,750.00 $0.00 40 $600.00 500 $7,500.00 1,450.00 $21,750.00
32 CONCRETE DRIVEWAY PAVEMENT SQ YD $100.00 $0.00 $0.00 $0.00 $0.00 $0.00 214 $21,400.00 $0.00 $0.00 214.00 $21,400.00
33 TRUNCATED DOMES SQ FT $58.00 $0.00 $0.00 12 $696.00 $0.00 $0.00 $0.00 60 $3,480.00 $0.00 64 $3,712.00 $0.00 8 $464.00 44 $2,552.00 188.00 $10,904.00
34 ADJUST FRAME & RING CASTING EACH $620.00 25 $15,500.00 7 $4,340.00 20 $12,400.00 13 $8,060.00 10 $6,200.00 12 $7,440.00 $0.00 15 $9,300.00 5 $3,100.00 5 $3,100.00 $0.00 2 $1,240.00 114.00 $70,680.00
35 CASTING ASSEMBLY EACH $1,500.00 2 $3,000.00 1 $1,500.00 2 $3,000.00 1 $1,500.00 1 $1,500.00 1 $1,500.00 $0.00 7 $10,500.00 1 $1,500.00 1 $1,500.00 $0.00 1 $1,500.00 18.00 $27,000.00
36 DRAINAGE STRUCTURE DESIGN H W/ CONNECT TO EXISTING PIPEEACH $4,000.00 $0.00 1 $4,000.00 $0.00 1.00 $4,000.00
37 F & I GATE VALVE BOX EXTENSION ROD EACH $200.00 6 $1,200.00 0 $0.00 10 $2,000.00 5 $1,000.00 4 $800.00 3 $600.00 $0.00 5 $1,000.00 4 $800.00 3 $600.00 $0.00 $0.00 40.00 $8,000.00
38 24" SOLID LINE MULTI COMP GR IN LIN FT $14.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 30 $420.00 $0.00 $0.00 15 $210.00 45.00 $630.00
39 PAVT MSSG-CROSSWALK MULTI COMP GR IN SQ YD $115.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 31.5 $3,622.50 $0.00 $0.00 14 $1,610.00 45.50 $5,232.50
40 4" SOLID LINE MULTI COMP GR-IN LIN FT $3.20 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1060 $3,392.00 $0.00 $0.00 $0.00 1,060.00 $3,392.00
41 4" DOUBLE SOLID LINE MULTI COMP GR-IN LIN FT $6.40 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 2110 $13,504.00 $0.00 $0.00 $0.00 2,110.00 $13,504.00
42 F&I SIGN PANELS TYPE C SQ FT $65.00 25 $1,625.00 6.25 $406.25 6.75 $438.75 12.25 $796.25 12.5 $812.50 6.25 $406.25 $0.00 31 $2,015.00 59 $3,835.00 18 $1,170.00 2.25 $146.25 17.5 $1,137.50 196.75 $12,788.75
43 F&I STREET NAME SIGN ASSEMBLY EACH $300.00 3 $900.00 1 $300.00 0 $0.00 1 $300.00 2 $600.00 1 $300.00 $0.00 3 $900.00 1 $300.00 1 $300.00 $0.00 1 $300.00 14.00 $4,200.00
44 STREET SWEEPING TYPE WET PICKUP HOUR $65.00 5 $325.00 5 $325.00 5 $325.00 2 $130.00 2 $130.00 2 $130.00 1 $65.00 2 $130.00 4 $260.00 2 $130.00 $0.00 2 $130.00 32.00 $2,080.00
TOTAL $122,869.80 TOTAL $49,035.35 TOTAL $96,385.35 TOTAL $298,363.55 TOTAL $184,800.70 TOTAL $317,765.35 TOTAL $95,383.00 TOTAL $199,933.90 TOTAL $133,473.50 TOTAL $72,273.30 TOTAL $39,783.55 TOTAL $84,406.50 TOTAL $1,694,473.85
TURF RESTORATION
45 STORM DRAIN INLET PROTECTION EACH $150.00 9 $1,350.00 1 $150.00 4 $600.00 14 $2,100.00 $6,000.00 1 $150.00 $0.00 16.00 $2,400.00 6 $900.00 2 $300.00 $0.00 5 $750.00 58.00 $14,700.00
46 COMMON TOPSOIL BORROW (LV)CU YD $45.00 15 $675.00 5 $225.00 5 $225.00 5 $225.00 40 $1,800.00 40 $1,800.00 24 $1,080.00 5.00 $225.00 2 $90.00 2 $90.00 15.00 $675.00 10 $450.00 168.00 $7,560.00
47 SEEDING ACRE $1,900.00 0.02 $38.00 0.02 $38.00 0.03 $57.00 0.02 $38.00 0.05 $95.00 0.03 $57.00 0.07 $139.58 0.02 $38.00 0.01 $19.00 0.01 $19.00 0.03 $47.98 0.02 $38.00 0.33 $624.56
48 SEED MIXTURE 25-151 POUND $9.00 5 $45.00 5 $45.00 7 $63.00 5 $45.00 12 $108.00 7 $63.00 185 $1,665.00 5.00 $45.00 3 $27.00 3 $27.00 10 $90.00 5 $45.00 252.00 $2,268.00
49 HYDRAULIC MATRIX TYPE BFM POUND $2.00 70 $140.00 70 $140.00 110 $220.00 70 $140.00 180 $360.00 110 $220.00 2660 $5,320.00 70 $140.00 40 $80.00 40 $80.00 140 $280.00 70 $140.00 3,630.00 $7,260.00
50 COMMERCIAL FERTILIZER POUND $2.00 7 $14.00 7 $14.00 11 $22.00 7 $14.00 18 $36.00 11 $22.00 270 $540.00 7.00 $14.00 4 $8.00 4 $8.00 14 $28.00 7 $14.00 367.00 $734.00
TOTAL $2,262.00 TOTAL $612.00 TOTAL $1,187.00 TOTAL $2,562.00 TOTAL $8,399.00 TOTAL $2,312.00 TOTAL $8,744.58 TOTAL $2,862.00 TOTAL $1,124.00 TOTAL $524.00 TOTAL $1,120.98 TOTAL $1,437.00 TOTAL $33,146.56
TOTAL BASE BID $145,066.80 TOTAL BASE BID $57,367.35 TOTAL BASE BID $111,092.35 TOTAL BASE BID $329,980.55 TOTAL BASE BID $217,564.70 TOTAL BASE BID $364,457.35 TOTAL BASE BID $140,001.58 TOTAL BASE BID $225,890.90 TOTAL BASE BID $149,457.50 TOTAL BASE BID $80,797.30 TOTAL BASE BID $44,360.03 TOTAL BASE BID $89,133.50 TOTAL BASE BID $1,955,169.91
SUMMARY
TOTAL BASE BID $145,066.80 $57,367.35 $111,092.35 $329,980.55 $217,564.70 $364,457.35 $140,001.58 $225,890.90 $149,457.50 $80,797.30 $44,360.03 $89,133.50 $1,955,200.00
NOTES CONTINGENCY $14,506.68 $5,736.74 $11,109.24 $32,998.06 $21,756.47 $36,445.74 $14,000.16 $22,589.09 $14,945.75 $8,079.73 $4,436.00 $8,913.35 $195,500.00
1 DISCRETIONARY QUANTITY TO BE USED AS DIRECTED BY ENGINEER. FEASIBILITY REPORT $2,003.28 $792.20 $1,534.11 $4,556.81 $3,004.42 $5,032.91 $1,933.33 $3,119.40 $2,063.91 $1,115.76 $612.58 $1,230.87 $27,000.00
2 QUANTITY INCLUDES TOPSOIL AND EXCESS RECLAIM MATERIAL DESIGN AND CONSTRUCTION $20,300.00 $8,000.00 $15,600.00 $46,200.00 $30,500.00 $51,000.00 $19,600.00 $31,600.00 $20,900.00 $11,300.00 $6,200.00 $12,500.00 $273,700.00
USED TO FILL SUBGRADE EX AREAS, OR HAULED OFFSITE. SOIL BORINGS $715.65 $283.01 $548.04 $1,627.87 $1,073.30 $1,797.95 $690.66 $1,114.37 $737.31 $398.59 $218.84 $439.72 $9,700.00
3 EXCAVATION, AS NECESSARY, SHALL BE INCIDENTAL. LEGAL, FISCAL, AND ADMINISTRATIVE $11,600.00 $4,600.00 $8,900.00 $26,400.00 $17,400.00 $29,200.00 $11,200.00 $18,100.00 $12,000.00 $6,500.00 $3,500.00 $7,100.00 $156,400.00
4 MATCH EXISTING DRIVEWAY MATERIAL, INCIDENTAL. GRAND TOTAL $194,200.00 $76,800.00 $148,800.00 $441,800.00 $291,300.00 $487,900.00 $187,400.00 $302,400.00 $200,100.00 $108,200.00 $59,300.00 $119,300.00 $2,617,500.00
5 EDGE MILL AND OVERLAY STREETS ONLY.
GRAND TOTAL $2,617,500.00
X:\PT\S\STJOE\188782\2-proj-mgmt\25-cost-est\Assessment\[SJ188782 PAW.xlsx]Rates
(40' reclaim & repave)(40' reclaim & repave)(36' street overlay)(new parking lot)(40' reclaim & repave)(trail construction)(36'-38' reclaim & repave)(40' street overlay)(36'-38' reclaim & repave)(32' street overlay)
OPINION OF PROBABLE COST
13TH AVE. NE & 14TH AVE. NE JASMINE LN.IRIS LN. NE 19TH AVE. NE 15TH AVE. NE ELM ST. E E. BAKER ST. TRAIL E. BAKER ST.CALLAWAY ST EJADE ROAD DALE ST.KLINEFELTER PARK
(32' street overlay)(36' street overlay)
Reclaim Edge mill Edge mill Edge mill reclaim Reclaim Reclaim Reclaim
2026 STREET IMPROVEMENTS
CITY OF ST. JOSEPH, MINNESOTA
SEH NO. STJOE 188782
NOTES
ITEM
NO.ITEM DESCRIPTION UNIT UNIT PRICE
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMAT
E QUANTITY COST
TOTAL
QUANTITY TOTAL COST
BASE BID
GENERAL
1 MOBILIZATION LUMP SUM $75,000.00 0.37 $27,750.00 0.04 $3,000.00 0.02 $1,500.00 0.04 $3,000.00 0.04 $3,000.00 0.13 $9,750.00 0.23 $17,250.00 0.13 $9,750.00 1.00 $75,000.00
2 TRAFFIC CONTROL LUMP SUM $25,000.00 0.37 $9,250.00 0.04 $1,000.00 0.02 $500.00 0.04 $1,000.00 0.04 $1,000.00 0.13 $3,250.00 0.23 $5,750.00 0.13 $3,250.00 1.00 $25,000.00
3 REMOVE SIGN ASSEMBLY EACH $25.00 11.00 $275.00 1.00 $25.00 2.00 $50.00 1.00 $25.00 1.00 $25.00 2.00 $50.00 9.00 $225.00 6.00 $150.00 33.00 $825.00
4 SALVAGE MAILBOX EACH $125.00 $0.00 $0.00 $0.00 $0.00 6.00 $750.00 $0.00 6.00 $750.00
5 REMOVE CONCRETE CURB & GUTTER LIN FT $5.50 100.00 $550.00 120.00 $660.00 20.00 $110.00 150.00 $825.00 150.00 $825.00 $0.00 282.00 $1,551.00 55.00 $302.50 877.00 $4,823.50
6 REMOVE CONCRETE WALK SQ YD $4.50 30.00 $135.00 15.00 $67.50 $0.00 $0.00 $0.00 $0.00 268.00 $1,206.00 313.00 $1,408.50
7 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $4.00 603.00 $2,412.00 $0.00 $0.00 20.00 $80.00 0.00 $0.00 $0.00 623.00 $2,492.00
8 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $6.50 110.00 $715.00 $0.00 $0.00 60.00 $390.00 0.00 $0.00 20.00 $130.00 190.00 $1,235.00
3 9 REMOVE GATE VALVE EXTENSION ROD EACH $400.00 3.00 $1,200.00 2.00 $800.00 0.00 $0.00 1.00 $400.00 1.00 $400.00 $0.00 1.00 $400.00 1.00 $400.00 9.00 $3,600.00
10 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT $3.50 700.00 $2,450.00 65.00 $227.50 $0.00 $0.00 28.00 $98.00 $0.00 $0.00 $0.00 793.00 $2,775.50
11 STABILIZED CONSTRUCTION EXIT LUMP SUM $1,500.00 0.37 $555.00 0.04 $60.00 0.02 $30.00 0.04 $60.00 0.04 $60.00 0.13 $195.00 0.23 $345.00 0.13 $195.00 1.00 $1,500.00
TOTAL $45,292.00 TOTAL $5,840.00 TOTAL $2,190.00 TOTAL $5,780.00 TOTAL $6,158.00 TOTAL $13,375.00 TOTAL $26,727.00 TOTAL $14,047.50 $119,409.50
STREETS AND UTILITIES
12 MILL BITUMINOUS SURFACE SQ YD $3.00 $0.00 1,289.00 $3,867.00 934.00 $2,802.00 703.00 $2,109.00 $0.00 2,926.00 $8,778.00
13 FULL DEPTH RECLAMATION SQ YD $1.50 8,373.00 $12,559.50 $0.00 $0.00 $0.00 968.00 $1,452.00 4,060.00 $6,090.00 5,197.00 $7,795.50 3,764.00 $5,646.00 22,362.00 $33,543.00
2 14 COMMON EXCAVATION (LV)CU YD $20.00 $0.00 12.00 $240.00 2.00 $40.00 $0.00 123.00 $2,460.00 611.00 $12,220.00 429.00 $8,580.00 1,177.00 $23,540.00
2 15 COMMON EMBANKMENT (CV)CU YD $7.00 $0.00 17.00 $119.00 3.00 $21.00 $0.00 92.00 $644.00 453.00 $3,171.00 318.00 $2,226.00 883.00 $6,181.00
1 16 SUBGRADE EXCAVATION CU YD $20.00 466.00 $9,320.00 $0.00 $0.00 $0.00 54.00 $1,080.00 226.00 $4,520.00 289.00 $5,780.00 210.00 $4,200.00 1,245.00 $24,900.00
17 SUBGRADE PREPARATION ROAD STA $290.00 29.00 $8,410.00 $0.00 $0.00 $0.00 3.00 $870.00 11.00 $3,190.00 13.50 $3,915.00 12.00 $3,480.00 68.50 $19,865.00
18 WATER MGAL $10.00 84.000 $840.00 $0.00 $0.00 2.00 $20.00 8.00 $80.00 41.000 $410.00 52.000 $520.00 38.000 $380.00 225.00 $2,250.00
19 BITUMINOUS DRIVEWAY PATCH-RESIDENTIAL SQ YD $31.00 603.000 $18,693.00 $0.00 $0.00 20.00 $620.00 0.00 $0.00 44.000 $1,364.00 667.00 $20,677.00
20 BITUMINOUS DRIVEWAY PATCH-COMMERCIAL SQ YD $44.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 194.000 $8,536.00 194.00 $8,536.00
21 BITUMINOUS STREET PATCH SQ YD $50.00 $0.00 27.00 $1,350.00 5.00 $250.00 $0.00 34.00 $1,700.00 66.00 $3,300.00
22 TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C)TON $89.00 1,047.00 $93,183.00 197.00 $17,533.00 84.00 $7,476.00 105.00 $9,345.00 91.00 $8,099.00 381.00 $33,909.00 488.00 $43,432.00 353.00 $31,417.00 2,746.00 $244,394.00
23 TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB330C)TON $89.00 1,047.00 $93,183.00 $0.00 $0.00 $0.00 121.00 $10,769.00 508.00 $45,212.00 650.00 $57,850.00 471.00 $41,919.00 2,797.00 $248,933.00
24 BITUMINOUS MATERIAL FOR TACK COAT GAL $2.50 587.00 $1,467.50 147.00 $367.50 63.00 $157.50 79.00 $197.50 68.00 $170.00 285.00 $712.50 364.00 $910.00 264.00 $660.00 1,857.00 $4,642.50
25 TOPSOIL SHOULDERING (LV)CU YD $30.00 645.00 $19,350.00 $0.00 $0.00 $0.00 $0.00 245.00 $7,350.00 890.00 $26,700.00
4 26 AGGREGATE SURFACING (CV)CU YD $60.00 18.00 $1,080.00 $0.00 $0.00 $0.00 $0.00 17.00 $1,020.00 35.00 $2,100.00
1 27 AGGREGATE BASE CLASS 5 (CV)CU YD $32.00 280.00 $8,960.00 $0.00 $0.00 $0.00 33.00 $1,056.00 156.00 $4,992.00 194.00 $6,208.00 146.00 $4,672.00 809.00 $25,888.00
28 CASTING ASSEMBLY EACH $1,500.00 4.00 $6,000.00 $0.00 $0.00 $0.00 $0.00 1.00 $1,500.00 5.00 $7,500.00
29 4" PVC PIPE SEWER LIN FT $35.00 $0.00 $0.00 $0.00 280.00 $9,800.00 $0.00 280.00 $9,800.00
30 SUMP PUMP DRAIN LINE SERVICE EACH $800.00 $0.00 $0.00 $0.00 4.00 $3,200.00 $0.00 4.00 $3,200.00
1 31 CONNECT TO EXISTING SUMP PUMP SERVICE EACH $200.00 $0.00 $0.00 $0.00 4.00 $800.00 $0.00 4.00 $800.00
32 RANDOM RIPRAP CLASS II CU YD $150.00 $0.00 $0.00 $0.00 $0.00 $0.00 7.00 $1,050.00 7.00 $1,050.00
33 4" CONCRETE WALK W/ SAND BEDDING SQ FT $9.00 200.00 $1,800.00 80.00 $720.00 $0.00 $0.00 $0.00 1,972.00 $17,748.00 2,252.00 $20,268.00
34 6" CONCRETE WALK SQ FT $15.00 120.00 $1,800.00 60.00 $900.00 $0.00 $0.00 $0.00 640.00 $9,600.00 820.00 $12,300.00
35 CONCRETE DRIVEWAY PAVEMENT SQ YD $100.00 110.00 $11,000.00 $0.00 $0.00 60.00 $6,000.00 $0.00 20.00 $2,000.00 190.00 $19,000.00
36 TRUNCATED DOMES SQ FT $58.00 24.00 $1,392.00 12.00 $696.00 $0.00 $0.00 $0.00 36.00 $2,088.00
37 CONCRETE CURB & GUTTER, DESIGN B618 LIN FT $39.00 100.00 $3,900.00 120.00 $4,680.00 20.00 $780.00 $0.00 150.00 $5,850.00 282.00 $10,998.00 55.00 $2,145.00 727.00 $28,353.00
38 CONCRETE VALLEY GUTTER LIN FT $70.00 $0.00 $0.00 $0.00 $0.00 $0.00 124.00 $8,680.00 124.00 $8,680.00
39 SAW AND SEAL CONCRETE CURB AND GUTTER CRACK EACH $50.00 $0.00 6.00 $300.00 4.00 $200.00 5.00 $250.00 2.00 $100.00 10.00 $500.00 10.00 $500.00 37.00 $1,850.00
40 CHIMNEY SEAL EACH $350.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 4.00 $1,400.00 9.00 $3,150.00 9.00 $3,150.00 22.00 $7,700.00
5 41 F&I PAVING RING(MANHOLE)EACH $300.00 $0.00 4.00 $1,200.00 3.00 $900.00 2.00 $600.00 $0.00 9.00 $2,700.00
42 ADJUST FRAME & RING CASTING EACH $620.00 8.00 $4,960.00 1.00 $620.00 $0.00 0.00 $0.00 1.00 $620.00 4.00 $2,480.00 9.00 $5,580.00 9.00 $5,580.00 32.00 $19,840.00
PRELIMINARY OPINION OF PROBABLE COST PRELIMINARY OPINION OF PROBABLE COST
HILL STREET W
(32'-34' RECLAIM & REPAVE)
1ST AVENUE SW
(32' STREET OVERLAY)
FOXMORE WAY
(32' STREET OVERLAY)
2ND AVENUE SW
(32' STREET OVERLAY)
2ND AVENUE SW
(32'-34' RECLAIM & REPAVE)
3RD AVENUE SW
(32'-34' RECLAIM & REPAVE)
IVERSON STREET W
(36'-38' RECLAIM & REPAVE)
MORNINGSIDE LOOP
(32'-34' RECLAIM & REPAVE)
Reclaim Edge mill Edge mill Edge mill reclaim Reclaim Reclaim Reclaim
2026 STREET IMPROVEMENTS
CITY OF ST. JOSEPH, MINNESOTA
SEH NO. STJOE 188782
NOTES
ITEM
NO.ITEM DESCRIPTION UNIT UNIT PRICE
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMAT
E QUANTITY COST
TOTAL
QUANTITY TOTAL COST
PRELIMINARY OPINION OF PROBABLE COST PRELIMINARY OPINION OF PROBABLE COST
HILL STREET W
(32'-34' RECLAIM & REPAVE)
1ST AVENUE SW
(32' STREET OVERLAY)
FOXMORE WAY
(32' STREET OVERLAY)
2ND AVENUE SW
(32' STREET OVERLAY)
2ND AVENUE SW
(32'-34' RECLAIM & REPAVE)
3RD AVENUE SW
(32'-34' RECLAIM & REPAVE)
IVERSON STREET W
(36'-38' RECLAIM & REPAVE)
MORNINGSIDE LOOP
(32'-34' RECLAIM & REPAVE)
5 43 F&I PAVING RING(GATE VALVE)EACH $150.00 $0.00 2.00 $300.00 $0.00 $0.00 $0.00 2.00 $300.00
44 ADJUST GATE VALVE BOX-TOP SECTION EACH $300.00 2.00 $600.00 2.00 $600.00 $0.00 $0.00 $0.00 1.00 $300.00 1.00 $300.00 6.00 $1,800.00
45 ADJUST GATE VALVE BOX-ALL SECTIONS EACH $1,600.00 1.00 $1,600.00 0.00 $0.00 $0.00 $0.00 1.00 $1,600.00 1.00 $1,600.00 3.00 $4,800.00
3 46 F & I GATE VALVE BOX EXTENSION ROD EACH $200.00 3.00 $600.00 4.00 $800.00 $0.00 $0.00 1.00 $200.00 1.00 $200.00 2.00 $400.00 11.00 $2,200.00
47 24" SOLID LINE MULTI COMP GR IN LIN FT $21.25 20.00 $425.04 0.00 $0.00 $0.00 $0.00 $0.00 20.00 $425.04 40.00 $850.08
48 PAVT MSSG-CROSSWALK MULTI COMP GR IN SQ YD $115.00 15.00 $1,725.00 0.00 $0.00 $0.00 $0.00 $0.00 10.00 $1,150.00 25.00 $2,875.00
49 F&I SIGN PANELS TYPE C SQ FT $65.00 58.00 $3,770.00 6.25 $406.25 0.00 $0.00 $0.00 6.25 $406.25 7.00 $455.00 32.00 $2,080.00 13.00 $845.00 122.50 $7,962.50
50 F&I STREET NAME SIGN ASSEMBLY EACH $300.00 5.00 $1,500.00 1.00 $300.00 2.00 $600.00 $0.00 1.00 $300.00 2.00 $600.00 2.00 $600.00 13.00 $3,900.00
51 INSTALL MAILBOX EACH $300.00 $0.00 $0.00 $0.00 $0.00 6.00 $1,800.00 6.00 $1,800.00
52 STREET SWEEPING TYPE WET PICKUP HOUR $65.00 10.00 $650.00 3.00 $195.00 1.00 $65.00 2.00 $130.00 1.00 $65.00 5.00 $325.00 6.00 $390.00 4.00 $260.00 32.00 $2,080.00
TOTAL $308,768.04 TOTAL $35,193.75 TOTAL $13,291.50 TOTAL $33,071.50 TOTAL $39,321.25 TOTAL $115,429.50 TOTAL $211,738.54 TOTAL $121,110.00 $877,924.08
TURF RESTORATION
53 STORM DRAIN INLET PROTECTION EACH $150.00 2.00 $300.00 5.00 $750.00 2.00 $300.00 4.00 $600.00 2.00 $300.00 2.00 $300.00 8.00 $1,200.00 6.00 $900.00 31.00 $4,650.00
54 COMMON TOPSOIL BORROW (LV)CU YD $45.00 211.00 $9,495.00 17.00 $765.00 9.00 $405.00 0.00 $0.00 17.00 $765.00 25.00 $1,125.00 9.00 $405.00 288.00 $12,960.00
55 SEEDING ACRE $1,900.00 0.55 $1,045.00 0.02 $38.00 0.01 $19.00 0.00 $0.00 0.02 $38.00 0.13 $247.00 0.03 $57.00 0.01 $19.00 0.77 $1,463.00
56 SEED MIXTURE 25-151 POUND $9.00 220.00 $1,980.00 8.00 $72.00 4.00 $36.00 0.00 $0.00 8.00 $72.00 52.00 $468.00 12.00 $108.00 4.00 $36.00 308.00 $2,772.00
57 HYDRAULIC MATRIX TYPE BFM POUND $2.00 1,925.00 $3,850.00 70.00 $140.00 35.00 $70.00 0.00 $0.00 70.00 $140.00 455.00 $910.00 105.00 $210.00 35.00 $70.00 2,695.00 $5,390.00
58 FERTILIZER TYPE 22-5-10 POUND $2.00 193.00 $386.00 7.00 $14.00 4.00 $8.00 0.00 $0.00 7.00 $14.00 46.00 $92.00 11.00 $22.00 4.00 $8.00 272.00 $544.00
TOTAL $17,056.00 TOTAL $1,779.00 TOTAL $838.00 TOTAL $600.00 TOTAL $1,329.00 TOTAL $2,017.00 TOTAL $2,722.00 TOTAL $1,438.00 $27,779.00
TOTAL BASE BID $371,116.04 TOTAL BASE BID $42,812.75 TOTAL BASE BID $16,319.50 TOTAL BASE BID $39,451.50 TOTAL BASE BID $46,808.25 TOTAL BASE BID $130,821.50 $241,187.54 $136,595.50 $1,025,112.58
SUMMARY
TOTAL BASE BID $371,100.00 $42,800.00 $16,300.00 $39,500.00 $46,800.00 $130,800.00 $241,200.00 $136,600.00 $1,025,100.00
NOTES CONTINGENCY $37,110.00 $4,280.00 $1,630.00 $3,950.00 $4,680.00 $13,080.00 $24,120.00 $13,660.00 $102,500.00
1 DISCRETIONARY QUANTITY TO BE USED AS DIRECTED BY ENGINEER. FEASIBILITY REPORT $4,400.00 $500.00 $200.00 $500.00 $600.00 $1,500.00 $2,800.00 $1,600.00 $11,900.00
2 QUANTITY INCLUDES TOPSOIL AND EXCESS RECLAIM MATERIAL DESIGN AND CONSTRUCTION $52,000.00 $6,000.00 $2,300.00 $5,500.00 $6,600.00 $18,300.00 $33,800.00 $19,100.00 $143,600.00
USED TO FILL SUBGRADE EX AREAS, OR HAULED OFFSITE. SOIL BORINGS
3 EXCAVATION, AS NECESSARY, SHALL BE INCIDENTAL. LEGAL, FISCAL, AND ADMINISTRATIVE $29,700.00 $3,400.00 $1,300.00 $3,200.00 $3,700.00 $10,500.00 $19,300.00 $10,900.00 $82,100.00
4 MATCH EXISTING DRIVEWAY MATERIAL, INCIDENTAL. GRAND TOTAL $494,310.00 $56,980.00 $21,730.00 $52,650.00 $62,380.00 $174,180.00 $321,220.00 $181,860.00 $1,365,200.00
5 EDGE MILL AND OVERLAY STREETS ONLY.
X:\PT\S\STJOE\188782\2-proj-mgmt\25-cost-est\Assessment\[SJ188782 PAW.xlsx]Rates
2026 MORNINGSIDE WATERMAIN IMPROVEMENTS 12/12/2025
CITY OF ST. JOSEPH, MINNESOTA
SEH NO. STJOE 188782
NOTES
ITEM
NO.ITEM DESCRIPTION UNIT UNIT PRICE
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST
APPROXIMATE
QUANTITY COST TOTAL QUANTITY TOTAL COST
BASE BID
GENERAL
1 MOBILIZATION LUMP SUM $110,000.00 0.25 $27,500.00 0.29 $31,900.00 0.25 $27,500.00 0.21 $23,100.00 1.00 $110,000.00
2 REMOVE SIGN ASSEMBLY EACH $25.00 15.00 $375.00 2.00 $50.00 9.00 $225.00 6.00 $150.00 32.00 $800.00
3 SALVAGE MAILBOX EACH $125.00 6.00 $750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 6.00 $750.00
4 REMOVE CONCRETE CURB & GUTTER LIN FT $5.50 70.00 $385.00 0.00 $0.00 1,375.00 $7,562.50 1,180.00 $6,490.00 2,625.00 $14,437.50
5 REMOVE CONCRETE WALK SQ YD $4.50 0.00 $0.00 45.00 $202.50 185.00 $832.50 0.00 $0.00 230.00 $1,035.00
6 REMOVE WATERMAIN LIN FT $2.00 1,440.00 $2,880.00 2,480.00 $4,960.00 1,410.00 $2,820.00 1,270.00 $2,540.00 6,600.00 $13,200.00
7 REMOVE HYDRANT EACH $250.00 4.00 $1,000.00 3.00 $750.00 4.00 $1,000.00 4.00 $1,000.00 15.00 $3,750.00
8 REMOVE GATE VALVE & BOX EACH $200.00 5.00 $1,000.00 9.00 $1,800.00 10.00 $2,000.00 7.00 $1,400.00 31.00 $6,200.00
9 STABILIZED CONSTRUCTION EXIT LUMP SUM $1,500.00 0.00 $0.00 0.50 $750.00 0.50 $750.00 0.00 $0.00 1.00 $1,500.00
10 DEWATERING LUMP SUM $20,000.00 1.00 $20,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $20,000.00
TOTAL $33,890.00 TOTAL $40,412.50 TOTAL $42,690.00 TOTAL $34,680.00 TOTAL $171,672.50
STREETS AND UTILITIES
13 COMMON EXCAVATION CU YD $20.00 3,316.00 $66,320.00 1,608.00 $32,160.00 2,058.00 $41,160.00 1,491.00 $29,820.00 8,473.00 $169,460.00
14 SUBGRADE EXCAVATION CU YD $20.00 466.00 $9,320.00 226.00 $4,520.00 289.00 $5,780.00 210.00 $4,200.00 1,191.00 $23,820.00
15 WATER MGAL $10.00 84.000 $840.00 41.000 $410.00 52.000 $520.00 38.000 $380.00 215.00 $2,150.00
16 SELECT GRANULAR EMBANKMENT (CV)CU YD $20.00 4,187.00 $83,740.00 2,030.00 $40,600.00 436.00 $8,720.00 1,800.00 $36,000.00 8,453.00 $169,060.00
17 AGGREGATE SURFACING (CV)CU YD $60.00 18.00 $1,080.00 17.00 $1,020.00 0.00 $0.00 0.00 $0.00 35.00 $2,100.00
18 AGGREGATE BASE CLASS 5 (CV)CU YD $32.00 1,396.00 $44,672.00 677.00 $21,664.00 1,733.00 $55,456.00 1,000.00 $32,000.00 4,806.00 $153,792.00
19 CASTING ASSEMBLY EACH $1,350.00 2.00 $2,700.00 2.00 $2,700.00 0.00 $0.00 2.00 $2,700.00 6.00 $8,100.00
20 4" PVC PIPE SEWER LIN FT $14.00 0.00 $0.00 0.00 $0.00 450.00 $6,300.00 900.00 $12,600.00 1,350.00 $18,900.00
21 CONNECT TO EXISTING WATERMAIN EACH $3,975.00 0.00 $0.00 1.00 $3,975.00 5.00 $19,875.00 0.00 $0.00 6.00 $23,850.00
22 HYDRANT EACH $6,900.00 4.00 $27,600.00 3.00 $20,700.00 4.00 $27,600.00 4.00 $27,600.00 15.00 $103,500.00
23 6" GATE VALVE & BOX EACH $2,100.00 4.00 $8,400.00 3.00 $6,300.00 4.00 $8,400.00 4.00 $8,400.00 15.00 $31,500.00
24 8" GATE VALVE & BOX EACH $2,100.00 1.00 $2,100.00 0.00 $0.00 0.00 $0.00 3.00 $6,300.00 4.00 $8,400.00
25 10" GATE VALVE & BOX EACH $5,000.00 0.00 $0.00 6.00 $30,000.00 6.00 $30,000.00 0.00 $0.00 12.00 $60,000.00
26 6" PVC WATERMAIN LIN FT $70.00 75.00 $5,250.00 60.00 $4,200.00 60.00 $4,200.00 80.00 $5,600.00 275.00 $19,250.00
27 8" PVC WATERMAIN LIN FT $85.00 1,370.00 $116,450.00 0.00 $0.00 0.00 $0.00 1,190.00 $101,150.00 2,560.00 $217,600.00
28 10" PVC WATERMAIN LIN FT $110.00 0.00 $0.00 2,420.00 $266,200.00 1,350.00 $148,500.00 0.00 $0.00 3,770.00 $414,700.00
29 DUCTILE IRON FITTINGS POUND $10.50 250.00 $2,625.00 1,215.00 $12,757.50 1,100.00 $11,550.00 400.00 $4,200.00 2,965.00 $31,132.50
30 1" CORP STOP EACH $350.00 15.00 $5,250.00 23.00 $8,050.00 6.00 $2,100.00 26.00 $9,100.00 70.00 $24,500.00
31 1" WATER SERVICE PIPE LIN FT $50.00 495.00 $24,750.00 759.00 $37,950.00 198.00 $9,900.00 858.00 $42,900.00 2,310.00 $115,500.00
32 CONNECT TO EXISTING WATER SERVICE EACH $250.00 15.00 $3,750.00 23.00 $5,750.00 6.00 $1,500.00 26.00 $6,500.00 70.00 $17,500.00
33 6" CONCRETE WALK SQ FT $15.00 0.00 $0.00 400.00 $6,000.00 0.00 $0.00 0.00 $0.00 400.00 $6,000.00
34 CONCRETE CURB & GUTTER, DESIGN B618 LIN FT $27.00 70.00 $1,890.00 0.00 $0.00 1,473.00 $39,771.00 1,350.00 $36,450.00 2,893.00 $78,111.00
35 STREET SWEEPING TYPE WET PICKUP HOUR $65.00 9.00 $585.00 5.00 $325.00 6.00 $390.00 4.00 $260.00 24.00 $1,560.00
TOTAL $407,322.00 TOTAL $505,281.50 TOTAL $421,722.00 TOTAL $366,160.00 TOTAL $1,700,485.50
TOTAL BASE BID $441,212.00 TOTAL BASE BID $545,694.00 $464,412.00 $400,840.00 $1,872,158.00
SUMMARY
TOTAL BASE BID $441,200.00 $545,700.00 $464,400.00 $400,800.00 $1,872,200.00
CONTINGENCY $66,180.00 $81,855.00 $69,660.00 $60,120.00 $280,800.00
DESIGN AND CONSTRUCTION $61,800.00 $76,400.00 $65,000.00 $56,100.00 $262,200.00
SOIL BORINGS
LEGAL, FISCAL, AND ADMINISTRATIVE $35,300.00 $43,700.00 $37,200.00 $32,100.00 $149,800.00
GRAND TOTAL $604,480.00 $747,655.00 $636,260.00 $549,120.00 $2,565,000.00
PRELIMINARY OPINION OF PROBABLE COST
HILL STREET W 3RD AVENUE SW IVERSON STREET W MORNINGSIDE LOOP
Appendix B
Preliminary Assessment Worksheets
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES 12/12/2025
32' wide street overlay $27.86 /LF
2026 STREET IMPROVEMENTS - NORTHLAND HEIGHTS 36' wide street overlay $36.78 /LF
ST. JOSEPH, MINNESOTA
STJOE 188782
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE 32' OVERLAY 36' OVERLAY
1 84.53300.0228 3-124-29 98.18A NE4SW4, NW4SE4, N 10A
SE4SW4 & N 10A SW4SE4 LESS P/O NW4SE4 EDWIN M & LINDA A MERKLING COUNTY ROAD 2
ST JOSEPH MN 56374
31125 COUNTY ROAD 2
ST JOSEPH MN 56374 2640.39 45.19 45.19 0.00 $1,258.99 $1,258.99
2 84.53736.0006 LOT 001 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 NICHOLAS P MURRAY 933 13TH AVE NE
ST JOSEPH MN 56374
933 13TH AVE NE
SAINT JOSEPH MN 56374 172.42 84.29 86.21 84.29 170.50 0.00 $4,750.13 $4,750.13
3 84.53736.0007 LOT 002 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 935 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 71.65 71.65 71.65 0.00 $1,996.17 $1,996.17
4 84.53736.0008 LOT 003 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 KEVIN K SCHMIDT 941 13TH AVE NE
ST JOSEPH MN 56374
941 13TH AVE NE
SAINT JOSEPH MN 56374 75.71 75.71 75.71 0.00 $2,109.28 $2,109.28
5 84.53736.0009 LOT 004 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 943 13TH AVE NE
ST JOSEPH MN 5637
PO BOX 7
AVON MN 56310 74.42 74.42 74.42 0.00 $2,073.34 $2,073.34
6 84.53736.0010 LOT 005 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 ARTHUR W SWANSTROM 945 13TH AVE NE
ST JOSEPH MN 56374
945 13TH AVE NE
SAINT JOSEPH MN 56374 72.41 72.41 72.41 0.00 $2,017.34 $2,017.34
7 84.53736.0011 LOT 006 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 ANN M SIEBEN REV TRUST 947 13TH AVE NE
ST JOSEPH MN 56374
947 13TH AVE NE
SAINT JOSEPH MN 56374 51.12 83.42 83.42 0.00 $2,324.08 $2,324.08
8 84.53736.0012 LOT 007 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 RICHARD G ZIMMER 951 13TH AVE NE
ST JOSEPH MN 56374
951 13TH AVE NE
SAINT JOSEPH MN 56374 51.13 79.87 79.87 0.00 $2,225.18 $2,225.18
9 84.53736.0013 LOT 008 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 ANGELA HOWE 955 13TH AVE NE
ST JOSEPH MN 56374
955 13TH AVE NE
SAINT JOSEPH MN 56374 51.13 75.82 75.82 0.00 $2,112.35 $2,112.35
10 84.53736.0014 LOT 009 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 957 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 51.12 73.40 73.40 0.00 $2,044.92 $2,044.92
11 84.53736.0015 LOT 010 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 GARY J SUNDERMAN 1003 13TH AVE NE
ST JOSEPH MN 56374
1003 13TH AVE NE
SAINT JOSEPH MN 56374 77.13 77.13 77.13 0.00 $2,148.84 $2,148.84
12 84.53736.0016 LOT 011 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1005 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 71.85 71.85 71.85 0.00 $2,001.74 $2,001.74
13 84.53736.0017 LOT 012 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 DALE J DERICHS 1011 13TH AVE NE
ST JOSEPH MN 56374
1011 13TH AVE NE
SAINT JOSEPH MN 56374 82.50 82.50 82.50 0.00 $2,298.45 $2,298.45
14 84.53736.0018 LOT 013 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1015 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 80.37 80.37 80.37 0.00 $2,239.11 $2,239.11
15 84.53736.0019 LOT 014 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 NICOLE L CHRISTENSEN 1021 13TH AVE NE
ST JOSEPH MN 56374
1021 13TH AVE NE
SAINT JOSEPH MN 56374 88.38 88.38 88.38 0.00 $2,462.27 $2,462.27
16 84.53736.0020 LOT 015 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 TODD D SNYDER 1023 13TH AVE NE
ST JOSEPH MN 56374
1023 13TH AVE NE
SAINT JOSEPH MN 56374 75.47 75.47 75.47 0.00 $2,102.59 $2,102.59
17 84.53736.0021 LOT 016 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 DAVID K LOCH 1027 13TH AVE NE
ST JOSEPH MN 56374
1027 13TH AVE NE
SAINT JOSEPH MN 56374 85.88 85.88 85.88 0.00 $2,392.62 $2,392.62
18 84.53736.0022 LOT 017 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 CORY MITCHELL 1029 13TH AVE NE
ST JOSEPH MN 56374
1029 13TH AVE NE
SAINT JOSEPH MN 56374 82.39 82.39 82.39 0.00 $2,295.39 $2,295.39
19 84.53736.0023 LOT 018 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LOVONA M BENGTSON REV TRUST 1031 13TH AVE NE
ST JOSEPH MN 56374
1031 13TH AVE NE
SAINT JOSEPH MN 56374 77.80 77.80 77.80 0.00 $2,167.51 $2,167.51
20 84.53736.0024 LOT 019 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 TIMOTHY J VALEK 1033 13TH AVE NE
ST JOSEPH MN 56374
1033 13TH AVE NE
SAINT JOSEPH MN 56374 51.92 82.27 82.27 0.00 $2,292.04 $2,292.04
21 84.53736.0025 LOT 020 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 CHAD E MUELLER 1035 13TH AVE NE
ST JOSEPH MN 56374
1035 13TH AVE NE
SAINT JOSEPH MN 56374 51.11 77.05 77.05 0.00 $2,146.61 $2,146.61
22 84.53736.0026 LOT 021 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 SCOTT SCHAEFER 944 14TH AVE NE
ST JOSEPH MN 56374
944 14TH AVE NE
SAINT JOSEPH MN 56374 51.12 80.72 80.72 0.00 $2,248.86 $2,248.86
23 84.53736.0027 LOT 022 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 ALYSSA A HEITZMAN 938 14TH AVE NE
ST JOSEPH MN 56374
938 14TH AVE NE
SAINT JOSEPH MN 56374 51.10 77.93 77.93 0.00 $2,171.13 $2,171.13
24 84.53736.0028 LOT 023 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 KEVIN RENNIE 932 14TH AVE NE
ST JOSEPH MN 56374
33087 COUNTY ROAD 2
ST JOSEPH MN 56374 68.79 82.87 82.87 0.00 $2,308.76 $2,308.76
25 84.53736.0029 LOT 024 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 926 14TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 74.78 84.87 84.87 0.00 $2,364.48 $2,364.48
26 84.53736.0030 LOT 025 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 KELLER FAMILY TRUST 920 14TH AVE NE
ST JOSEPH MN 56374
8265 EAST SOUTHERN AVE # 462
MESA AZ 85209 77.80 77.80 77.80 0.00 $2,167.51 $2,167.51
27 84.53736.0031 LOT 026 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 RANDY JEROME 914 14TH AVE NE
ST JOSEPH MN 56374
914 14TH AVE NE
SAINT JOSEPH MN 56374 84.92 84.92 84.92 0.00 $2,365.87 $2,365.87
28 84.53736.0032 LOT 027 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 ADAM C HORTSCH 908 14TH AVE NE
ST JOSEPH MN 56374
908 14TH AVE NE
SAINT JOSEPH MN 56374 105.99 105.99 105.99 0.00 $2,952.88 $2,952.88
29 84.53736.0033 LOT 028 BLK 002 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 902 14TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 140.12 106.40 106.40 106.40 70.06 70.06 $2,964.30 $2,964.30
30 84.53736.0090 OUTLOT C NORTHLAND HEIGHTS SECTION 03
TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC N/A PO BOX 7
AVON MN 56310 1128.61 0.00 66.00 66.00 $2,427.48 $2,427.48
31 84.53736.0092 LOTS 4 & 5 BLK 6 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029
LAWRENCE R DONNAY & MARY ANN
DONNAY REV
1324 IRIS LN
ST JOSEPH MN 56374
1324 IRIS LN
SAINT JOSEPH MN 56374 201.62 0.00 123.29 123.29 $4,534.61 $4,534.61
32 84.53736.0085 LOT 003 BLK 006 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1320 IRIS LN
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 98.44 0.00 55.18 55.18 $2,029.52 $2,029.52
33 84.53736.0084 LOT 002 BLK 006 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 JOHN HEINEN 1316 IRIS LN
ST JOSEPH MN 56374
1316 IRIS LN
SAINT JOSEPH MN 56374 93.81 0.00 70.63 70.63 $2,597.77 $2,597.77
34 84.53736.0083 LOT 001 BLK 006 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 JOHN ROSKE 1310 IRIS LN
ST JOSEPH MN 56374
1310 IRIS LN
SAINT JOSEPH MN 56374 57.72 0.00 107.50 107.50 $3,953.85 $3,953.85
35 84.53736.0082 LOT 003 BLK 005 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 KARI P SCHOLZ 1308 IRIS LN
ST JOSEPH MN 56374
1308 IRIS LN
SAINT JOSEPH MN 56374 69.54 0.00 85.10 85.10 $3,129.98 $3,129.98
36 84.53736.0081 LOT 002 BLK 005 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 JOSHUA A DEWENTER 1306 IRIS LN
ST JOSEPH MN 56374
1306 IRIS LN NE
SAINT JOSEPH MN 56374 69.15 0.00 84.09 84.09 $3,092.83 $3,092.83
37 84.53736.0080 LOT 001 BLK 005 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1302 IRIS LN
ST JOSEPH MN 56374
PO BOX 7
AVON MN 563103 72.93 0.00 77.20 77.20 $2,839.42 $2,839.42
38 84.53736.0089 OUTLOT B NORTHLAND HEIGHTS SECTION 03
TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC N/A PO BOX 7
AVON MN 56310 1132.30 0.00 1040.31 $0.00 $0.00
39 84.53736.0088 OUTLOT A NORTHLAND HEIGHTS SECTION 03
TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC N/A PO BOX 7
AVON MN 56310 853.48 157.78 129.00 407.66 $0.00 $0.00 $0.00
40 84.53736.0000 LOT 001 BLK 001 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 BETHANY J BERTRAM 1226 IRIS LN
ST JOSEPH MN 56374
1226 IRIS LN E
SAINT JOSEPH MN 56374 158.83 82.79 82.79 82.79 79.42 79.42 $2,306.53 $2,920.88 $5,227.41
41 84.53736.0001 LOT 002 BLK 001 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 907 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 100.22 70.07 70.07 0.00 $1,952.15 $1,952.15
42 84.53736.0002 LOT 003 BLK 001 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 911 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 100.41 74.41 74.41 0.00 $2,073.06 $2,073.06
43 84.53736.0003 LOT 004 BLK 001 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 TERRY A & LORI LYGRE 915 13TH AVE NE
ST JOSEPH MN 56374
915 13TH AVE NE
ST JOSEPH MN 56374 83.37 76.50 76.50 0.00 $2,131.29 $2,131.29
44 84.53736.0004 LOT 005 BLK 001 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 BRUCE J & ROSE J OSENDORF 921 13TH AVE NE
ST JOSEPH MN 56374
921 13TH AVE NE
ST JOSEPH MN 56374 67.60 82.09 82.09 0.00 $2,287.03 $2,287.03
45 84.53736.0005 LOT 006 BLK 001 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 927 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 115.88 79.28 57.94 79.28 137.22 0.00 $3,822.95 $3,822.95
46 84.53736.0061 LOT 028 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 BRIAN J BUERMAN 934 13TH AVE NE
ST JOSEPH MN 56374
934 13TH AVE NE
SAINT JOSEPH MN 56374 135.73 110.62 67.87 110.62 178.49 0.00 $4,972.59 $4,972.59
47 84.53736.0062 LOT 029 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 SHANE D JOHNSON 936 13TH AVE NE
ST JOSEPH MN 56374
936 13TH AVE NE
SAINT JOSEPH MN 56374 89.50 89.50 89.50 0.00 $2,493.47 $2,493.47
48 84.53736.0063 LOT 030 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 JENNIFER L WALKER 942 13TH AVE NE
ST JOSEPH MN 56374
942 13TH AVE NE
SAINT JOSEPH MN 56374 82.19 82.19 82.19 0.00 $2,289.81 $2,289.81
49 84.53736.0034 LOT 001 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 TIMOTHY BUECKERS 944 13TH AVE NE
ST JOSEPH MN 56374
944 13TH AVE NE
SAINT JOSEPH MN 56374 197.36 98.68 98.68 0.00 $2,749.22 $2,749.22
50 84.53736.0035 LOT 002 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 TONY D & CYNTHIA A MAILE 1002 13TH AVE NE
ST JOSEPH MN 56374
1002 13TH AVE NE
ST JOSEPH MN 56374 57.20 57.20 57.20 0.00 $1,593.59 $1,593.59
51 84.53736.0036 LOT 003 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 JONATHAN KOENIG 1006 13TH AVE NE
ST JOSEPH MN 56374
1006 13TH AVE NE
SAINT JOSEPH MN 56374 57.19 57.19 57.19 0.00 $1,593.31 $1,593.31
52 84.53736.0037 LOT 004 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 JEREMY L PRIMUS 1010 13TH AVE NE
ST JOSEPH MN 56374
1010 13TH AVE NE
SAINT JOSEPH MN 56374 46.75 46.75 46.75 0.00 $1,302.46 $1,302.46
36' WIDE STREET OVERLAY
ADJUSTED FOOTAGE
ITEM
NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS
TOTAL
ASSESSMENT
SPECIAL
ASSESSMENTS
PLATTED
ABUTTING FOOTAGE
32' WIDE STREET OVERLAY
ADJUSTED FOOTAGE
Page 1 of 14
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES 12/12/2025
32' wide street overlay $27.86 /LF
2026 STREET IMPROVEMENTS - NORTHLAND HEIGHTS 36' wide street overlay $36.78 /LF
ST. JOSEPH, MINNESOTA
STJOE 188782
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE 32' OVERLAY 36' OVERLAY
36' WIDE STREET OVERLAY
ADJUSTED FOOTAGE
ITEM
NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS
TOTAL
ASSESSMENT
SPECIAL
ASSESSMENTS
PLATTED
ABUTTING FOOTAGE
32' WIDE STREET OVERLAY
ADJUSTED FOOTAGE
53 84.53736.0038 LOT 005 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 ANDREA M REDETZKE 1012 13TH AVE NE
ST JOSEPH MN 56374
1012 13TH AVE NE
ST JOSEPH MN 56374 47.29 47.29 47.29 0.00 $1,317.50 $1,317.50
54 84.53736.0039 LOT 006 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 JULIE A KRAUS 1014 13TH AVE NE
ST JOSEPH MN 56374
1014 13TH AVE NE
SAINT JOSEPH MN 56374 46.23 46.23 46.23 0.00 $1,287.97 $1,287.97
55 84.53736.0040 LOT 007 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LACEY E SOLHEID 1016 13TH AVE NE
ST JOSEPH MN 56374
1016 13TH AVE NE
SAINT JOSEPH MN 56374 46.05 46.05 46.05 0.00 $1,282.95 $1,282.95
56 84.53736.0041 LOT 008 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 THOMAS J DOSCH 1020 13TH AVE NE
ST JOSEPH MN 56374
1020 13TH AVE NE
SAINT JOSEPH MN 56374 50.85 50.85 50.85 0.00 $1,416.68 $1,416.68
57 84.53736.0042 LOT 009 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1022 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 51.85 51.85 51.85 0.00 $1,444.54 $1,444.54
58 84.53736.0043 LOT 010 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1024 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 56.09 56.09 56.09 0.00 $1,562.67 $1,562.67
59 84.53736.0044 LOT 011 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1026 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 55.77 55.77 55.77 0.00 $1,553.75 $1,553.75
60 84.53736.0045 LOT 012 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1028 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 49.02 49.02 49.02 0.00 $1,365.70 $1,365.70
61 84.53736.0046 LOT 013 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 NICHOLAS R PETERSON 1030 13TH AVE NE
ST JOSEPH MN 56374
1030 13TH AVE NE
SAINT JOSEPH MN 56374 50.59 50.59 50.59 0.00 $1,409.44 $1,409.44
62 84.53736.0047 LOT 014 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE AVON INC 1032 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 52.14 52.14 52.14 0.00 $1,452.62 $1,452.62
63 84.53736.0048 LOT 015 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1034 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 82.41 53.17 53.17 0.00 $1,481.32 $1,481.32
64 84.53736.0049 LOT 016 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 941 14TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 83.72 48.63 48.63 0.00 $1,354.83 $1,354.83
65 84.53736.0050 LOT 017 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 929 14TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 84.04 49.44 49.44 0.00 $1,377.40 $1,377.40
66 84.53736.0051 LOT 018 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 917 14TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 84.27 58.33 58.33 0.00 $1,625.07 $1,625.07
67 84.53736.0052 LOT 019 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 911 14TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 142.17 78.36 71.09 78.36 149.45 0.00 $4,163.54 $4,163.54
68 84.53736.0053 LOT 020 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 NICHOLAS L S HATHAWAY 1335 JASMINE LN
ST JOSEPH MN 56374
1335 JASMINE LN NE
SAINT JOSEPH MN 56374 74.99 74.99 74.99 0.00 $2,089.22 $2,089.22
69 84.53736.0054 LOT 021 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1331 JASMINE LN
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 72.45 72.45 72.45 0.00 $2,018.46 $2,018.46
70 84.53736.0091 LOTS 22 & 23 BLK 3 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 SHARON FINKEN 1327 JASMINE LN
ST JOSEPH MN 56374
1327 JASMINE LN
SAINT JOSEPH MN 56374 150.89 150.89 150.89 0.00 $4,203.80 $4,203.80
71 84.53736.0057 LOT 024 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 FRONTIER LAND LLC 1319 JASMINE LN
ST JOSEPH MN 56374
17207 198TH AVE NW
BIG LAKE MN 55309 60.28 60.28 60.28 0.00 $1,679.40 $1,679.40
72 84.53736.0058 LOT 025 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 BENJAMIN J LANNERS 1315 JASMINE LN
ST JOSEPH MN 56374
1315 JASMINE LN E
SAINT JOSEPH MN 56374 91.39 91.39 91.39 0.00 $2,546.13 $2,546.13
73 84.53736.0059 LOT 026 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 WESTON KERZMAN 1311 JASMINE LN
ST JOSEPH MN 56374
1311 JASMINE LN NE
SAINT JOSEPH MN 56374 72.03 72.03 72.03 0.00 $2,006.76 $2,006.76
74 84.53736.0060 LOT 027 BLK 003 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 JACALYN VOIGT 1307 JASMINE LN
ST JOSEPH MN 56374
1307 JASMINE LN NE
SAINT JOSEPH MN 56374 73.34 73.34 73.34 0.00 $2,043.25 $2,043.25
75 84.53736.0068 LOT 005 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 ADAM J SAVOLAINEN 1304 JASMINE LN
ST JOSEPH MN 56374
1304 JASMINE LN
SAINT JOSEPH MN 56374 181.79 107.17 90.90 107.17 198.07 0.00 $5,518.09 $5,518.09
76 84.53736.0069 LOT 006 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1306 JASMINE LN
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 74.21 74.21 74.21 0.00 $2,067.49 $2,067.49
77 84.53736.0070 LOT 007 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1310 JASMINE LN
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 87.46 87.46 87.46 0.00 $2,436.64 $2,436.64
78 84.53736.0071 LOT 008 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1314 JASMINE LN
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 96.28 63.94 63.94 0.00 $1,781.37 $1,781.37
79 84.53736.0072 LOT 009 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 JORDAN MATHIASEN 1316 JASMINE LN
ST JOSEPH MN 56374
1316 JASMINE LN NE
SAINT JOSEPH MN 56374 88.39 74.02 74.02 0.00 $2,062.20 $2,062.20
80 84.53736.0073 LOT 010 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1322 JASMINE LN
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 95.54 75.20 75.20 0.00 $2,095.07 $2,095.07
81 84.53736.0074 LOT 011 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 ADAM R RAFFERTY 1328 JASMINE LN
ST JOSEPH MN 56374
1328 JASMINE LN
SAINT JOSEPH MN 56374 104.07 79.80 79.80 0.00 $2,223.23 $2,223.23
82 84.53736.0075 LOT 012 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 MAUREEN D FINKEN 1334 JASMINE LN
ST JOSEPH MN 56374
1338 JASMINE LN NE
SAINT JOSEPH MN 56374 59.86 69.43 69.43 0.00 $1,934.32 $1,934.32
83 84.53736.0076 LOT 013 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 MAUREEN D FINKEN 1338 JASMINE LN
ST JOSEPH MN 56374
1338 JASMINE LN NE
SAINT JOSEPH MN 56374 192.39 134.33 96.20 96.20 67.17 67.17 $2,679.99 $2,470.33 $5,150.32
84 84.53736.0077 LOT 014 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 1325 IRIS LN
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 72.93 0.00 75.35 75.35 $2,771.37 $2,771.37
85 84.53736.0078 LOT 015 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 KLEIN BUILDERS INC 1317 IRIS LN
ST JOSEPH MN 56374
15703 FRUIT FARM RD
SAINT JOSEPH MN 56374 68.70 0.00 80.29 80.29 $2,953.07 $2,953.07
86 84.53736.0079 LOT 016 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 NOAH NORDMANN 1313 IRIS LN
ST JOSEPH MN 56374
1313 IRIS LN
SAINT JOSEPH MN 56374 88.05 0.00 88.05 88.05 $3,238.48 $3,238.48
87 84.53736.0064 LOT 001 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 JUSTIN & MICHELLE BEEHLER 1309 IRIS LN
ST JOSEPH MN 56374
1309 IRIS LN
SAINT JOSEPH MN 56374 97.41 0.00 97.41 97.41 $3,582.74 $3,582.74
88 84.53736.0065 LOT 002 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 KLEIN BUILDERS INC 1303 IRIS LN
ST JOSEPH MN 56374
15703 FRUIT FARM RD
SAINT JOSEPH MN 56374 154.10 131.54 77.09 77.09 131.54 131.54 $2,147.73 $4,838.04 $6,985.77
89 84.53736.0066 LOT 003 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 LUMBER ONE DEVELOPMENT CO LLC 910 13TH AVE NE
ST JOSEPH MN 56374
PO BOX 7
AVON MN 56310 87.23 87.23 87.23 0.00 $2,430.23 $2,430.23
90 84.53736.0067 LOT 004 BLK 004 NORTHLAND HEIGHTS
SECTION 03 TOWNSHIP 124 RANGE 029 ALEXANDER E BADE 914 13TH AVE NE
ST JOSEPH MN 56374
914 13TH AVE NE
SAINT JOSEPH MN 56374 92.31 92.31 92.31 0.00 $2,571.76 $2,571.76
TOTALS:7345.57 6806.32 691.15 5511.12 6073.27 1597.45 1208.80 1358.27 $169,201.30 $47,380.36 $216,581.67
X:\PT\S\STJOE\188782\2-proj-mgmt\25-cost-est\Assessment\[SJ188782 PAW.xlsx]Rates
Page 2 of 14
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET 12/12/2025
40' wide reclaim & repave $70.59 /LF
2026 STREET IMPROVEMENTS - BUETTNER BUSINESS PARK 2 & 3, TJ ADDITION, RENNIE ADDITION, AND WHITNEY WING
ST. JOSEPH, MINNESOTA
STJOE 188782
SPECIAL
ASSESSMENTS
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE 40' RECLAIM
1 84.53945.0050 LOT 001 BLK 001 WHITNEY WING SECTION 11
TOWNSHIP 124 RANGE 029 MWS PROPERTIES LLP 828 19TH AVE NE
ST JOSEPH MN 56374
1240 GREEN VALLEY RD
BEAVER DAM WI 53916 683.71 683.71 683.71 $48,263.09 $48,263.09
2 84.53945.0060
LOT 2 BLK 1 WHITNEY WING & LOT 1 BLK 2
RENNIE ADDN RENNIE ADD, WHITNEY WING
SECTION 11 TOWNSHIP 124 RANGE 029
MCMULLEN-HALL PROPERTIES LP 726 19TH AVE NE
ST JOSEPH MN 56374
736 19TH AVE NE
ST JOSEPH MN 56374 301.70 301.70 301.70 $21,297.00 $21,297.00
3 84.53945.0060
LOT 2 BLK 1 WHITNEY WING & LOT 1 BLK 2
RENNIE ADDN RENNIE ADD, WHITNEY WING
SECTION 11 TOWNSHIP 124 RANGE 029
MCMULLEN-HALL PROPERTIES LP 726 19TH AVE NE
ST JOSEPH MN 56374
736 19TH AVE NE
ST JOSEPH MN 56374 119.70 119.70 119.70 $8,449.62 $8,449.62
4 84.53794.0024 LOT 002 BLK 002 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 RJE PROPERTIES LLC 718 19TH AVE NE
ST JOSEPH MN 56374
PO BOX 308
RICE MN 56367 119.49 119.49 119.49 $8,434.80 $8,434.80
5 84.53794.0026 LOT 003 BLK 002 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 MIDCONTINENT COMMUNICATIONS 710 19TH AVE NE
ST JOSEPH MN 56374
PO BOX 5040
SIOUX FALLS SD 57117 119.31 119.31 119.31 $8,422.09 $8,422.09
6 84.53794.0044
LOT 15 BLK 1 NORTHLAND BUSINESS CENTER
& LOT 4 LK 2 RENNIE ADD NORTHLAND
BUSINESS CENTER, RENNIE ADD SECTION 11
DALE R KIFFMEYER 702 19TH AVE NE
ST JOSEPH MN 56374
17374 COUNTY ROAD 9
RICHMOND MN 56368 119.13 119.13 119.13 $8,409.39 $8,409.39
7 84.53794.0030 LOT 005 BLK 002 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 TKP HOLDINGS LLC 636 19TH AVE NE
ST JOSEPH MN 56374
PO BOX 637
SAINT JOSEPH MN 56374 118.95 118.95 118.95 $8,396.68 $8,396.68
8 84.53794.0032 LOT 006 BLK 002 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 PRECISE PROPERTIES LLC 628 19TH AVE NE
ST JOSEPH MN 56374
628 19TH AVE NE
ST JOSEPH MN 56374 118.77 118.77 118.77 $8,383.97 $8,383.97
9 84.53794.0034 LOT 007 BLK 002 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 PRECISE PROPERTIES LLC 620 19TH AVE NE
ST JOSEPH MN 56374
628 19TH AVE NE
ST JOSEPH MN 56374 118.59 118.59 118.59 $8,371.27 $8,371.27
10 84.53794.0040 LOTS 8 & 9 BLK 2 LESS S 66' LOT 9 RENNIE ADD
SECTION 11 TOWNSHIP 124 RANGE 029 LYON MLM PROPERTIES LLC 614 19TH AVE NE
ST JOSEPH MN 56374
31664 CEDAR RIDGE RD
SAINT JOSEPH MN 56374 181.82 181.82 181.82 $12,834.67 $12,834.67
11 84.53470.0106 LOT 001 BLK 002 BORGERT INDUSTRIAL PARK
PLAT 2 SECTION 11 TOWNSHIP 124 RANGE 029 CARWINKEL HOLDINGS LLC 538 19TH AVE NE
ST JOSEPH MN 56374
3015 4TH ST N
WAITE PARK MN 56387 175.02 175.02 175.02 $12,354.66 $12,354.66
12 84.53470.0108 LOT 002 BLK 002 BORGERT INDUSTRIAL PARK
PLAT 2 SECTION 11 TOWNSHIP 124 RANGE 029 TWIN CITY CONCRETE PRODUCTS CO 526 19TH AVE NE
ST JOSEPH MN 56374
2025 CENTRE POINTE BLVD
MENDOTA HEIGHTS MN 55120 175.00 175.00 175.00 $12,353.25 $12,353.25
13 84.53470.0110 LOT 003 BLK 002 BORGERT INDUSTRIAL PARK
PLAT 2 SECTION 11 TOWNSHIP 124 RANGE 029 TWIN CITY CONCRETE PRODUCTS CO 516 19TH AVE NE
ST JOSEPH MN 56374
2025 CENTRE POINTE BLVD
MENDOTA HEIGHTS MN 55120 150.00 150.00 150.00 $10,588.50 $10,588.50
14 84.53470.0112 LOT 004 BLK 002 BORGERT INDUSTRIAL PARK
PLAT 2 SECTION 11 TOWNSHIP 124 RANGE 029 TWIN CITY CONCRETE PRODUCTS CO 506 19TH AVE NE
ST JOSEPH MN 56374
2025 CENTRE POINTE BLVD
MENDOTA HEIGHTS MN 55120 158.17 158.17 158.17 $11,165.22 $11,165.22
15 84.53470.0104 LOT 003 BLK 001 BORGERT INDUSTRIAL PARK
PLAT 2 SECTION 11 TOWNSHIP 124 RANGE 029 TWIN CITY CONCRETE PRODUCTS CO 511 19TH AVE NE
ST JOSEPH MN 56374
2025 CENTRE POINTE BLVD
MENDOTA HEIGHTS MN 55120 299.70 176.85 149.85 176.85 326.70 $23,061.75 $23,061.75
16 84.53432.0067
11.73 A. PART OF S2NW4 N'LY OF RR & W'LY OF
BORGERT INDUSTRIAL PARK PLAT 2 & E OF
BUETTNER BUSINESS PARK LESS S 210'
TWIN CITY CONCRETE PRODUCTS CO N/A 2025 CENTRE POINTE BLVD
MENDOTA HEIGHTS MN 55120 864.10 864.10 864.10 $60,996.82 $60,996.82
17 84.53475.0202 LOT 003 BLK 001 COBORNS REALTY COMPANY
SECTION 11 TOWNSHIP 124 RANGE 029 COBORN REALTY COMPANY LTD 1500 ELM ST E
ST JOSEPH MN 56374
PO BOX 6146
ST CLOUD MN 56302 480.37 480.37 480.37 $33,909.32 $33,909.32
18 84.53475.0200 LOT 001 BLK 001 COBORNS REALTY COMPANY
SECTION 11 TOWNSHIP 124 RANGE 029 MAGNIFI FINANCIAL CREDIT UNION 1300 ELM ST E
ST JOSEPH MN 56374
20 4TH AVE SE
MELROSE MN 56352 155.02 155.02 155.02 $10,942.86 $10,942.86
19 84.53470.0252
LOT 2 BLK 1 & P/O LOT 3 BLK 1 BEG SW COR
LOT 3-NE ALG W LN 169.70'-S89D E 88.32'-SW
169.70' TO S LN LOT 3-N89D W ALG S LN 88.32'
NCD WAREHOUSE LLC 15TH AVE NE
ST JOSEPH MN 56374
575 15TH AVE NE PO BOX 310
SAINT JOSEPH MN 56374 291.75 291.75 291.75 $20,594.63 $20,594.63
20 84.53470.0254
LOT 3 BLK 1 & P/O LOT 2 BLK 1 COM SE COR
LOT 2-NE ALG E LN 169.70'TO POB-NE ALG E LN
334.69' TO NE COR LOT 2-N89D W ALG N LN
NCD WAREHOUSE LLC 575 15TH AVE NE
ST JOSEPH MN 56374
575 15TH AVE NE PO BOX 310
SAINT JOSEPH MN 56374 504.39 258.87 252.20 258.87 511.07 $36,076.08 $36,076.08
21 84.53470.0228
P/O LOT 1 BLK 1 LYING SLY OF FDL:COM SE
COR LT 1-NW ALG E LN 326.90' TO POB-S89D W
581.59' TO W LN LT 1 & TERM BUETTNER
SECURED EARNINGS & WARRANTY LLC 641 15TH AVE NE
ST JOSEPH MN 56374
641 15TH AVE NE PO BOX 129
SAINT JOSEPH MN 56374 326.90 326.90 326.90 $23,075.87 $23,075.87
22 84.53470.0226
P/O LOT 1 BLK 1 LYING NLY OF FDL:COM SE
COR LT 1-NW ALG E LN 326.90' TO POB-S89D W
581.59' TO W LN LT 1 & TERM BUETTNER
MJ PROPERTY LLC 715 15TH AVE NE
ST JOSEPH MN 56374
715 15TH AVE NE
SAINT JOSEPH MN 56374 429.85 429.85 429.85 $30,343.11 $30,343.11
23 84.53470.0240 LOT 001 BLK 001 BUETTNER BUSINESS PARK 2
SECTION 02 TOWNSHIP 124 RANGE 029 CEDAR POINT STORAGE SOLUTIONS LLC 720 15TH AVE NE
ST JOSEPH MN 56374
11342 30TH ST
CLEAR LAKE MN 55319 251.48 251.48 251.48 $17,751.97 $17,751.97
24 84.53470.0241 LOT 002 BLK 001 BUETTNER BUSINESS PARK 2
SECTION 02 TOWNSHIP 124 RANGE 029 STRUZYK PROPERTIES LLC 710 15TH AVE NE
ST JOSEPH MN 56374
37258 110TH AVE N
SAINT JOSEPH MN 56374 300.26 300.26 300.26 $21,195.35 $21,195.35
25 84.53470.0242 LOT 003 BLK 001 BUETTNER BUSINESS PARK 2
SECTION 02 TOWNSHIP 124 RANGE 029 DACOTAH PAPER CO 700 15TH AVE NE
ST JOSEPH MN 56374
3940 15TH AVE N
FARGO ND 58102 290.42 290.42 290.42 $20,500.75 $20,500.75
26 84.53470.0230
LOT 1 BLK 2 S OF FDL: COM SW COR LOT 1 N
ON W LN 716.38' TO POB - AT RIGHT ANGLES
TO W LN E TO E LN LOT 1 TERM BUETTNER
ST JOE DEVELOPMENT LLC 600 15TH AVE NE
ST JOSEPH MN 56374
815 COUNTY ROAD 75 E PO BOX
250
ST JOSEPH MN 56374
716.38 468.99 358.19 468.99 827.18 $58,390.64 $58,390.64
27 84.53470.0102 LOT 002 BLK 001 BORGERT INDUSTRIAL PARK
PLAT 2 SECTION 11 TOWNSHIP 124 RANGE 029 CITY OF ST JOSEPH 1855 ELM ST E
ST JOSEPH MN 56374
75 CALLAWAY ST E
SAINT JOSEPH MN 56374 576.15 175.00 288.08 175.00 463.08 $32,688.46 $32,688.46
28 84.53470.0100 LOT 001 BLK 001 BORGERT INDUSTRIAL PARK
PLAT 2 SECTION 11 TOWNSHIP 124 RANGE 029 CITY OF ST JOSEPH 537 19TH AVE NE
ST JOSEPH MN 56374
75 CALLAWAY ST E
SAINT JOSEPH MN 56374 175.02 175.02 175.02 $12,354.66 $12,354.66
29 84.53794.0020 LOT 014 BLK 001 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 CITY OF ST JOSEPH 603 19TH AVE NE
ST JOSEPH MN 56374
75 CALLAWAY ST E
SAINT JOSEPH MN 56374 119.70 119.70 119.70 $8,449.62 $8,449.62
30 84.53794.0018 LOT 013 BLK 001 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 ZAHARA 7 LLC 611 19TH AVE NE
ST JOSEPH MN 56374
611 19TH AVE NE
ST JOSEPH MN 56374 105.00 105.00 105.00 $7,411.95 $7,411.95
31 84.53794.0016 LOT 012 BLK 001 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 JESAS EQUITIES LLC 617 19TH AVE NE
ST JOSEPH MN 56374
PO BOX 906
SAINT JOSEPH MN 56374 105.00 105.00 105.00 $7,411.95 $7,411.95
32 84.53794.0014 LOT 011 BLK 001 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 ACC OF COLD SPRING PROPERTIES 625 19TH AVE NE
ST JOSEPH MN 56374
4507 31ST AVE SE
SAINT CLOUD MN 56304 105.00 105.00 105.00 $7,411.95 $7,411.95
33 84.53794.0012 LOT 010 BLK 001 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 ACC OF COLD SPRING PROPERTIES 631 19TH AVE NE
ST JOSEPH MN 56374
4507 31ST AVE SE
SAINT CLOUD MN 56304 105.00 105.00 105.00 $7,411.95 $7,411.95
34 84.53794.0008 LOTS 8 & 9 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 M & S HOLDING COMPANY LLC 703 19TH AVE NE
ST JOSEPH MN 56374
703 19TH AVE NE
SAINT JOSEPH MN 56374 210.00 210.00 210.00 $14,823.90 $14,823.90
35 84.53794.0006 LOT 007 BLK 001 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 DUAN P WESTRA 711 19TH AVE NE
ST JOSEPH MN 56374
5624 WEST OAKES DR
SAINT CLOUD MN 56303 105.00 105.00 105.00 $7,411.95 $7,411.95
PRELIMINARY SPECIAL ASSESSMENT RATES
ITEM
NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS
TOTAL
ASSESSMENT
PLATTED
ABUTTING FOOTAGE
40' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
Page 3 of 14
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET 12/12/2025
40' wide reclaim & repave $70.59 /LF
2026 STREET IMPROVEMENTS - BUETTNER BUSINESS PARK 2 & 3, TJ ADDITION, RENNIE ADDITION, AND WHITNEY WING
ST. JOSEPH, MINNESOTA
STJOE 188782
SPECIAL
ASSESSMENTS
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE 40' RECLAIM
PRELIMINARY SPECIAL ASSESSMENT RATES
ITEM
NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS
TOTAL
ASSESSMENT
PLATTED
ABUTTING FOOTAGE
40' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
36 84.53794.0004 LOT 006 BLK 001 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 R & R LANGE PROPERTIES LLC 717 19TH AVE NE
ST JOSEPH MN 56374
48 3RD ST N
WAITE PARK MN 56387 105.00 105.00 105.00 $7,411.95 $7,411.95
37 84.53794.0002 LOT 005 BLK 001 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 R & R LANGE PROPERTIES LLC 725 19TH AVE NE
ST JOSEPH MN 56374
48 3RD ST N
WAITE PARK MN 56387 105.00 105.00 105.00 $7,411.95 $7,411.95
38 84.53794.0000 LOT 004 BLK 001 RENNIE ADD SECTION 11
TOWNSHIP 124 RANGE 029 R & R LANGE PROPERTIES LLC 731 19TH AVE NE
ST JOSEPH MN 56374
48 3RD ST N
WAITE PARK MN 56387 105.02 105.02 105.02 $7,413.36 $7,413.36
39 84.53800.0003 LOTS 2 & 3 BLOCK 1 T.J. ADD SECTION 02
TOWNSHIP 124 RANGE 029 ST JOE MINI-STORAGE LLC 819 19TH AVE NE
ST JOSEPH MN 56374
PO BOX 639
SAINT JOSEPH MN 56374 498.00 498.00 498.00 $35,153.82 $35,153.82
40 84.53800.0000 LOT 001 BLK 001 T.J. ADD SECTION 02
TOWNSHIP 124 RANGE 029 VNT LLC 833 19TH AVE NE
ST JOSEPH MN 56374
833 19TH AVE NE
SAINT JOSEPH MN 56374 357.40 357.40 357.40 $25,228.87 $25,228.87
TOTALS:4654.85 6771.13 3606.54 6771.13 10377.67 $732,559.73 $732,559.73
X:\PT\S\STJOE\188782\2-proj-mgmt\25-cost-est\Assessment\[SJ188782 PAW.xlsx]Rates
Page 4 of 14
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES
36'-38' wide reclaim & repave
2026 STREET IMPROVEMENTS - EASTERN PARK 1ST ADD, CLOVERDALE ESTATES & 2ND ADD, CLOVERDALE TOWNHOUSE ADD, CEDAR VILLAGE TOWNHOUSES
ST. JOSEPH, MINNESOTA
STJOE 188782
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
1 84.53472.0032 LOT 002 BLK 004 CLOVERDALE ESTATES TO ST JOE
SECTION 10 TOWNSHIP 124 RANGE 029 DANIEL T DICK 138 7TH AVE SE
ST JOSEPH MN 56374
138 7TH AVE SE
SAINT JOSEPH MN 56374 144.37 144.37
2 84.53474.0082 LOT 001 BLK 006 CLOVERDALE ESTATES 2ND ADD
SECTION 10 TOWNSHIP 124 RANGE 029 GARY LOXTERKAMP 129 8TH AVE SE
ST JOSEPH MN 56374
129 8TH AVE SE
SAINT JOSEPH MN 56374 110.00 110.00
3 84.53474.0048 LOT 001 BLK 005 CLOVERDALE ESTATES 2ND ADD
SECTION 10 TOWNSHIP 124 RANGE 029 ADAM A LOMMEL 132 8TH AVE SE
ST JOSEPH MN 56374
132 8TH AVE SE
ST JOSEPH MN 56374 250.00 250.00
4 84.53474.0080 LOT 017 BLK 005 CLOVERDALE ESTATES 2ND ADD
SECTION 10 TOWNSHIP 124 RANGE 029 SHAWN D & SUSAN M WINTER 137 9TH AVE SE
ST JOSEPH MN 56374
137 9TH AVE SE
ST JOSEPH MN 56374 125.00 125.00
5 84.53475.0080
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
SANDRA L BOCK 126 9TH AVE SE
ST JOSEPH MN 56374
126 9TH AVE SE
ST JOSEPH MN 56374 125.00
5A 84.53475.0090
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
LISA R WURZBERGER 146 9TH AVE SE
ST JOSEPH MN 56374
146 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
5B 84.53475.0089
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
MEGHAN SCHNEIDER 144 9TH AVE SE
ST JOSEPH MN 56374
144 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
5C 84.53475.0088
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
JASON & PAULA M BLOCH 142 9TH AVE SE
ST JOSEPH MN 56374
142 9TH AVE SE
ST JOSEPH MN 56374 6.25 6.25
5D 84.53475.0087
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
SARAH J KLINNERT 140 9TH AVE SE
ST JOSEPH MN 56374
140 9TH AVE SE
ST JOSEPH MN 56374 6.25 6.25
5E 84.53475.0086
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
MARAN M WAGNER 138 9TH AVE SE
ST JOSEPH MN 56374
138 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
5F 84.53475.0085
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
MICHAEL D MURPHY 136 9TH AVE SE
ST JOSEPH MN 56374
136 9TH AVE SE
ST JOSEPH MN 56374 6.25 6.25
5G 84.53475.0084
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
MARK T & DEVONA M EMERSON 134 9TH AVE SE
ST JOSEPH MN 56374
134 9TH AVE SE
ST JOSEPH MN 56374 6.25 6.25
5H 84.53475.0083
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
THERESA A PFLUEGER 132 9TH AVE SE
ST JOSEPH MN 56374
132 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
5I 84.53475.0082
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
DEBORAH ANN REBER 130 9TH AVE SE
ST JOSEPH MN 56374
130 9TH AVE SE
ST JOSEPH MN 56374 6.25 6.25
5J 84.53475.0081
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
SARA MASTEY 128 9TH AVE SE
ST JOSEPH MN 56374
128 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
5K 84.53475.0079
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
CHRISTOPHER R WENZEL 124 9TH AVE SE
ST JOSEPH MN 56374
124 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
5L 84.53475.0078
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
GERALD P KNAPP 122 9TH AVE SE
ST JOSEPH MN 56374
122 9TH AVE SE
ST JOSEPH MN 56374 6.25 6.25
5M 84.53475.0076
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
DAWN L OTTESEN 120 9TH AVE SE
ST JOSEPH MN 56374
120 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
5N 84.53475.0075
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
JORDAN P MEYER 118 9TH AVE SE
ST JOSEPH MN 56374
118 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
5O 84.53475.0074
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
ANNA L GOHMAN 116 9TH AVE SE
ST JOSEPH MN 56374
116 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
5P 84.53475.0073
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
ALLEN A SCHLEICHER LEGACY TRUST 114 9TH AVE SE
ST JOSEPH MN 56374
218 CROCUS LN
MONTICELLO MN 55362 6.25 6.25
5Q 84.53475.0072
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
JOSHUA J RASSIER 112 9TH AVE SE
ST JOSEPH MN 56374
112 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
5R 84.53475.0071
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
KRISTI BIVENS 110 9TH AVE SE
ST JOSEPH MN 56374
110 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
5S 84.53475.0070
AND UNDIVIDED 1/20 INTEREST IN LOT 1 BLK 6
CLOVERDALE TOWNHOUSE ADD SECTION 10 TOWNSHIP
124 RANGE 029
ERIN L STOCKER 108 9TH AVE SE
ST JOSEPH MN 56374
108 9TH AVE SE
SAINT JOSEPH MN 56374 6.25 6.25
6 84.53471.0000 LOT 001 BLK 001 CEDAR VILLAGE TOWNHOUSE SECTION
10 TOWNSHIP 124 RANGE 029 PATRICK J & KATHRYN M MURPHY 907 BAKER ST E
ST JOSEPH MN 56374
907 BAKER ST E
ST JOSEPH MN 56374 60.15 60.15
7 84.53471.0001 LOT 002 BLK 001 CEDAR VILLAGE TOWNHOUSE SECTION
10 TOWNSHIP 124 RANGE 029 VICTORIA KONOP 909 BAKER ST E
ST JOSEPH MN 56374
909 BAKER ST E
SAINT JOSEPH MN 56374 28.10 28.10
8 84.53471.0002 LOT 003 BLK 001 CEDAR VILLAGE TOWNHOUSE SECTION
10 TOWNSHIP 124 RANGE 029 SEAN RICHARDS 911 BAKER ST E
ST JOSEPH MN 56374
911 BAKER ST E
SAINT JOSEPH MN 56374 28.13 28.13
9 84.53471.0003 LOT 004 BLK 001 CEDAR VILLAGE TOWNHOUSE SECTION
10 TOWNSHIP 124 RANGE 029 KATHRYN ANN DARLING 913 BAKER ST E
ST JOSEPH MN 56374
913 BAKER ST E
SAINT JOSEPH MN 56374 28.16 28.16
10 84.53471.0004 LOT 005 BLK 001 CEDAR VILLAGE TOWNHOUSE SECTION
10 TOWNSHIP 124 RANGE 029 MICHAEL HEINEN 915 BAKER ST E
ST JOSEPH MN 56374
915 BAKER ST
SAINT JOSEPH MN 56374 28.19 28.19
MAILING ADDRESS
PLATTED
ABUTTING FOOTAGE
36'-38' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
ITEM
NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS
Page 5 of 14
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES
36'-38' wide reclaim & repave
2026 STREET IMPROVEMENTS - EASTERN PARK 1ST ADD, CLOVERDALE ESTATES & 2ND ADD, CLOVERDALE TOWNHOUSE ADD, CEDAR VILLAGE TOWNHOUSES
ST. JOSEPH, MINNESOTA
STJOE 188782
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDEMAILING ADDRESS
PLATTED
ABUTTING FOOTAGE
36'-38' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
ITEM
NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS
11 84.53471.0005 LOT 006 BLK 001 CEDAR VILLAGE TOWNHOUSE SECTION
10 TOWNSHIP 124 RANGE 029 TERESA STAUBER 917 BAKER ST E
ST JOSEPH MN 56374
917 BAKER ST E
SAINT JOSEPH MN 56374 58.52 58.52
12 84.53474.0028 LOT 001 BLK 003 CLOVERDALE ESTATES 2ND ADD
SECTION 10 TOWNSHIP 124 RANGE 029 NC JOHNSON PROPERTIES LLC 116 10TH AVE SE
ST JOSEPH MN 56374
550 25TH AVE N
SAINT CLOUD MN 56303 231.26 231.26
13 84.53475.0008 CLOVERDALE TH CLOVERDALE ESTATES 2ND ADD
SECTION 10 TOWNSHIP 124 RANGE 029 CARLSON CROSSING TOWNHOMES OF ST JOSEPH 1004 BAKER ST E
ST JOSEPH MN 56374
24707 COUNTY ROAD 75
SAINT AUGUSTA MN 56301 264.79 264.79
14 84.53475.0006 CLOVERDALE TH CLOVERDALE ESTATES 2ND ADD
SECTION 10 TOWNSHIP 124 RANGE 029 CARLSON CROSSING TOWNHOMES OF ST JOSEPH 912 BAKER ST E
ST JOSEPH MN 56374
24707 COUNTY ROAD 75
SAINT AUGUSTA MN 56301 264.53 264.53
15 84.53475.0004 CLOVERDALE TH CLOVERDALE ESTATES 2ND ADD
SECTION 10 TOWNSHIP 124 RANGE 029 CARLSON CROSSING TOWNHOMES OF ST JOSEPH 904 BAKER ST E
ST JOSEPH MN 56374
24707 COUNTY ROAD 75
SAINT AUGUSTA MN 56301 159.80 159.80
16 84.53475.0002 LOT 002 BLK 007 CLOVERDALE ESTATES 2ND ADD
SECTION 10 TOWNSHIP 124 RANGE 029 PAUL E & LISA M WALLIN 810 BAKER ST E
ST JOSEPH MN 56374
810 BAKER ST
ST JOSEPH MN 56374 146.00 146.00
17 84.53474.0098 LOT 001 BLK 007 CLOVERDALE ESTATES 2ND ADD
SECTION 10 TOWNSHIP 124 RANGE 029 ANN M OLSON HADASH 804 BAKER ST E
ST JOSEPH MN 56374
804 BAKER ST E
SAINT JOSEPH MN 56374 120.00 120.00
18 84.53472.0025 LOT 006 BLK 003 CLOVERDALE ESTATES TO ST JOE
SECTION 10 TOWNSHIP 124 RANGE 029 WATERFLY PROPERTIES LLC 712 BAKER ST E
ST JOSEPH MN 56374
PO BOX 117
SAINT JOSEPH MN 56374 101.39 101.39
19 84.53472.0026 LOT 007 BLK 003 CLOVERDALE ESTATES TO ST JOE
SECTION 10 TOWNSHIP 124 RANGE 029 JAMES C & RENEE C JOPP 708 BAKER ST E
ST JOSEPH MN 56374
708 BAKER ST E
ST JOSEPH MN 56374 101.39 101.39
20 84.53472.0028 LOT 008 BLK 003 CLOVERDALE ESTATES TO ST JOE
SECTION 10 TOWNSHIP 124 RANGE 029 BRIAN R & BRENDA M DONNAY 202 7TH AVE SE
ST JOSEPH MN 56374
202 7TH AVE SE
ST JOSEPH MN 56374 101.39 101.39
TOTALS:665.37 1,929.55 665.37 1,804.55
X:\PT\S\STJOE\188782\2-proj-mgmt\25-cost-est\Assessment\[SJ188782 PAW.xlsx]Rates
Page 6 of 14
PRELIMINARY SPECIAL ASSESSMENT RATES 12/12/2025
$74.00 /LF
SPECIAL
ASSESSMENTS
ASSESSED
FOOTAGE 36-38' RECLAIM
144.37 $10,683.38 $10,683.38
110.00 $8,140.00 $8,140.00
250.00 $18,500.00 $18,500.00
125.00 $9,250.00 $9,250.00
0.00 $0.00 $0.00
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
6.25 $462.50 $462.50
60.15 $4,451.10 $4,451.10
28.10 $2,079.40 $2,079.40
28.13 $2,081.62 $2,081.62
28.16 $2,083.84 $2,083.84
28.19 $2,086.06 $2,086.06
TOTAL
ASSESSMENT
36'-38' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
Page 7 of 14
PRELIMINARY SPECIAL ASSESSMENT RATES 12/12/2025
$74.00 /LF
SPECIAL
ASSESSMENTS
ASSESSED
FOOTAGE 36-38' RECLAIM
TOTAL
ASSESSMENT
36'-38' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
58.52 $4,330.48 $4,330.48
231.26 $17,113.24 $17,113.24
264.79 $19,594.46 $19,594.46
264.53 $19,575.22 $19,575.22
159.80 $11,825.20 $11,825.20
146.00 $10,804.00 $10,804.00
120.00 $8,880.00 $8,880.00
101.39 $7,502.86 $7,502.86
101.39 $7,502.86 $7,502.86
101.39 $7,502.86 $7,502.86
2469.92 $182,774.08 $182,774.08
Page 8 of 14
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES 12/12/2025
36' wide street overlay $36.78 /LF
2026 STREET IMPROVEMENTS - MILL STREAM VILLAGE CONDO CIC #110, AND COLLEGE 2ND & 3RD ADDITION
ST. JOSEPH, MINNESOTA
STJOE 188782
SPECIAL
ASSESSMENTS
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE 36' OVERLAY
1 84.53797.0950 LOT 001 BLK 001 ST JOSEPH CITY HALL ADDITION
SECTION 10 TOWNSHIP 124 RANGE 30 CITY OF ST JOSEPH 75 CALLAWAY ST E
SAINT JOSEPH MN 56374
75 CALLAWAY ST E
SAINT JOSEPH MN 56374 296.28 296.28 296.28 $10,897.18 $10,897.18
2 84.53797.0951 LOT 002 BLK 001 ST JOSEPH CITY HALL ADDITION
SECTION 10 TOWNSHIP 124 RANGE 30 MOXIE INVESTMENTS LLC 124 1ST AVE SE
ST JOSEPH MN 56374
PO BOX 285
SAINT JOSEPH MN 56374 428.03 428.03 428.03 $15,742.94 $15,742.94
3 84.53797.0952 LOT 003 BLK 001 ST JOSEPH CITY HALL ADDITION
SECTION 10 TOWNSHIP 124 RANGE 30 CITY OF ST JOSEPH N/A 75 CALLAWAY ST E
SAINT JOSEPH MN 56374 614.04 614.04 614.04 $22,584.39 $22,584.39
4 84.53533.0000 LOT 001 BLK 001 GRACEVIEW ESTATES SECTION 10
TOWNSHIP 124 RANGE 029 ISSE NOOR SUBANE 245 4TH AVE SE
ST JOSEPH MN 56374
245 4TH AVE SE
SAINT JOSEPH MN 56374 174.88 0.00 0.00 $0.00 $0.00
5 84.53533.0017 LOT 010 BLK 002 GRACEVIEW ESTATES SECTION 10
TOWNSHIP 124 RANGE 029 JESSY F & ANGELA L MCKENZIE 303 4TH AVE SE
ST JOSEPH MN 56374
303 4TH AVE SE
ST JOSEPH MN 56374 170.52 0.00 0.00 $0.00 $0.00
6 84.53475.0512 LOT OUTLOT C COLLEGE 3RD ADDITION SECTION 10
TOWNSHIP 124 RANGE 029 COLLEGE OF ST BENEDICT 375 COLLEGE CIR
ST JOSEPH MN 56374
37 COLLEGE AVE S
ST JOSEPH MN 56374 337.61 337.61 337.61 $12,417.30 $12,417.30
7 84.53733.0169 LOT UNIT 17 MILL STREAM VILLAGE CIC NO 110 SECTION
10 TOWNSHIP 124 RANGE 029 WYNN HOLDINGS LLC 308 COLLEGE CIR
ST JOSEPH MN 56374
31575 MARIGOLD LN
AVON MN 56310 126.82 126.82 126.82 $4,664.44 $4,664.44
8 84.53733.0170 LOT COMMON ELE MILL STREAM VILLAGE CIC NO 110
SECTION 10 TOWNSHIP 124 RANGE 029
MILL STREAM VILLAGE HOMEOWNERS
ASSOCIATION N/A PO BOX 423
SAINT JOSEPH MN 56374 404.88 404.88 404.88 $14,891.49 $14,891.49
8A 84.53733.0153 LOT UNIT 1 MILL STREAM VILLAGE CIC NO 110 SECTION
10 TOWNSHIP 124 RANGE 029 BERNARDO ZARAMA 111 COLMAN CT
ST JOSEPH MN 56374
3440 MARSTON DR
ORLANDO FL 32812 28.92 28.92 28.92 $1,063.68 $1,063.68
8B 84.53733.0154 LOT UNIT 2 MILL STREAM VILLAGE CIC NO 110 SECTION
10 TOWNSHIP 124 RANGE 029 KERRY J KALUZA & KIM M KALUZA REV LIVING 115 COLMAN CT
ST JOSEPH MN 56374
1309 PONDVIEW LANE
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
8C 84.53733.0183 UNITS #3 & 4 MARY L RENSLOW 123 COLMAN CT
ST JOSEPH MN 56374
123 COLEMAN CT
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
8D 84.53733.0157 LOT UNIT 5 MILL STREAM VILLAGE CIC NO 110 SECTION
10 TOWNSHIP 124 RANGE 029 BEVERLY J MUELLER 131 COLMAN CT
ST JOSEPH MN 56374
131 COLMAN ST
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
8E 84.53733.0158 LOT UNIT 6 MILL STREAM VILLAGE CIC NO 110 SECTION
10 TOWNSHIP 124 RANGE 029 MARY JO KOSZAREK 135 COLMAN CT
ST JOSEPH MN 56374
135 COLMAN CT
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
8F 84.53733.0159 LOT UNIT 7 & G MILL STREAM VILLAGE CIC NO 110
SECTION 10 TOWNSHIP 124 RANGE 029 GARY M OSBERG 141 COLMAN CT
ST JOSEPH MN 56374
141 COLMAN CT
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
8G 84.53733.0160 LOT UNIT 8 & G MILL STREAM VILLAGE CIC NO 110
SECTION 10 TOWNSHIP 124 RANGE 029 DIANE KLAVERKAMP 145 COLMAN CT
ST JOSEPH MN 56374
145 COLMAN CT
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
8H 84.53733.0161 LOT UNIT 9 & G MILL STREAM VILLAGE CIC NO 110
SECTION 10 TOWNSHIP 124 RANGE 029 VICKY M PETERSEN 144 COLMAN CT
ST JOSEPH MN 56374
144 COLMAN CT
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
8I 84.53733.0162 LOT UNIT 10 & MILL STREAM VILLAGE CIC NO 110
SECTION 10 TOWNSHIP 124 RANGE 029 GUSTAVO PENA-VELASCO REV TRUST 140 COLMAN CT
ST JOSEPH MN 56374
140 COLMAN CT
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
8J 84.53733.0178 LOT UNIT 12 MILL STREAM VILLAGE SECOND AMENDED
CIC NO 110 SECTION 10 TOWNSHIP 124 RANGE 029 RYAN HEMMESCH 130 COLMAN CT
ST JOSEPH MN 56374
25333 GABERDINE RD
SAINT AUGUSTA MN 56301 28.92 28.92 28.92 $1,063.68 $1,063.68
8K 84.53733.0179 LOT UNIT 13 MILL STREAM VILLAGE SECOND AMENDED
CIC NO 110 SECTION 10 TOWNSHIP 124 RANGE 029 PAMELA M ELLER REV TRUST 126 COLMAN CT
ST JOSEPH MN 56374
126 COLMAN CT
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
8L 84.53733.0180 LOT UNIT 14 MILL STREAM VILLAGE SECOND AMENDED
CIC NO 110 SECTION 10 TOWNSHIP 124 RANGE 029 SUZANNE MESNA 118 COLMAN CT
ST JOSEPH MN 56374
118 COLMAN CT
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
8M 84.53733.0181 LOT UNIT 15 MILL STREAM VILLAGE SECOND AMENDED
CIC NO 110 SECTION 10 TOWNSHIP 124 RANGE 029 REGINA BIRCHEM TRUST 114 COLMAN CT
ST JOSEPH MN 56374
114 COLMAN CT
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
8N 84.53733.0182 UNIT 16 MILL STREAM VILLAGE SECOND AMENDED CIC
NO 110 SECTION 10 TOWNSHIP 124 RANGE 029 MARY E ADAMS 110 COLMAN CT
ST JOSEPH MN 56374
110 COLMAN CT
SAINT JOSEPH MN 56374 28.92 28.92 28.92 $1,063.68 $1,063.68
9 84.53475.0502 LOT OUTLOT A COLLEGE 2ND ADDITION COLLEGE OF ST BENEDICT N/A 37 COLLEGE AVE S
ST JOSEPH MN 56374 402.50 402.50 402.50 $14,803.95 $14,803.95
TOTALS:747.90 2612.54 402.50 2612.54 3015.04 $110,893.17 $110,893.17
X:\PT\S\STJOE\188782\2-proj-mgmt\25-cost-est\Assessment\[SJ188782 PAW.xlsx]Rates
36' WIDE STREET OVERLAY
ADJUSTED FOOTAGE
PLATTED
ABUTTING FOOTAGE
TOTAL
ASSESSMENT
ITEM
NO.
PARCEL ID
NO.MAILING ADDRESSPROPERTY ADDRESSPROPERTY OWNERPROPERTY DESCRIPTION
Page 9 of 14
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES 12/12/2025
40' wide street overlay $43.69 /LF
2026 STREET IMPROVEMENTS - COUNTRY MANOR SENIOR LIVING CAMPUS, AND RIVERS BEND ISD 742
ST. JOSEPH, MINNESOTA
STJOE 188782
SPECIAL
ASSESSMENTS
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE 40' OVERLAY
1 84.53494.0215 LOT 001 BLK 001 RIVERS BEND ISD 742 PARCEL SECTION
22 TOWNSHIP 124 RANGE 029 INDEPENDENT SCHOOL DISTRICT #742 1300 JADE RD
ST CLOUD MN 56301
1201 2ND ST S
WAITE PARK MN 56387 2384.41 1384.55 1384.55 $60,490.99 $60,490.99
2 84.53300.0322
10.00A THAT PART OF NE4NW4 & OF NW4NE4 DAF BEG
SE COR NE4NW4 - S89D W 144.45' - N 486.29' - S83D E
1055.93' TO CL TWP RD - S08D W ON CL 364.67' TO S LN
CARMELA J MICK REV TRUST 28787 JADE RD
ST CLOUD MN 56301
28787 JADE RD
SAINT CLOUD MN 56301 364.65 98.89 98.89 $4,320.50 $4,320.50
3 84.53475.0819 LOT OUTLOT F COUNTRY MANOR SENIOR LIVING
CAMPUS SECTION 22 TOWNSHIP 124 RANGE 29 C & L EXCAVATING INC N/A PO BOX 99
ST JOSEPH MN 56374 759.43 759.43 759.43 $33,179.50 $33,179.50
4 84.53475.0820 LOT OUTLOT G COUNTRY MANOR SENIOR LIVING
CAMPUS SECTION 22 TOWNSHIP 124 RANGE 29 C & L EXCAVATING INC N/A PO BOX 99
ST JOSEPH MN 56374 505.40 505.40 505.40 $22,080.93 $22,080.93
TOTALS:2384.41 1629.48 1384.55 1363.72 2748.27 $120,071.92 $120,071.92
X:\PT\S\STJOE\188782\2-proj-mgmt\25-cost-est\Assessment\[SJ188782 PAW.xlsx]Rates
PLATTED
ABUTTING FOOTAGE
40' WIDE STREET OVERLAY
ADJUSTED FOOTAGE
TOTAL
ASSESSMENT
ITEM
NO.
PARCEL ID
NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS
Page 10 of 14
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES 12/12/2025
36'-38' wide reclaim & repave $74.00 /LF
2026 STREET IMPROVEMENTS - LIBERTY POINTE 2ND ADDITION
ST. JOSEPH, MINNESOTA
STJOE 188782
SPECIAL
ASSESSMENTS
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE 36'-38' RECLAIM
1 84.53550.0095 LOT 007 BLK 001 LIBERTY POINTE 2ND ADDITION
SECTION 11 TOWNSHIP 124 RANGE 029 LIBERTY POINTE HOMEOWNERS ASSOCIATION N/A PO BOX 5122
SAINT CLOUD MN 56302 544.32 0.00 $0.00 $0.00
1A 84.53550.0019 LOT 020 BLK 001 LIBERTY POINTE SECTION 11
TOWNSHIP 124 RANGE 029 CATHERINE L BROCKWAY 1605 DALE ST E
ST JOSEPH MN 56374
1605 DALE ST E
ST JOSEPH MN 56374 77.76 84.21 84.21 $6,231.26 $6,231.26
1B 84.53550.0020 LOT 021 BLK 001 LIBERTY POINTE SECTION 11
TOWNSHIP 124 RANGE 029 RAYMOND J BECHTOLD 1609 DALE ST E
ST JOSEPH MN 56374
1609 DALE ST
SAINT JOSEPH MN 56374 77.76 84.21 84.21 $6,231.26 $6,231.26
1C 84.53550.0021 LOT 022 BLK 001 LIBERTY POINTE SECTION 11
TOWNSHIP 124 RANGE 029 STEVEN & NANCY FANGMEIER TRUST 1615 DALE ST E
ST JOSEPH MN 56374
17248 PLEASANT LN
BRAINERD MN 56401 77.76 84.21 84.21 $6,231.26 $6,231.26
1D 84.53550.0022 LOT 023 BLK 001 LIBERTY POINTE SECTION 11
TOWNSHIP 124 RANGE 029 CHERYL L PLOOF 1619 DALE ST E
ST JOSEPH MN 56374
1619 DALE ST
SAINT JOSEPH MN 56374 77.76 84.21 84.21 $6,231.26 $6,231.26
1E 84.53550.0089 LOT 001 BLK 001 LIBERTY POINTE 2ND ADDITION
SECTION 11 TOWNSHIP 124 RANGE 029 CURTIS & TRACY A OPHOVEN 1703 DALE ST E
ST JOSEPH MN 56374
1308 DALE ST
ST JOSEPH MN 56374 77.76 84.21 84.21 $6,231.26 $6,231.26
1F 84.53550.0090 LOT 002 BLK 001 LIBERTY POINTE 2ND ADDITION
SECTION 11 TOWNSHIP 124 RANGE 029 KELLI F NADEAU 1707 DALE ST E
ST JOSEPH MN 56374
1707 DALE ST E
SAINT JOSEPH MN 56374 77.76 84.21 84.21 $6,231.26 $6,231.26
1G 84.53550.0091 LOT 003 BLK 001 LIBERTY POINTE 2ND ADDITION
SECTION 11 TOWNSHIP 124 RANGE 029 VERA M POGATCHNIK 353 JEFFERSON LN
ST JOSEPH MN 56374
353 JEFFERSON LN
ST JOSEPH MN 56374 77.76 84.21 84.21 $6,231.26 $6,231.26
2 84.53550.0107 LOT 005 BLK 003 LIBERTY POINTE 2ND ADDITION
SECTION 11 TOWNSHIP 124 RANGE 028 LIBERTY POINTE HOMEOWNERS ASSOCIATION N/A PO BOX 5122
SAINT CLOUD MN 56302 550.36 0.00 $0.00 $0.00
2A 84.53550.0106 LOT 004 BLK 003 LIBERTY POINTE 2ND ADDITION
SECTION 11 TOWNSHIP 124 RANGE 028 ROSE M HULS 1708 DALE ST E
ST JOSEPH MN 56374
1708 DALE ST
SAINT JOSEPH MN 56374 91.73 84.21 84.21 $6,231.26 $6,231.26
2B 84.53550.0105 LOT 003 BLK 003 LIBERTY POINTE 2ND ADDITION
SECTION 11 TOWNSHIP 124 RANGE 028 ANN LANG 1704 DALE ST E
ST JOSEPH MN 56374
1704 DALE ST
SAINT JOSEPH MN 56374 91.73 84.21 84.21 $6,231.26 $6,231.26
2C 84.53550.0082 LOT 004 BLK 004 LIBERTY POINTE SECTION 11
TOWNSHIP 124 RANGE 029 TARA DARNALL 1620 DALE ST E
ST JOSEPH MN 56374
1620 DALE ST
SAINT JOSEPH MN 56374 91.73 84.21 84.21 $6,231.26 $6,231.26
2D 84.53550.0081
LOT 003 BLK 004 LIBERTY POINTE SECTION 11
TOWNSHIP 124 RANGE 029
DENNIS P LOECKEN & CONNIE L LOECKEN REV 1616 DALE ST E
ST JOSEPH MN 56374
1616 DALE ST
SAINT JOSEPH MN 56374 91.73 84.21 84.21 $6,231.26 $6,231.26
2E 84.53550.0104 LOT 002 BLK 003 LIBERTY POINTE 2ND ADDITION
SECTION 11 TOWNSHIP 124 RANGE 028 ELIANE JO GISLER TRUST 1610 DALE ST E
ST JOSEPH MN 56374
1610 DALE ST
SAINT JOSEPH MN 56374 91.73 84.21 84.21 $6,231.26 $6,231.26
2F 84.53550.0103 LOT 001 BLK 003 LIBERTY POINTE 2ND ADDITION
SECTION 11 TOWNSHIP 124 RANGE 028 PAUL E & PATRICIA A GANNON 1606 DALE ST E
ST JOSEPH MN 56374
1606 DALE ST
ST JOSEPH MN 56374 91.73 84.21 84.21 $6,231.26 $6,231.26
TOTALS:2189.36 0.00 1094.68 0.00 1094.68 $81,006.32 $81,006.32
X:\PT\S\STJOE\188782\2-proj-mgmt\25-cost-est\Assessment\[SJ188782 PAW.xlsx]Rates
PLATTED
ABUTTING FOOTAGE
36'-38' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
TOTAL
ASSESSMENT
ITEM
NO.
PARCEL ID
NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS
Page 11 of 14
PRELIMINARY SPECIAL ASSESSMENT RATES
32' wide street overlay 27.86 /LF
36'-38' wide reclaim & repave 74.00 /LF 12/12/2025
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET 32'-34' wide reclaim & repave 27.25 /LF
2026 STREET IMPROVEMENTS - MORNINGSIDE ACRES 2ND ADDITION, SUNRISE COTTAGES CONDO CIC #81, WALZS HILLTOP ACRES, REISHCLS HILLSIDE ESTATES, AND FOXMORE HOLLOW
ST. JOSEPH, MINNESOTA
STJOE 188782
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE 32' OVERLAY 36' RECLAIM & REPAVE
32'-34' RECLAIM &
REPAVE
1 84.53733.0301 LOT 002 BLK 001 MORNINGSIDE ACRES SECTION 15
TOWNSHIP 124 RANGE 029 THOMAS W & JANE L LOWELL 101 IVERSON ST W
ST JOSEPH MN 56374
PO BOX 554
ST JOSEPH MN 56374 165.65 0.00 165.65 165.65 0.00 $12,258.10 $12,258.10
2 84.53733.0327 LOT 018 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 JOHN P & CHERYLE A CUNNINGHAM 801 MORNINGSIDE LOOP
ST JOSEPH MN 56374
801 MORNINGSIDE LOOP
ST JOSEPH MN 56374 123.44 94.50 0.00 61.72 61.72 94.50 94.50 $4,567.28 $2,575.13 $7,142.41
3 84.53733.0326 LOT 017 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 ANDREW B SCOTT 803 MORNINGSIDE LOOP
ST JOSEPH MN 56374
803 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 89.08 0.00 0.00 89.08 89.08 $2,427.43 $2,427.43
4 84.53733.0325 LOT 016 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 MARK ROSTEN 805 MORNINGSIDE LOOP
ST JOSEPH MN 56374
805 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 107.13 0.00 0.00 107.13 107.13 $2,919.29 $2,919.29
5 84.53733.0324 LOT 015 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 MARK A SWENSON 807 MORNINGSIDE LOOP
ST JOSEPH MN 56374
807 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 97.89 0.00 0.00 97.89 97.89 $2,667.50 $2,667.50
6 84.53733.0323 LOT 014 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 RANDALL K LARSON 809 MORNINGSIDE LOOP
ST JOSEPH MN 56374
809 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 93.87 0.00 0.00 93.87 93.87 $2,557.96 $2,557.96
7 84.53733.0322 LOT 013 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 ETHAN M THOEMKE 811 MORNINGSIDE LOOP
ST JOSEPH MN 56374
811 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 78.79 0.00 0.00 78.79 78.79 $2,147.03 $2,147.03
8 84.53733.0321 LOT 012 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 KEITH TORBORG 813 MORNINGSIDE LOOP
ST JOSEPH MN 56374
813 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 75.50 0.00 0.00 75.50 75.50 $2,057.38 $2,057.38
9 84.53733.0320 LOT 011 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 MARK HARDING 815 MORNINGSIDE LOOP
ST JOSEPH MN 56374
815 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 76.20 0.00 0.00 76.20 76.20 $2,076.45 $2,076.45
10 84.53733.0319 LOT 010 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 MAXWELL A BRUNCKHORST 817 MORNINGSIDE LOOP
ST JOSEPH MN 56374
817 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 91.47 0.00 0.00 91.47 91.47 $2,492.56 $2,492.56
11 84.53733.0318 LOT 009 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 SEAN TERRES 819 MORNINGSIDE LOOP
ST JOSEPH MN 56374
819 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 123.52 0.00 0.00 123.52 123.52 $3,365.92 $3,365.92
12 84.53733.0317 LOT 008 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 NICHOLAS BLONIGEN 821 MORNINGSIDE LOOP
ST JOSEPH MN 56374
821 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 137.46 0.00 0.00 137.46 137.46 $3,745.79 $3,745.79
13 84.53733.0316 LOT 007 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 STEPHANIE RAMLAKHAN 823 MORNINGSIDE LOOP
ST JOSEPH MN 56374
823 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 127.71 0.00 0.00 127.71 127.71 $3,480.10 $3,480.10
14 84.53733.0315 LOT 006 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 FRANCISCO J MIXTECO-RAMIREZ 825 MORNINGSIDE LOOP
ST JOSEPH MN 56374
825 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 85.45 0.00 0.00 85.45 85.45 $2,328.51 $2,328.51
15 84.53733.0314 LOT 005 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 TRAVIS S DINGMANN 827 MORNINGSIDE LOOP
ST JOSEPH MN 56374
827 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 85.48 0.00 0.00 85.48 85.48 $2,329.33 $2,329.33
16 84.53733.0313 LOT 004 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 CASEY D & YOKE F MAXWELL 201 IVERSON ST W
ST JOSEPH MN 56374
201 IVERSON ST W
ST JOSEPH MN 56374 117.45 85.78 0.00 85.78 85.78 58.73 58.73 $6,347.72 $1,600.26 $7,947.98
17 84.53733.0328 LOT 001 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 BENJAMIN H HALBERT 828 MORNINGSIDE LOOP
ST JOSEPH MN 56374
828 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 159.48 88.47 0.00 79.74 79.74 88.47 88.47 $5,900.76 $2,410.81 $8,311.57
18 84.53733.0339 LOT 012 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 CORY BEMBOOM 117 IVERSON ST W
ST JOSEPH MN 56374
117 IVERSON ST W
SAINT JOSEPH MN 56374 81.59 0.00 81.59 81.59 0.00 $6,037.66 $6,037.66
19 84.53733.0338 LOT 011 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 JOSEPH ORCUTT 113 IVERSON ST W
ST JOSEPH MN 56374
113 IVERSON ST W
SAINT JOSEPH MN 56374 81.43 0.00 81.43 81.43 0.00 $6,025.82 $6,025.82
20 84.53733.0337 LOT 010 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 JONATHAN L RITTER 802 MORNINGSIDE LOOP
ST JOSEPH MN 56374
802 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 181.71 80.00 0.00 90.86 90.86 80.00 80.00 $6,723.27 $2,180.00 $8,903.27
21 84.53733.0336 LOT 009 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 LOGAN STEPAN 804 MORNINGSIDE LOOP
ST JOSEPH MN 56374
804 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 73.45 0.00 0.00 73.45 73.45 $2,001.51 $2,001.51
22 84.53733.0335 LOT 008 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 COURTNEY HASBROOK 806 MORNINGSIDE LOOP
ST JOSEPH MN 56374
806 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 139.72 0.00 0.00 139.72 139.72 $3,807.37 $3,807.37
23 84.53733.0334 LOT 007 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 JOSEPH J RAUSCH 812 MORNINGSIDE LOOP
ST JOSEPH MN 56374
812 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 86.88 0.00 0.00 86.88 86.88 $2,367.48 $2,367.48
24 84.53733.0333 LOT 006 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 ROBERT KACHELSKI 814 MORNINGSIDE LOOP
ST JOSEPH MN 56374
814 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 75.00 0.00 0.00 75.00 75.00 $2,043.75 $2,043.75
25 84.53733.0332 LOT 005 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 DWAYNE J BERGSNEV 816 MORNINGSIDE LOOP
ST JOSEPH MN 56374
816 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 75.22 0.00 0.00 75.22 75.22 $2,049.75 $2,049.75
26 84.53733.0331 LOT 004 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 LEONARD E VOSSEN 820 MORNINGSIDE LOOP
ST JOSEPH MN 56374
820 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 154.00 91.20 0.00 0.00 77.00 91.20 168.20 $4,583.45 $4,583.45
27 84.53733.0330 LOT 003 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 SCOTT M HEINEN 824 MORNINGSIDE LOOP
ST JOSEPH MN 56374
824 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 75.00 0.00 0.00 75.00 75.00 $2,043.75 $2,043.75
28 84.53733.0329 LOT 002 BLK 002 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 BLAKE THEISEN 826 MORNINGSIDE LOOP
ST JOSEPH MN 56374
826 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 75.00 0.00 0.00 75.00 75.00 $2,043.75 $2,043.75
29 84.53733.0312 LOT 003 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 SARAH GIBBISON 205 IVERSON ST W
ST JOSEPH MN 56374
205 IVERSON ST W
SAINT JOSEPH MN 56374 84.50 0.00 84.50 84.50 0.00 $6,253.00 $6,253.00
30 84.53733.0311 LOT 002 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 NICHOLAS J ZIEGLMEIER 209 IVERSON ST W
ST JOSEPH MN 56374
209 IVERSON ST W
SAINT JOSEPH MN 56374 89.25 0.00 89.25 89.25 0.00 $6,604.50 $6,604.50
31 84.53733.0310 LOT 001 BLK 001 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 MARC A & KARA L CASSEN 213 IVERSON ST W
ST JOSEPH MN 56374
213 IVERSON ST W
ST JOSEPH MN 56374 126.00 90.00 0.00 63.00 90.00 153.00 0.00 $11,322.00 $11,322.00
32 84.53793.0216 LOTS 18 AND 19 BLK 1 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 JOYCE A EIYNCK 822 3RD AVE SW
ST JOSEPH MN 56374
822 3RD AVE SW
SAINT JOSEPH MN 56374 160.00 0.00 0.00 160.00 160.00 $4,360.00 $4,360.00
33 84.53793.0215 LOT 017 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 TODD W & BRENDA J CORROW 818 3RD AVE SW
ST JOSEPH MN 56374
818 3RD AVE SW
ST JOSEPH MN 56374 80.00 0.00 0.00 80.00 80.00 $2,180.00 $2,180.00
34 84.53793.0214 LOT 016 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 ROBERT A & DEBRA K GRISE 814 3RD AVE SW
ST JOSEPH MN 56374
814 3RD AVE SW
ST JOSEPH MN 56374 130.00 130.00 130.00 $3,542.50 $3,542.50
35 84.53793.0213 LOT 015 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 JOHN R & ILENE E SCHROEDER 810 3RD AVE SW
ST JOSEPH MN 56374
806 3RD AVE SW
ST JOSEPH MN 56374 100.00 0.00 0.00 100.00 100.00 $2,725.00 $2,725.00
36 84.53793.0212 LOT 014 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 JOHN R & ILENE E SCHROEDER 806 3RD AVE SW
ST JOSEPH MN 56374
806 3RD AVE SW
ST JOSEPH MN 56374 103.08 0.00 0.00 103.08 103.08 $2,808.93 $2,808.93
37 84.53433.0068 .69A W 150' OF N 200' OF SW4 OLD # 31.20858.000
SECTION 15 TOWNSHIP 124 RANGE 029 NORTHERN NATURAL GAS CO 236 HILL ST W
ST JOSEPH MN 56374
PO BOX 3330
OMAHA NE 68103 199.64 149.90 0.00 0.00 99.82 149.90 249.72 $6,804.87 $6,804.87
38 84.53793.0211 LOT 013 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 JAKE GOODELL 230 HILL ST W
ST JOSEPH MN 56374
230 HILL ST W
SAINT JOSEPH MN 56374 80.00 0.00 0.00 80.00 80.00 $2,180.00 $2,180.00
39 84.53793.0210 LOT 012 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 TERRY L SPRAGUE 224 HILL ST W
ST JOSEPH MN 56374
224 HILL ST W
SAINT JOSEPH MN 56374 80.00 0.00 0.00 80.00 80.00 $2,180.00 $2,180.00
40 84.53793.0209
LOT 011 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029
WILLIAM D & MARILYN L RUHR 218 HILL ST W
ST JOSEPH MN 56374
218 HILL ST W
ST JOSEPH MN 56374 80.00
0.00 0.00 80.00 80.00 $2,180.00 $2,180.00
41 84.53793.0208 LOT 010 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 WILLIAM D & MARILYN L RUHR 212 HILL ST W
ST JOSEPH MN 56374
218 HILL ST W
ST JOSEPH MN 56374 80.00 0.00 0.00 80.00 80.00 $2,180.00 $2,180.00
42 84.53793.0207 LOTS 8 & 9 BLK 1 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 DEBRA A VIEHAUSER 206 HILL ST W
ST JOSEPH MN 56374
206 HILL ST W
ST JOSEPH MN 56374 160.00 0.00 0.00 160.00 160.00 $4,360.00 $4,360.00
43 84.53793.0205 LOT 007 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 ROBERT S & ANNA T REISCHL 200 HILL ST W
ST JOSEPH MN 56374
200 HILL ST W
ST JOSEPH MN 56374 80.00 0.00 0.00 80.00 80.00 $2,180.00 $2,180.00
44 84.53793.0204 LOT 006 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 ROBERT S & ANNA T REISCHL 116 HILL ST W
ST JOSEPH MN 56374
200 HILL ST W
ST JOSEPH MN 56374 80.00 0.00 0.00 80.00 80.00 $2,180.00 $2,180.00
45 84.53793.0203 LOTS 4 & 5 BLK 1 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 GERARDO URBANO 110 HILL ST W
ST JOSEPH MN 56374
110 HILL ST W
SAINT JOSEPH MN 56374 160.00 0.00 0.00 160.00 160.00 $4,360.00 $4,360.00
46 84.53793.0202 LOT 003 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 THOMAS F HOMAN 104 HILL ST W
ST JOSEPH MN 56374
104 HILL ST W
ST JOSEPH MN 56374 80.00 0.00 0.00 80.00 80.00 $2,180.00 $2,180.00
47 84.53793.0201 LOT 002 BLK 001 REISCHEL'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 THOMAS F HOMAN 100 HILL ST W
ST JOSEPH MN 56374
104 HILL ST W
ST JOSEPH MN 56374 80.00 0.00 0.00 80.00 80.00 $2,180.00 $2,180.00
48 84.53793.0200 LOT 001 BLK 001 REISHELS'S HILLSIDE ESTATES
SECTION 15 TOWNSHIP 124 RANGE 029 THOMAS W BRETH & JOAN B BRETH REV TRUST 809 COLLEGE AVE S
ST JOSEPH MN 56374
809 COLLEGE AVE S
SAINT JOSEPH MN 56374 135.29 0.00 0.00 135.29 135.29 $3,686.65 $3,686.65
49 84.53532.0531 LOT 019 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 LEE J TORBORG REV TRUST 714 1ST AVE SW
ST JOSEPH MN 56374
3451 PLUM CREEK DR
SAINT CLOUD MN 56301 477.96 216.17 238.98 238.98 0.00 216.17 216.17 $6,657.98 $5,890.63 $12,548.62
50 84.53532.0530 LOT 018 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 NICHOLAS W ANDRINGA 710 1ST AVE SW
ST JOSEPH MN 56374
710 1ST AVE SW
SAINT JOSEPH MN 56374 92.66 92.66 92.66 0.00 0.00 $2,581.51 $2,581.51
51 84.53532.0529 LOT 017 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 DANIEL VADNER 708 1ST AVE SW
ST JOSEPH MN 56374
708 1ST AVE SW
SAINT JOSEPH MN 56374 92.00 92.00 92.00 0.00 0.00 $2,563.12 $2,563.12
52 84.53532.0528 LOT 016 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 JOAN L STRUZYK 706 1ST AVE SW
ST JOSEPH MN 56374
706 1ST AVE SW
SAINT JOSEPH MN 56374 92.00 92.00 92.00 0.00 0.00 $2,563.12 $2,563.12
53 84.53532.0527 LOT 015 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 MALINDA POPP 704 1ST AVE SW
ST JOSEPH MN 56374
704 1ST AVE SW
SAINT JOSEPH MN 56374 92.00 92.00 92.00 0.00 0.00 $2,563.12 $2,563.12
54 84.53532.0526 LOT 014 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 JASON P MOHS 702 1ST AVE SW
ST JOSEPH MN 56374
702 1ST AVE SW
ST JOSEPH MN 56374 100.36 100.36 100.36 0.00 0.00 $2,796.03 $2,796.03
55 84.53532.0525 LOT 013 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 CHRISTEN STROLLO GORDON 700 1ST AVE SW
ST JOSEPH MN 56374
700 1ST AVE SW
SAINT JOSEPH MN 56374 97.13 97.13 97.13 0.00 0.00 $2,706.04 $2,706.04
56 84.53532.0524
LOT 12 BLK 2 LESS PART COM NW COR LOT 12-N89D E
ALG N LN 28.58' & POB-S1D E ALG ELY LN LOT 12 23.24'
TO S LN LOT 1 BLK 1 ST JOSEPH CEMETERY-S88D W ALG
S LN 8.37' TO SW COR LOT 1-N1D W ALG W LN LOT 1
23.25' TO N LN LOT 12-N89D E ALG N LN 8.25' TO POB
FOXMORE HOLLOW SECTION 15 TOWNSHIP 124 RANGE
029
MEADOW VIEW LLC 101 FOXMORE WAY
ST JOSEPH MN 56374
26500 COUNTY ROAD 2
SAINT CLOUD MN 56301
101.34 101.34
101.34 0.00 0.00 $2,823.33 $2,823.33
57 84.53532.0523 LOT 011 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 JEFFREY PLATZ 103 FOXMORE WAY
ST JOSEPH MN 56374
103 FOXMORE WAY
ST JOSEPH MN 56374 88.50 88.50 88.50 0.00 0.00 $2,465.61 $2,465.61
58 84.53532.0533 LOTS 9 & 10 BLOCK 2 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 JEFFERY BOECKER 107 FOXMORE WAY
ST JOSEPH MN 56374
107 FOXMORE WAY
SAINT JOSEPH MN 56374 183.69 183.69 183.69 0.00 0.00 $5,117.60 $5,117.60
59 84.53532.0520 LOT 008 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 ANDREA J MCCURDY 701 2ND AVE SW
ST JOSEPH MN 56374
701 2ND AVE SW
SAINT JOSEPH MN 56374 97.22 97.22 97.22 0.00 0.00 $2,708.55 $2,708.55
60 84.53532.0519 LOT 007 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 JEFFREY LAMPERT 703 2ND AVE SW
ST JOSEPH MN 56374
703 2ND AVE SW
SAINT JOSEPH MN 56374 90.36 90.36 90.36 0.00 0.00 $2,517.43 $2,517.43
61 84.53532.0518 LOT 006 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 MICHAEL S OSTERMAN 705 2ND AVE SW
ST JOSEPH MN 56374
705 2ND AVE SW
SAINT JOSEPH MN 56374 91.70 91.70 91.70 0.00 0.00 $2,554.76 $2,554.76
MAILING ADDRESS
ITEM
NO.
PARCEL ID
NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS
PLATTED
ABUTTING FOOTAGE
32'-34' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
TOTAL
ASSESSMENT
32' WIDE STREET OVERLAY
ADJUSTED FOOTAGE SPECIAL ASSESSMENTS
36-38' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
Page 12 of 14
PRELIMINARY SPECIAL ASSESSMENT RATES
32' wide street overlay 27.86 /LF
36'-38' wide reclaim & repave 74.00 /LF 12/12/2025
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET 32'-34' wide reclaim & repave 27.25 /LF
2026 STREET IMPROVEMENTS - MORNINGSIDE ACRES 2ND ADDITION, SUNRISE COTTAGES CONDO CIC #81, WALZS HILLTOP ACRES, REISHCLS HILLSIDE ESTATES, AND FOXMORE HOLLOW
ST. JOSEPH, MINNESOTA
STJOE 188782
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE 32' OVERLAY 36' RECLAIM & REPAVE
32'-34' RECLAIM &
REPAVEMAILING ADDRESS
ITEM
NO.
PARCEL ID
NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS
PLATTED
ABUTTING FOOTAGE
32'-34' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
TOTAL
ASSESSMENT
32' WIDE STREET OVERLAY
ADJUSTED FOOTAGE SPECIAL ASSESSMENTS
36-38' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
62 84.53532.0517 LOT 005 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 JENNIFER M EIYNCK 707 2ND AVE SW
ST JOSEPH MN 56374
707 2ND AVE SW
SAINT JOSEPH MN 56374 91.70 91.70 91.70 0.00 0.00 $2,554.76 $2,554.76
63 84.53532.0516 LOT 004 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 ROGER U & JEANETTE A BUSCH 709 2ND AVE SW
ST JOSEPH MN 56374
709 2ND AVE SW
ST JOSEPH MN 56374 91.70 91.70 91.70 0.00 0.00 $2,554.76 $2,554.76
64 84.53532.0515 LOT 003 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029
ROSANNE C SCHOEMEHL & GEORGE A WALLNER
J
711 2ND AVE SW
ST JOSEPH MN 56374
711 2ND AVE SW
SAINT JOSEPH MN 56374 91.70 0.00 0.00 91.70 91.70 $2,498.83 $2,498.83
65 84.53532.0514 LOT 002 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 STEVEN R VOGT 713 2ND AVE SW
ST JOSEPH MN 56374
713 2ND AVE SW
ST JOSEPH MN 56374 91.70 0.00 0.00 91.70 91.70 $2,498.83 $2,498.83
66 84.53532.0513 LOT 001 BLK 002 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 RYAN KREMERS 715 2ND AVE SW
ST JOSEPH MN 56374
715 2ND AVE SW
SAINT JOSEPH MN 56374 120.00 90.88 0.00 0.00 60.00 90.88 150.88 $4,111.48 $4,111.48
67 84.53532.0505
LOT 6 & P/O LOT 7 BLK 1 LYING WLY OF FDL:COM NE
COR LT 6 BLK 1-N88D E ALG N LN 13' TO POB- S1D E
105.06' TO S LN BLK 1 & TERM FOXMORE HOLLOW
SECTION 15 TOWNSHIP 124 RANGE 029
SHERRI HODGE 714 2ND AVE SW
ST JOSEPH MN 56374
PO BOX 548
SAINT JOSEPH MN 56374
127.78 105.50
0.00 0.00 127.78 105.50 233.28 $6,356.88 $6,356.88
68 84.53532.0506
P/O LOT 7 BLK 1 WHICH LIES ELY OF FDL:COM NE COR LT
6 BLK 1- N88D E ALG N LN 13' TO POB-S1D E 105.06' TO S
LN BLK 1 & TERM FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029
PHILIP PRAMANN 201 HILL ST W
ST JOSEPH MN 56374
201 HILL ST W
SAINT JOSEPH MN 56374 136.87 105.06 68.44
68.44 0.00 105.06 105.06 $1,906.60 $2,862.89 $4,769.48
69 84.53532.0507 LOT 008 BLK 001 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 GERALD J FRIELER 713 1ST AVE SW
ST JOSEPH MN 56374
713 1ST AVE SW
SAINT JOSEPH MN 56374 95.46 95.46 95.46 0.00 0.00 $2,659.52 $2,659.52
70 84.53532.0508 LOT 009 BLK 001 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 KENT ASHEIM 711 1ST AVE SW
ST JOSEPH MN 56374
711 1ST AVE SW
SAINT JOSEPH MN 56374 92.03 92.03 92.03 0.00 0.00 $2,563.96 $2,563.96
71 84.53532.0509 LOT 010 BLK 001 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 JUDITH M ANDERSON 709 1ST AVE SW
ST JOSEPH MN 56374
709 1ST AVE SW
SAINT JOSEPH MN 56374 92.00 92.00 92.00 0.00 0.00 $2,563.12 $2,563.12
72 84.53532.0510 LOT 011 BLK 001 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 THOMAS KREMER 707 1ST AVE SW
ST JOSEPH MN 56374
707 1ST AVE SW
SAINT JOSEPH MN 56374 91.00 91.00 91.00 0.00 0.00 $2,535.26 $2,535.26
73 84.53532.0511 LOT 012 BLK 001 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 BRANDON L KRUSE 703 1ST AVE SW
ST JOSEPH MN 56374
703 1ST AVE SW
SAINT JOSEPH MN 56374 116.13 96.27 96.27 96.27 0.00 0.00 $2,682.08 $2,682.08
74 84.53532.0512 LOT 013 BLK 001 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 MARK BOWEN 104 FOXMORE WAY
ST JOSEPH MN 56374
104 FOXMORE WAY
SAINT JOSEPH MN 56374 79.35 79.35 79.35 0.00 0.00 $2,210.69 $2,210.69
75 84.53532.0500 LOT 001 BLK 001 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 SHANE OHARA 704 2ND AVE SW
ST JOSEPH MN 56374
704 2ND AVE SW
SAINT JOSEPH MN 56374 113.70 97.42 56.85 97.42 154.27 0.00 0.00 $4,297.96 $4,297.96
76 84.53532.0501 LOT 002 BLK 001 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 JULIE JORDAN 706 2ND AVE SW
ST JOSEPH MN 56374
P O BOX 486
ST JOSEPH MN 56374 91.00 91.00 91.00 0.00 0.00 $2,535.26 $2,535.26
77 84.53532.0502 LOT 003 BLK 001 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 PAUL K & PATRICIA A MCINTYRE 708 2ND AVE SW
ST JOSEPH MN 56374
708 2ND AVE SW
ST JOSEPH MN 56374 92.00 92.00 92.00 0.00 0.00 $2,563.12 $2,563.12
78 84.53532.0503 LOT 004 BLK 001 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 JENNIFER L CHIRHART 710 2ND AVE SW
ST JOSEPH MN 56374
710 2ND AVE SW
SAINT JOSEPH MN 56374 92.00 0.00 0.00 92.00 92.00 $2,507.00 $2,507.00
79 84.53532.0504 LOT 005 BLK 001 FOXMORE HOLLOW SECTION 15
TOWNSHIP 124 RANGE 029 FELICIANO SALGADO JR 712 2ND AVE SW
ST JOSEPH MN 56374
712 2ND AVE SW
SAINT JOSEPH MN 56374 93.34 0.00 0.00 93.34 93.34 $2,543.52 $2,543.52
80 84.53470.0086 LOT 001 BLK 002 BENEDICT SISTERS OF THE ORDER OF ST BEN 211 HILL ST W
SAINT JOSEPH MN 56374
104 CHAPEL LN
ST JOSEPH MN 56374 267.93 0.00 0.00 267.93 267.93 $7,301.09 $7,301.09
81 84.53945.0049
LOT 2 BLK 1 & P/O LOT 5 BLK 1 WALZ'SHILLTOP ACRES
LYING ELY OF FDL:COM NW COR LOT 1 BLK 1
WALZ'SHILLTOP ACRES PLT 2-S89D E ALG N LN LOT 1
120' TO NE COR LOT 1 & POB-NE 15.65' TO N LN LOT 5 &
TERM WALZ'S HILLTOP ACRES, WALZ'S HILLTOP ACRES
PLAT 2 SECTION 16 TOWNSHIP 124 RANGE 029
RICHARD J & AUDREY J SCHROEDER 801 3RD AVE SW
ST JOSEPH MN 56374
801 3RD AVE SW
ST JOSEPH MN 56374
264.43 208.71
0.00 0.00 132.22 208.71 340.93 $9,290.21 $9,290.21
82 84.53945.0048
LOT 1 BLK 1 & P/O LOT 5 BLK 1 WALZ'S HILLTOP ACRES
DAF:BEG NW COR LOT 1 BLK 1-S89D E ALG N LN 120' TO
NE COR LOT 1-NE 15.65' TO N LN LOT 5-S89D W ALG N LN
120.01' TO NLY EXT OF W LN LOT 1-SW ALG NLY EXT
13.89' TO POB WALZ'S HILLTOP ACRES, WALZ'S HILLTOP
ACRES PLAT 2 SECTION 16 TOWNSHIP 124 RANGE 029
CRAIG D ETHEN TRUST 301 HILL ST W
ST JOSEPH MN 56374
301 HILL ST W
SAINT JOSEPH MN 56374
120.00
0.00 0.00 120.00 120.00 $3,270.00 $3,270.00
83 84.53945.0047
LOT 5 BLK 1 LESS ALL THAT PART LYING ELY OF FDL:BEG
NW COR LOT 1 BLK 1 WALZ'SHILLTOP ACRES PLAT 2-NW
ALG NLY EST OF N LN LOT 1 BLK 1 13.89' TO N LN LOT 5
BLK 1 & TERM WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029
JEREMY HENRIKSON 401 HILL ST W
ST JOSEPH MN 56374
401 HILL ST W
SAINT JOSEPH MN 56374
148.00
0.00 0.00 148.00 148.00 $4,033.00 $4,033.00
84 84.53945.0007 LOT 004 BLK 001 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 RANDALL C & DEBORAH BUNNELL 601 HILL ST W
ST JOSEPH MN 56374
601 HILL ST W
ST JOSEPH MN 56374 200.00 0.00 0.00 200.00 200.00 $5,450.00 $5,450.00
85 84.53945.0006 LOT 003 BLK 001 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 BRIAN A & LINDA M JOHNSON 605 HILL ST W
ST JOSEPH MN 56374
605 HILL ST W
ST JOSEPH MN 56374 200.00 0.00 0.00 200.00 200.00 $5,450.00 $5,450.00
86 84.53945.0005 LOT 002 BLK 001 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 ELIZABETH SCHLOEMER 701 HILL ST W
ST JOSEPH MN 56374
701 HILL ST W
SAINT JOSEPH MN 56374 190.00 0.00 0.00 190.00 190.00 $5,177.50 $5,177.50
87 84.53945.0004 LOT 001 BLK 001 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 DUANE & LAURA GREGORY 705 HILL ST W
ST JOSEPH MN 56374
705 HILL ST W
ST JOSEPH MN 56374 191.75 0.00 0.00 191.75 191.75 $5,225.19 $5,225.19
88 84.53945.0009
AND E 18' OF NW4SE4 LYING ADJ TO SAID LOT OLD #
31.21407.005 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029
ALEX GREENE 708 HILL ST W
ST JOSEPH MN 56374
708 HILL ST W
SAINT JOSEPH MN 56374 132.93
0.00 0.00 132.93 132.93 $3,622.34 $3,622.34
89 84.53945.0010 LOT 002 BLK 002 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 CHARLES S & REBECCA NEESER 704 HILL ST W
ST JOSEPH MN 56374
704 HILL ST W
ST JOSEPH MN 56374 108.00 0.00 0.00 108.00 108.00 $2,943.00 $2,943.00
90 84.53945.0011 LOT 003 BLK 002 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 THOMAS F & BARBARA A NIELAND 700 HILL ST W
ST JOSEPH MN 56374
700 HILL ST W
ST JOSEPH MN 56374 108.00 0.00 0.00 108.00 108.00 $2,943.00 $2,943.00
91 84.53945.0012 LOT 004 BLK 002 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 BRANDON FOWLER 612 HILL ST W
ST JOSEPH MN 56374
612 HILL ST W
SAINT JOSEPH MN 56374 108.00 0.00 0.00 108.00 108.00 $2,943.00 $2,943.00
92 84.53945.0013 LOT 005 BLK 002 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 ANDREW B & MARY A SCHREIFELS 608 HILL ST W
ST JOSEPH MN 56374
608 HILL ST W
ST JOSEPH MN 56374 108.00 0.00 0.00 108.00 108.00 $2,943.00 $2,943.00
93 84.53945.0014 LOT 006 BLK 002 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 DEVYN T MARGL 604 HILL ST W
ST JOSEPH MN 56374
604 HILL ST W
SAINT JOSEPH MN 56374 108.00 0.00 0.00 108.00 108.00 $2,943.00 $2,943.00
94 84.53945.0015 LOT 007 BLK 002 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 DANIEL J & LORI D FELIX 600 HILL ST W
ST JOSEPH MN 56374
600 HILL ST W
ST JOSEPH MN 56374 108.00 0.00 0.00 108.00 108.00 $2,943.00 $2,943.00
95 84.53945.0016 LOT 008 BLK 002 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 MARK G & BETH L LEITHER 504 HILL ST W
ST JOSEPH MN 56374
504 HILL ST W
ST JOSEPH MN 56374 108.00 0.00 0.00 108.00 108.00 $2,943.00 $2,943.00
96 84.53945.0017 LOT 009 BLK 002 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 ROY J SCHLEPER 400 HILL ST W
ST JOSEPH MN 56374
400 HILL ST W
ST JOSEPH MN 56374 108.00 0.00 0.00 108.00 108.00 $2,943.00 $2,943.00
97 84.53945.0018 LOT 010 BLK 002 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 GARRET OKERSTOM 300 HILL ST W
ST JOSEPH MN 56374
300 HILL ST W
SAINT JOSEPH MN 56374 334.98 131.05 0.00 0.00 167.49 131.05 298.54 $8,135.22 $8,135.22
98 84.53945.0019 LOT 011 BLK 002 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 BENJAMIN T PRIGGE 813 3RD AVE SW
ST JOSEPH MN 56374
813 3RD AVE SW
SAINT JOSEPH MN 56374 120.00 0.00 0.00 120.00 120.00 $3,270.00 $3,270.00
99 84.53945.0020 LOT 012 BLK 002 WALZ'S HILLTOP ACRES SECTION 16
TOWNSHIP 124 RANGE 029 MICHAEL G HANAUSKA 817 3RD AVE SW
ST JOSEPH MN 56374
817 3RD AVE SW
ST JOSEPH MN 56374 120.00 0.00 0.00 120.00 120.00 $3,270.00 $3,270.00
100 84.53434.0015 19.13A S2NE4SE4 LESS .87A FOR HWY OLD #
31.20870.000 SECTION 16 TOWNSHIP 124 RANGE 029 RANDALL A BRODA 825 3RD AVE SW
ST JOSEPH MN 56374
825 3RD AVE SW
ST JOSEPH MN 56374 665.38 0.00 0.00 665.38 665.38 $18,131.61 $18,131.61
102A 84.53733.0340 LOT 001 BLK 003 MORNINGSIDE ACRES SECOND
ADDITION SECTION 15 TOWNSHIP 124 RANGE 029 DBBA ST JOE LLC 198 IVERSON ST W
ST JOSEPH MN 56374
7505 HIGHWAY 7
ST LOUIS PARK MN 55426 462.57 338.80 0.00 231.29 338.80 570.09 0.00 $42,186.29 $42,186.29
102B 84.53799.0000
UNIT 1 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
BENJAMIN H HALBERT 140 IVERSON ST W
ST JOSEPH MN 56374
828 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 27.50
0.00 27.50 27.50 0.00 $2,035.00 $2,035.00
102C 84.53799.0001
UNIT 2 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
BENJAMIN H HALBERT 142 IVERSON ST W
ST JOSEPH MN 56374
828 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 27.50 0.00 27.50 27.50 0.00 $2,035.00 $2,035.00
102D 84.53799.0002
UNIT 3 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
BENJAMIN H HALBERT 144 IVERSON ST W
ST JOSEPH MN 56374
828 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 27.50
0.00 27.50 27.50 0.00 $2,035.00 $2,035.00
102E 84.53799.0003
UNIT 4 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
BENJAMIN H HALBERT 146 IVERSON ST W
ST JOSEPH MN 56374
828 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 27.50
0.00 27.50 27.50 0.00 $2,035.00 $2,035.00
102F 84.53799.0004
UNIT 5 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
BENJAMIN H HALBERT 136 IVERSON ST W
ST JOSEPH MN 56374
828 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 27.50
0.00 27.50 27.50 0.00 $2,035.00 $2,035.00
102G 84.53799.0005
UNIT 6 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
BENJAMIN H HALBERT 134 IVERSON ST W
ST JOSEPH MN 56374
828 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 27.50
0.00 27.50 27.50 0.00 $2,035.00 $2,035.00
102H 84.53799.0006
UNIT 7 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
BENJAMIN H HALBERT 132 IVERSON ST W
ST JOSEPH MN 56374
828 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 27.50
0.00 27.50 27.50 0.00 $2,035.00 $2,035.00
102I 84.53799.0007
UNIT 8 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
BENJAMIN H HALBERT 130 IVERSON ST W
ST JOSEPH MN 56374
828 MORNINGSIDE LOOP
SAINT JOSEPH MN 56374 27.50
0.00 27.50 27.50 0.00 $2,035.00 $2,035.00
102J 84.53799.0008
UNIT 9 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
PATRICIA D MCDONALD-DITLEVSON 120 IVERSON ST W
ST JOSEPH MN 56374
120 IVERSON ST W
SAINT JOSEPH MN 56374 33.50
0.00 33.50 33.50 0.00 $2,479.00 $2,479.00
102K 84.53799.0009
UNIT 10 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
RHONDA K DAHLGREN 122 IVERSON ST W
ST JOSEPH MN 56374
122 IVERSON ST W # 10
SAINT JOSEPH MN 56374 33.50
0.00 33.50 33.50 0.00 $2,479.00 $2,479.00
102L 84.53799.0010
UNIT 11 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
LAURA R ROXBERG 124 IVERSON ST W
ST JOSEPH MN 56374
124 IVERSON ST W
SAINT JOSEPH MN 56374 33.50
0.00 33.50 33.50 0.00 $2,479.00 $2,479.00
102M 84.53799.0011
UNIT 12 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
MARGUERITE L FOGARTY 126 IVERSON ST W
ST JOSEPH MN 56374
126 IVERSON ST W
SAINT JOSEPH MN 56374 33.50
0.00 33.50 33.50 0.00 $2,479.00 $2,479.00
102N 84.53799.0012
UNIT 13 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
DIANE SCHERER 114 IVERSON ST W
ST JOSEPH MN 56374
114 IVERSON ST W # 13
SAINT JOSEPH MN 56374 39.98 0.00 39.98 39.98 0.00 $2,958.52 $2,958.52
102O 84.53799.0013
UNIT 14 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
TODD D WURZER 112 IVERSON ST W
ST JOSEPH MN 56374
112 IVERSON ST W
SAINT JOSEPH MN 56374 39.98 0.00 39.98 39.98 0.00 $2,958.52 $2,958.52
102P 84.53799.0014
UNIT 15 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
CORREY TOMFORD 110 IVERSON ST W
ST JOSEPH MN 56374
110 IVERSON ST W
SAINT JOSEPH MN 56374 39.98 0.00 39.98 39.98 0.00 $2,958.52 $2,958.52
102Q 84.53799.0015
UNIT 16 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
JENNIFER A SWENSON 108 IVERSON ST W
ST JOSEPH MN 56374
108 IVERSON ST W
SAINT JOSEPH MN 56374 39.98 0.00 39.98 39.98 0.00 $2,958.52 $2,958.52
102R 84.53799.0016
UNIT 17 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
NGA NGUYEN 106 IVERSON ST W
ST JOSEPH MN 56374
106 IVERSON ST W # 17
SAINT JOSEPH MN 56374 39.98 0.00 39.98 39.98 0.00 $2,958.52 $2,958.52
102S 84.53799.0017
UNIT 18 & A 5.5556% INTEREST IN THE COMMON
ELEMENTS SUNRISE COTTAGES CODO CIC #81 SECTION
15 TOWNSHIP 124 RANGE 029
DAVID M WALDHAM 104 IVERSON ST W
ST JOSEPH MN 56374
104 IVERSON ST W
SAINT JOSEPH MN 56374 39.98 0.00 39.98 39.98 0.00 $2,958.52 $2,958.52
103 84.53733.0302 LOT 001 BLK 002 MORNINGSIDE ACRES SECTION 15
TOWNSHIP 124 RANGE 029 JEFFREY A BUERSKEN 102 IVERSON ST W
ST JOSEPH MN 56374
102 IVERSON ST W
SAINT JOSEPH MN 56374 231.33 0.00 231.33 231.33 0.00 $17,118.42 $17,118.42
Page 13 of 14
PRELIMINARY SPECIAL ASSESSMENT RATES
32' wide street overlay 27.86 /LF
36'-38' wide reclaim & repave 74.00 /LF 12/12/2025
PRELIMINARY SPECIAL ASSESSMENT WORKSHEET 32'-34' wide reclaim & repave 27.25 /LF
2026 STREET IMPROVEMENTS - MORNINGSIDE ACRES 2ND ADDITION, SUNRISE COTTAGES CONDO CIC #81, WALZS HILLTOP ACRES, REISHCLS HILLSIDE ESTATES, AND FOXMORE HOLLOW
ST. JOSEPH, MINNESOTA
STJOE 188782
LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE LONG SIDE SHORT SIDE
ASSESSED
FOOTAGE 32' OVERLAY 36' RECLAIM & REPAVE
32'-34' RECLAIM &
REPAVEMAILING ADDRESS
ITEM
NO.
PARCEL ID
NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS
PLATTED
ABUTTING FOOTAGE
32'-34' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
TOTAL
ASSESSMENT
32' WIDE STREET OVERLAY
ADJUSTED FOOTAGE SPECIAL ASSESSMENTS
36-38' WIDE RECLAIM & REPAVE
ADJUSTED FOOTAGE
TOTALS:364.27 2228.89 2593.16 757.93 1610.88 2368.81 723.03 8488.36 9211.39 $72,245.30 $175,291.94 $251,010.38 $498,547.62
X:\PT\S\STJOE\188782\2-proj-mgmt\25-cost-est\Assessment\[SJ188782 PAW.xlsx]Rates
Page 14 of 14
Appendix C
Geotechnical Investigation Report-Morningside Neighborhood
Geotechnical Evaluation Report
St. Joseph 2025 Watermain Backfill Investigation Project
Portions of Foxmore Way, 2nd Ave SW, 3rd Ave SW, Hill St W,
Iverson St W, Morningside Loop
Saint Joseph, Minnesota
Prepared for the
City of St. J oseph
Professional Certification:
I hereby certify that this plan, specification, or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Andrew J. Hillerud, PE
Project Engineer
License Number: 59434
June 20, 2025
Project B2502673
Braun Intertec Corporation
Braun Intertec Corporation
3900 Roosevelt Road, Suite 113
Saint Cloud, MN 56301
Phone: 320.253.9940
Web: brauintertec.com
AA/EOE
June 20, 2025 Project B2502673
Mr. David Murphy
City of St. Joseph
75 Callaway Street East
St. Joseph, MN 56374
Re: Geotechnical Evaluation
St. Joseph 2025 Watermain Backfill Investigation Project
Portions of Foxmore Way, 2nd Ave SW, 3rd Ave SW, Hill St W,
Iverson St W, Morningside Loop
Saint Joseph, Minnesota
Dear Mr. Murphy:
We are pleased to present this Geotechnical Evaluation Report for the roadway and watermain
improvements project in St. Joseph, Minnesota.
Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions
about this report, or if there are other services that we can provide in support of our work to date, please
contact Andrew Hillerud at 218.260.09830 (ahillerud@braunintertec.com).
Sincerely,
BRAUN INTERTEC CORPORATION
Andrew J. Hillerud, PE
Project Engineer
Steven A. Thayer, PE
Senior Manager, Senior Engineer
c: Randy Sabart, PE; Short Elliott Hendrickson, Inc.
Bryce Johnson, PE; Short Elliott Hendrickson, Inc.
Table of Contents
Description Page
A. Introduction ...................................................................................................................................... 1
A.1. Project Description .............................................................................................................. 1
A.2. Purpose ................................................................................................................................ 2
A.3. Background Information and Reference Documents .......................................................... 2
A.4. Scope of Services ................................................................................................................. 2
B. Results .............................................................................................................................................. 3
B.1. Geologic Overview .............................................................................................................. 3
B.2. Previous Geotechnical Information ..................................................................................... 3
B.3. Boring Results ...................................................................................................................... 4
B.4. Groundwater ....................................................................................................................... 5
B.5. Laboratory and Corrosion Testing Results .......................................................................... 5
B.5.a. Soil Classification Testing ....................................................................................... 5
B.5.b. Corrosivity Testing .................................................................................................. 6
C. Recommendations ........................................................................................................................... 6
C.1. Design and Construction Discussion ................................................................................... 6
C.1.a. Utility Installation ................................................................................................... 6
C.1.b. Roadway Reconstruction........................................................................................ 7
C.1.c. Reuse of On-Site Soils and Construction Disturbance ........................................... 7
C.2. Utility Installation ................................................................................................................ 7
C.2.a. Excavations ............................................................................................................. 7
C.2.b. Excavation Subgrades ............................................................................................. 7
C.2.c. Subgrade Stabilization ............................................................................................ 8
C.2.d. Excavation Dewatering ........................................................................................... 8
C.2.e. Selecting Excavation Backfill .................................................................................. 8
C.2.f. Placement and Compaction of Backfill ................................................................... 8
C.2.g. Corrosion Potential ................................................................................................ 9
C.3. Pavement Reconstruction ................................................................................................. 10
C.3.a. Subgrade Preparation .......................................................................................... 10
C.3.b. Selecting Excavation Backfill and Additional Required Fill ................................... 11
C.3.c. Placement and Compaction of Backfill and Fill .................................................... 11
C.3.d. Pavement Subgrade Proofroll .............................................................................. 11
C.4. Pavements ......................................................................................................................... 11
C.4.a. Design R Value ...................................................................................................... 11
C.4.b. Bituminous Pavement Materials .......................................................................... 12
C.4.c. Subgrade Drainage ............................................................................................... 12
C.4.d. Performance and Maintenance ........................................................................... 12
D. Procedures...................................................................................................................................... 12
D.1. Penetration Test Borings ................................................................................................... 12
D.2. Exploration Logs ................................................................................................................ 13
D.2.a. Log of Boring Sheets ............................................................................................. 13
D.2.b. Geologic Origins ................................................................................................... 13
D.3. Material Classification and Testing ................................................................................... 13
D.3.a. Visual and Manual Classification .......................................................................... 13
D.3.b. Laboratory Testing ............................................................................................... 14
D.4. Groundwater Measurements ............................................................................................ 14
Table of Contents (continued)
Description Page
E. Qualifications .................................................................................................................................. 14
E.1. Variations in Subsurface Conditions .................................................................................. 14
E.1.a. Material Strata ..................................................................................................... 14
E.1.b. Groundwater Levels ............................................................................................. 14
E.2. Continuity of Professional Responsibility .......................................................................... 15
E.2.a. Plan Review .......................................................................................................... 15
E.2.b. Construction Observations and Testing ............................................................... 15
E.3. Use of Report..................................................................................................................... 15
E.4. Standard of Care ................................................................................................................ 15
Appendix
Soil Boring Location Sketch
Log of Previous Borings 1 through 5
Log of Boring Sheets 6 through 14
Descriptive Terminology of Soil
Soil Analysis Lab Results (Project X Corrosion Engineering)
A. Introduction
A.1. Project Description
This Geotechnical Evaluation Report addresses reconstruction of the bituminous roadways and
replacement of the watermain along portions of Foxmore Way, 2nd Avenue Southwest, 3rd Avenue
Southwest, Hill Street West, Iverson Street West and Morningside Loop in St. Joseph, Minnesota. Table 1
provides project details.
Table 1. Project Aspects and Grading Description
Aspect Description
Utilities Watermain – 8 feet deep (Assumed)
Pavement type Bituminous
Grade changes Less than 2 feet (Assumed)
Figure 1 below shows the reconstruction area highlighted in pink and our previous and current soil boring
in blue and yellow. The alignments shown in the figure will remain near existing.
Figure 1. Reconstruction Area
Figure provided by Google Earth®
City of St. Joseph
Project B2502673
June 20, 2025
Page 2
A.2. Purpose
The purpose of our geotechnical evaluation is to characterize subsurface geologic conditions at selected
exploration locations, evaluate their impact on the project, and provide geotechnical recommendations
for the design and construction of utilities and roadways.
A.3. Background Information and Reference Documents
We reviewed the following information:
▪ A proposal request via email from Randy Sabart, PE, Short Elliott Hendrickson, Inc. (SEH, Inc.).
▪ Communication with Mr. Sabart regarding the scope of the project and the corrosion testing
scope.
▪ A Geologic Map of Minnesota, prepared by Howard C. Hobbs and Joseph E. Goebel, 1982.
▪ Aerial photographs of the project areas using Google Earth®.
We have described our understanding of the proposed construction and site to the extent others
reported it to us. Depending on the extent of available information, we may have made assumptions
based on our experience with similar projects. If we have not correctly recorded or interpreted the
project details, the project team should notify us. New or changed information could require additional
evaluation, analyses and/or recommendations.
A.4. Scope of Services
We performed our scope of services for the project in accordance with our Proposal QTB211665 to Mr.
Sabart dated March 10, 2025, and authorized by Mr. David Murphy, City of St. Joseph on March 20, 2025.
The following list describes the geotechnical tasks completed in accordance with our authorized scope of
services.
▪ Reviewing the background information and reference documents previously cited.
City of St. Joseph
Project B2502673
June 20, 2025
Page 3
▪ Staking and clearing the boring locations of underground utilities. Braun Intertec selected
and staked the boring locations. We acquired the surface elevations and locations with GPS
technology using the State of Minnesota’s permanent GPS base station network. The Soil
Boring Location Sketch included in the Appendix shows the approximate locations of the
borings.
▪ Performing 9 standard penetration test (SPT) borings, denoted as 6 to 14, to nominal depths
of 10 feet below grade.
▪ Performing laboratory testing on select samples to aid in soil classification and engineering
analysis.
▪ Preparing this report containing a boring location sketch, logs of soil borings, a summary of
the soils encountered, results of laboratory tests, and recommendations for utility and
pavement subgrade preparation and a recommended assumed R-value for bituminous
pavement design.
Our scope of services did not include environmental services or testing and our geotechnical personnel
performing this evaluation are not trained to provide environmental services or testing. We can provide
environmental services or testing at your request.
B. Results
B.1. Geologic Overview
We based the geologic origins used in this report on the soil types, laboratory testing, and available
common knowledge of the geological history of the site. Because of the complex depositional history,
geologic origins can be difficult to ascertain. We did not perform a detailed investigation of the geologic
history for the site.
B.2. Previous Geotechnical Information
We performed 6 borings on Iverson Street West, Hill Street West, and 2nd and 3rd Avenue Southwest in
2024 for project B2401306. We have included the previous boring logs in the appendix of this report.
City of St. Joseph
Project B2502673
June 20, 2025
Page 4
B.3. Boring Results
Table 2 provides a summary of the soil boring results, in the general order we encountered the strata.
Please refer to the Log of Boring sheets in the Appendix for additional details. The Descriptive
Terminology sheets in the Appendix include definitions of abbreviations used in Table 2.
Table 2. Subsurface Profile Summary*
Strata
Soil Type -
ASTM
Classification
Range of
Penetration
Resistances Commentary and Details
Pavement
section --- ---
▪ Overall thickness ranges from 9 to 17 1/2 inches.
▪ Bituminous thickness ranges from 3 to 4 inches.
▪ Apparent aggregate base thickness ranges from 6 to
13 1/2 inches.
Fill SP-SM, SM,
SC, CL, CH 5 to 13 BPF
▪ Encountered below the pavement section in each boring
except Borings 8 and 10.
▪ General penetration resistance of 6 to 11 BPF.
▪ Moisture condition generally moist to wet.
▪ Extended to depths ranging from 4 feet to boring termination
depth at 10 feet.
▪ Highly variable, soils intermixed.
▪ Portions of the CL fill soils from 3 to 7 feet and the SC fill soils
from 8 to 9 feet in Boring 11 were black and contained organic
material.
Glacial
deposits
SP, SP-SM 6 to 11 BPF
▪ Encountered below the pavement section and fill soils in
Boring 8, 9, 10, 12, 13, and 14.
▪ General penetration resistance of sandy glacial soils ranges
from 7 to 8 BPF, indicating they are loose.
▪ Layers of glaciofluvial, glacial outwash, and glacial till.
▪ Variable amounts of gravel.
▪ General penetration resistance of the clayey glacial soils
ranges from 5 to 8 BPF indicating they are medium.
▪ Moisture condition generally moist to wet.
CL, CH 2 to 11 BPF
*Abbreviations defined in the attached Descriptive Terminology sheets.
We did not perform gradation analysis on the apparent aggregate base material encountered as part of
the pavement section, in accordance with our scope of work. Therefore, we cannot conclusively
determine if the encountered material satisfies a particular specification.
For simplicity in this report, we define existing fill to mean existing, uncontrolled or undocumented fill.
City of St. Joseph
Project B2502673
June 20, 2025
Page 5
B.4. Groundwater
Table 3 summarizes the depths where we observed groundwater; the attached Log of Boring sheets in
the Appendix also include this information and additional details.
Table 3. Groundwater Summary
Location
Surface
Elevation
Observed Depth to
Groundwater (ft)
Corresponding
Groundwater Elevation (ft)
6 1145.7 2 1/2 1143 1/2
7 1137.8 Not Observed ---
8 1130.9 Not Observed ---
9 1119.6 Not Observed ---
10 1098.0 Not Observed ---
11 1099.2 Not Observed ---
12 1088.6 Not Observed ---
13 1090.1 Not Observed ---
14 1083.9 Not Observed ---
In clayey soils such as those encountered in most of the borings, groundwater may take days or longer to
reach equilibrium in the boreholes and we immediately backfilled the boreholes, in accordance with our
scope of work. Project planning should anticipate groundwater in sand seams and layers in the clayey
soils and seasonal and annual fluctuations of groundwater.
B.5. Laboratory and Corrosion Testing Results
B.5.a. Soil Classification Testing
The results of our general laboratory testing performed on select samples including moisture content,
grain size (i.e., fine particles passing a #200 sieve), and Atterberg limits determinations are presented
below in Table 4.
City of St. Joseph
Project B2502673
June 20, 2025
Page 6
Table 4. General Laboratory Test Results
Soil Type
(USCS)
Moisture
Content (%)
Fines Content
(%)
Liquid Limit
(LL)
Plastic Limit
(PL)
Plasticity Index
(PI)
SP 6 1 to 4 --- --- ---
SP-SM 4 5 --- --- ---
SC 9 25 --- --- ---
CL 14 to 24 52 to 63 --- --- ---
CH 21 to 30 54 to 92 58 26 32
B.5.b. Corrosivity Testing
Results of the laboratory tests for corrosivity are presented in Table 5.
Table 5. Corrosivity Test Results
Location
Sample
Depth
(feet)
Chlorides
(ppm)
Resistivity
(Ohm-cm) pH
Oxidation/
Reduction
Potential
(mV)
Sulfides
(ppm)
Moisture
Content
Groundwater
Influence
Bi-Metallic
Considerations
6 8 to 9 1/2 74.8 2,680 7.7 187 0.96 Wet Yes No*
7 7 to 9 14.2 1,206 7.0 180 2.49 Wet Yes No*
9 6 to 8 138.4 670 6.6 203 0.21 Wet Yes No*
10 7 to 9 21.2 938 5.3 219 0.12 Wet Yes No*
11 7 to 9 82.5 3,283 6.2 178 0.7 Wet Yes No*
14 7 to 9 22.3 12,730 6.9 173 2.5 Moist No No*
*Assumed
C. Recommendations
C.1. Design and Construction Discussion
C.1.a. Utility Installation
Based on the anticipated utility invert depths and our soil borings, it appears the utility subgrades will
consist of a variety of soils including silty sand, clayey sand, and sandy fat clay fill, and native fat clay,
sandy lean clay, poorly graded sand with silt, and poorly graded sand soil. Most of the soils generally
appear suitable for support of the utilities. Intermittent stabilization of soft subgrade soils will be needed
on portions of the project. Dewatering will also be required for installation on portions of the project.
City of St. Joseph
Project B2502673
June 20, 2025
Page 7
C.1.b. Roadway Reconstruction
The borings indicate the roadway subgrade soils will consist of soils ranging from sand to fat clay. The
non-organic soils are suitable for the pavement subgrades, but all of the soils except the poorly graded
sand with silt and poorly graded sand soils are considered marginal since they will become unstable
when wet and will require moisture conditioning for proper compaction.
C.1.c. Reuse of On-Site Soils and Construction Disturbance
Except for the soils noted as black in color, the existing soils are suitable for reuse as fill and backfill for
the utilities and roadways. If black soils containing organic materials are encountered during
construction, we do not recommend reusing them below the utilities or roadways.
The existing silty and clayey soils encountered are sensitive to moisture and disturbance. The fat clay and
sandy fat clay soils are extremely sensitive to moisture and disturbance. Care should be taken by the
contractor to not allow these soils to become saturated or disturbed during utility installation. In
addition, these soils will be difficult to re-use as backfill and fill and will require moisture conditioning for
adequate compaction.
C.2. Utility Installation
C.2.a. Excavations
It is our opinion that the soils encountered by the borings can be excavated using a typical open-cut
method with a backhoe. At the anticipated excavation depths, the soils in the sidewalls of the
excavations will be Type C soils under the Department of Labor Occupational Safety and Health
Administration (OSHA) guidelines.
C.2.b. Excavation Subgrades
Based on the borings and anticipated invert depths, the utility subgrades will include sand, silty sand,
clayey sand, fat clay, sandy fat clay, and sandy lean clay. We anticipate the subgrade soils will generally
be suitable for support of the proposed utilities.
Soft soil with penetration resistances of 4 or less were encountered near the watermain invert depth in
Borings 3 and 9. These areas, along with other areas with wet subgrades or subgrades that are allowed to
become wet will require subgrade stabilization as described below.
City of St. Joseph
Project B2502673
June 20, 2025
Page 8
C.2.c. Subgrade Stabilization
Each boring except 12, 13, and 14 encountered silty sand, clayey sand, fat clay, sandy fat clay, or sandy
lean clay soils near the anticipated utility invert depths. In addition, the clayey sand and fat clay near the
watermain depth in Borings 3 and 9 were soft. Stabilization of the subgrades will be necessary where soft
soils are present, and other areas where the subgrade soils are wet or allowed to become wet, to
facilitate installation of the utilities.
For stabilization, we recommend 6 to 12 inches of coarse sand or gravel having less than 50 percent of
the particles by weight passing a number 40 sieve, and less than 5 percent of the particles passing a
number 200 sieve. The onsite poorly graded sand glacial outwash soils can be used as bedding material.
Alternately, 1 1/2-inch crushed rock (or Class 2 Ballast) could be used.
C.2.d. Excavation Dewatering
We recommend removing groundwater from the excavations. Dewatering will likely be necessary on
portions of the project. Project planning should include temporary sumps and pumps for excavations in
low-permeability soils, such as clayey sand, sandy lean clay, sandy fat clay, and fat clay.
Dewatering of high-permeability soils (e.g., sands) from within the excavation with conventional pumps
has the potential to loosen the soils, due to upward flow. A well contractor should develop a dewatering
plan; the design team should review this plan.
C.2.e. Selecting Excavation Backfill
Onsite soils that do not contain black soils, organic material may be used as backfill material. We
recommend crushed rock or poorly graded sands be used for bedding. As indicated in Section C.2.g, some
of the soils are corrosive.
C.2.f. Placement and Compaction of Backfill
We recommend spreading backfill and fill in loose lifts of 8 to 12 inches prior to compacting. We
recommend compacting backfill and fill in accordance with the criteria presented below in Table 6.
The relative compaction of utility backfill should be evaluated based on the structure below which it is
installed, and vertical proximity to that structure.
City of St. Joseph
Project B2502673
June 20, 2025
Page 9
Table 6. Compaction Recommendations Summary
Area of Backfill Placement
Relative
Compaction,
percent
(ASTM D698 –
Standard Proctor)
Moisture Content Variance from Optimum,
percentage points
< 12% Passing #200 Sieve
(typically SP, SP-SM)
> 12% Passing #200 Sieve
(typically SC, SM, CL, CH, ML)
Within 1:1 oversize zone of
pavements, within 3 feet of
subgrade elevations
100 ±3 -1 to +3
Within 1:1 oversize zone of
pavements, more than 3
feet of subgrade elevations
95 ±3 -1 to +3
Below landscaped surfaces 90 ±5 ±4
C.2.g. Corrosion Potential
See Section B.5.b. above for corrosion testing results.
The ANSI/AWWA C105/A21.5 (Appendix A) standard uses a 10-Point System for corrosion evaluation of
soils. Based on the 10-point system and the results of the corrosion testing performed, the tested soils
have a corrosivity values ranging from 1 to 12. A value of 10 is the threshold for corrosion potential
indicating that corrosion protection is required. Test results indicate that the soils at the water main
elevation in Boring 7, 9, and 10 are corrosive to ductile iron pipe.
The Ductile Iron Pipe Research Association (DIPRA) standard uses a 60-Point System for corrosion
evaluation of soils. Based on the 60-point system and the results of the corrosion testing performed, the
tested soils have a corrosivity values ranging from 1 to 12. A value of 21 is the threshold for corrosion
potential indicating that encasement is necessary. Test results indicate that the soils at the water main
elevation in Borings 6,7, 9, and 10 require ductile iron pipe encasement.
Table 7 Below summarizes the evaluation results of the soils tested based on the ANSI/AWWA
C105/A21.5 (Appendix A) and the Ductile Iron Pipe Research Association point systems. Based on the
corrosion test results and our evaluation, the soil types that require corrosion protection consist of Fat
Clay (CH), Lean Clay (CL), and Silty Sand (SM).
City of St. Joseph
Project B2502673
June 20, 2025
Page 10
Table 7. Corrosivity Point-System Summary
Boring
ANSI/AWWA
C105/A21.5 Score
Corrosive to DIP per
10-Point System DIPRA Score
Encasement necessary
per 60-Point System
6 3 No 24.5 Yes
7 12 Yes 31 Yes
9 12 Yes 39.5 Yes
10 12 Yes 35.5 Yes
11 2 No 17 No
14 1 No 4 No
C.3. Pavement Reconstruction
C.3.a. Subgrade Preparation
We recommend the following steps for pavement subgrade preparation, understanding the alignments
will have grade changes of 1 foot or less.
1. If encountered, strip unsuitable soils consisting of organic soils, vegetation, existing
pavements from the area, within 3 feet of the surface of the proposed pavement grade.
2. Have a geotechnical representative observe the excavated subgrade to evaluate if additional
subgrade improvements are necessary.
3. In areas with clayey subgrade soils, slope the subgrade soils to areas of sand or drain tile to
allow the removal of accumulating water.
4. Scarify, moisture condition and surface compact the subgrade with at least 5 passes of a
large roller with a minimum drum diameter of 3 1/2 feet.
5. Place pavement engineered fill to grade and compact in accordance with Section C.3.c. to
bottom of pavement.
6. Proofroll the pavement subgrade as described in Section C.3.d.
Based on the borings and utility invert depths, excavations during utility installation for most of the
project area will extend into clayey sand, sandy lean clay, sandy fat clay, and fat clay soils. If these soils
are mixed with the in-place sandy pavement subgrade or used as pavement subgrade backfill, they will
become unstable after repeated construction traffic or if they become wet.
City of St. Joseph
Project B2502673
June 20, 2025
Page 11
Additional subcutting and replacement of these unstable or wet subgrade soils with select granular soils
(and possibly a geotextile separator fabric) will be required for pavement subgrade preparation in these
areas and should be considered during project planning.
C.3.b. Selecting Excavation Backfill and Additional Required Fill
On-site soils that are free of black, organic, or foreign materials and debris can be reused as backfill. Soils
with less than 12 percent silt and clay should be used for backfill placed below water or on wet
subgrades, or immediately below the aggregate base section.
C.3.c. Placement and Compaction of Backfill and Fill
We recommend compacting fill and backfill material within the pavement subgrades to a minimum of
100 percent of their standard Proctor maximum dry density. At depths greater than 3 feet below the
street subgrade, the minimum compaction requirement may be decreased to 95 percent of standard
Proctor maximum dry density. Fill and backfill soils should be placed at moisture contents as indicated in
Table 6 above.
C.3.d. Pavement Subgrade Proofroll
After preparing the subgrades as described above and prior to the placement of the aggregate base, we
recommend proofrolling the subgrade soils with a fully loaded tandem-axle truck. We also recommend
having a geotechnical representative observe the proofroll. Areas that fail the proofroll likely indicate
soft or weak areas that will require additional soil correction work to support pavements.
The contractor should correct areas that display excessive yielding or rutting during the proofroll, as
determined by the geotechnical representative. Possible options for subgrade correction include
moisture conditioning and recompaction, subcutting and replacement with soil or crushed aggregate,
chemical stabilization and/or geotextiles. We recommend performing a second proofroll after the
aggregate base material is in place, and prior to placing bituminous or concrete pavement.
C.4. Pavements
C.4.a. Design R Value
Our scope of services for this project did not include laboratory tests on subgrade soils to determine an
R-value for pavement design. As noted above, the borings indicate the roadway subgrade soils will
consist of soils ranging from sand to clay. Table 8 below provides typical ranges of design R-values based
on our experience with similar subgrade soils.
City of St. Joseph
Project B2502673
June 20, 2025
Page 12
Table 8. Typical Design R-Values
Subgrade Soil Description Typical R-Value Range
SP, SP-SM 50-70
SM, SC 30-50
CL, CH 5-12
Based on our experience, it is our opinion that an R-value of 10 is appropriate for this project.
C.4.b. Bituminous Pavement Materials
Appropriate mix designs are critical to the performance of flexible pavements. We can provide
recommendations for pavement material selection during final pavement design.
C.4.c. Subgrade Drainage
Portions of the project will have subgrade soils consisting of clayey soils with poor drainage. We
recommend installing perforated drainpipes throughout the pavement areas where subgrades are
clayey. We also recommend installing drainpipes along pavement edges where exterior grades promote
drainage toward those edge areas. The contractor should place drainpipes in small trenches, extended at
least 8 inches below the aggregate base material or below the granular subbase layer if present.
C.4.d. Performance and Maintenance
Many conditions affect the overall performance of the pavements. Some of these conditions include the
environment, loading conditions and the level of ongoing maintenance. With regard to bituminous
pavements in particular, it is common to have thermal cracking develop within the first few years of
placement and continue throughout the life of the pavement. We recommend developing a regular
maintenance plan for filling cracks in pavements to lessen the potential impacts for cold weather distress
due to frost heave or warm weather distress due to wetting and softening of the subgrade.
D. Procedures
D.1. Penetration Test Borings
We drilled the penetration test borings with a truck-mounted core and auger drill equipped with hollow-
stem auger. We performed the borings in general accordance with ASTM D6151 taking penetration test
City of St. Joseph
Project B2502673
June 20, 2025
Page 13
samples at 2 1/2- or 5-foot intervals in general accordance to ASTM D1586. The boring logs show the
actual sample intervals and corresponding depths.
D.2. Exploration Logs
D.2.a. Log of Boring Sheets
The Appendix includes Log of Boring sheets for our penetration test borings. The logs identify and
describe the penetrated geologic materials, and present the results of penetration resistance tests
performed. The logs also present the results of laboratory tests performed on penetration test samples,
and groundwater measurements.
We inferred strata boundaries from changes in the penetration test samples and the auger cuttings.
Because we did not perform continuous sampling, the strata boundary depths are only approximate. The
boundary depths likely vary away from the boring locations, and the boundaries themselves may occur as
gradual rather than abrupt transitions.
D.2.b. Geologic Origins
We assigned geologic origins to the materials shown on the logs and referenced within this report, based
on: (1) a review of the background information and reference documents cited above, (2) visual
classification of the various geologic material samples retrieved during the course of our subsurface
exploration, (3) penetration resistance testing performed for the project, (4) laboratory test results, and
(5) available common knowledge of the geologic processes and environments that have impacted the
site and surrounding area in the past.
D.3. Material Classification and Testing
D.3.a. Visual and Manual Classification
We visually and manually classified the geologic materials encountered based on ASTM D2488. When we
performed laboratory classification tests, we used the results to classify the geologic materials in
accordance with ASTM D2487. The Appendix includes a chart explaining the classification system we
used.
City of St. Joseph
Project B2502673
June 20, 2025
Page 14
D.3.b. Laboratory Testing
The exploration logs in the Appendix note most of the results of the laboratory tests performed on
geologic material samples. The remaining laboratory test results follow the exploration logs. We
performed the tests in general accordance with ASTM procedures.
D.4. Groundwater Measurements
The drillers checked for groundwater while advancing the penetration test borings. We then filled the
boreholes noted on the boring logs.
E. Qualifications
E.1. Variations in Subsurface Conditions
E.1.a. Material Strata
We developed our evaluation, analyses and recommendations from a limited amount of site and
subsurface information. It is not standard engineering practice to retrieve material samples from
exploration locations continuously with depth. Therefore, we must infer strata boundaries and
thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning
should expect the strata to vary in depth, elevation and thickness, away from the exploration locations.
Variations in subsurface conditions present between exploration locations may not be revealed until
performing additional exploration work, or starting construction. If future activity for this project reveals
any such variations, you should notify us so that we may reevaluate our recommendations. Such
variations could increase construction costs, and we recommend including a contingency to
accommodate them.
E.1.b. Groundwater Levels
We made groundwater measurements under the conditions reported herein and shown on the
exploration logs, and interpreted in the text of this report. Note that the observation periods were
relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall,
flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal
and annual factors.
City of St. Joseph
Project B2502673
June 20, 2025
Page 15
E.2. Continuity of Professional Responsibility
E.2.a. Plan Review
We based this report on a limited amount of information, and we made a number of assumptions to help
us develop our recommendations. We should be retained to review the geotechnical aspects of the
designs and specifications. This review will allow us to evaluate whether we anticipated the design
correctly, if any design changes affect the validity of our recommendations, and if the design and
specifications correctly interpret and implement our recommendations.
E.2.b. Construction Observations and Testing
We recommend retaining us to perform the required observations and testing during construction as
part of the ongoing geotechnical evaluation. This will allow us to correlate the subsurface conditions
exposed during construction with those encountered by the borings and provide professional continuity
from the design phase to the construction phase. If we do not perform observations and testing during
construction, it becomes the responsibility of others to validate the assumption made during the
preparation of this report and to accept the construction-related geotechnical engineer-of-record
responsibilities.
E.3. Use of Report
This report is for the exclusive use of the addressed parties. Without written approval, we assume no
responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may
not be appropriate for other parties or projects.
E.4. Standard of Care
In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under
similar circumstances by reputable members of its profession currently practicing in the same locality.
No warranty, express or implied, is made.
Appendix
14
13
10
9
6 7
8
12
11
5
4
3
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A
V
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N
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HILL STREET W.
1S
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9
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.
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V
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N
U
E
S
W
HILL STREET W.
F:
\
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2
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braunintertec.com
952.995.2000
Minneapolis, MN 55438
11001 Hampshire Avenue S
Project No:
B2502673
Drawn By:
Date Drawn:
Checked By:
Last Modified:4/30/25
Drawing No:
Project Information
Drawing Information
B2502673
JAG
4/30/25
AJH
2025 Watermain
Investigation Project
Potions of Foxmore Way,
2nd Ave. SW,
3rd Ave. SW, Hill St. W.,
Iverson St. W. and
Morningside Loop
St. Joseph, Minnesota
Soil Boring
Location SketchN
DENOTES APPROXIMATE LOCATION OF
PREVIOUSLY PERFORMED SOIL BORING
0
SCALE:1"= 300'
300'150'
DENOTES APPROXIMATE LOCATION OF
STANDARD PENETRATION TEST BORING
Elev./
Depth
ft
1145.4
0.3
1144.9
0.8
1141.7
4.0
1137.7
8.0
1136.2
9.5
1135.7
10.0
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
BITUMINOUS, 3 inches
APPARENT AGGREGATE BASE, 7 inches
FILL: POORLY GRADED SAND with SILT (SP-
SM), fine to medium-grained, little Gravel, dark
brown, wet
FILL: FAT CLAY (CH), with Sand, contains
seams of Silty Sand, gray and brown, moist
FILL: SILTY SAND (SM), fine to medium-
grained, little Gravel, dark brown, moist
FILL: CLAYEY SAND (SC), trace Gravel, brown
and gray, moist
END OF BORING
Boring then backfilled with auger cuttings
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
AU
4-4-3
(7)
4"
7-4-3
(7)
12"
3-6-7-9
(13)
18"
2-5-7-9
(12)
16"
qₚ
tsf
MC
%Tests or Remarks
Corrosivity testing
performed on sample from
8 to 9 1/2 feet
Water observed at 2.5 feet
while drilling.
Water observed at 8.0 feet
at end of drilling.
Water observed at 4.0 feet
with a cave-in depth of 4.0
feet immediately after
withdrawal of auger.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502673
Geotechnical Evaluation
St. Joseph 2025 Watermain Investigation Project
Various Streets
St. Joseph, Minnesota
BORING:6
LOCATION: Captured with RTK GPS.
DATUM:NAD 1983 HARN Adj MN Stearns (US Feet)
NORTHING:198884.8 EASTING:711150.6
DRILLER:D. Michalski LOGGED BY:A. Hillerud START DATE:04/03/25 END DATE:04/03/25
SURFACE
ELEVATION:1145.7 ft RIG:7516B METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear
B2502673 Braun Intertec Corporation Print Date:06/20/2025 6 page 1 of 1
Elev./
Depth
ft
1137.5
0.3
1136.9
0.9
1130.8
7.0
1128.8
9.0
1127.8
10.0
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
BITUMINOUS, 3 inches
APPARENT AGGREGATE BASE, 7 1/2 inches
FILL: SANDY LEAN CLAY (CL), trace Gravel,
dark brown and gray, moist
FILL: SANDY FAT CLAY (CH), trace Gravel,
gray and brown, moist
FILL: CLAYEY SAND (SC), trace Gravel,
brown, wet
END OF BORING
Boring then backfilled with auger cuttings
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
AU
2-2-3
(5)
10"
2-2-3
(5)
12"
3-3-4-6
(7)
22"
3-3-4-5
(7)
16"
qₚ
tsf
MC
%
14
Tests or Remarks
P200=52%
Corrosivity testing
performed on sample from
7 to 9 feet
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502673
Geotechnical Evaluation
St. Joseph 2025 Watermain Investigation Project
Various Streets
St. Joseph, Minnesota
BORING:7
LOCATION: Captured with RTK GPS.
DATUM:NAD 1983 HARN Adj MN Stearns (US Feet)
NORTHING:198893.1 EASTING:711907.9
DRILLER:D. Michalski LOGGED BY:A. Hillerud START DATE:04/03/25 END DATE:04/03/25
SURFACE
ELEVATION:1137.8 ft RIG:7516B METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear
B2502673 Braun Intertec Corporation Print Date:06/20/2025 7 page 1 of 1
Elev./
Depth
ft
1130.6
0.3
1130.1
0.8
1120.9
10.0
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
BITUMINOUS, 3 1/2 inches
APPARENT AGGREGATE BASE, 8 inches
SANDY FAT CLAY (CH), with Sand, gray and
brown, moist, medium to stiff
(GLACIOFLUVIUM)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
AU
4-3-4
(7)
12"
3-4-6
(10)
12"
4-4-6-6
(10)
12"
3-5-6-9
(11)
22"
qₚ
tsf
MC
%
22
Tests or Remarks
P200=54%
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502673
Geotechnical Evaluation
St. Joseph 2025 Watermain Investigation Project
Various Streets
St. Joseph, Minnesota
BORING:8
LOCATION: Captured with RTK GPS.
DATUM:NAD 1983 HARN Adj MN Stearns (US Feet)
NORTHING:199073.9 EASTING:712161.8
DRILLER:D. Michalski LOGGED BY:A. Hillerud START DATE:04/03/25 END DATE:04/03/25
SURFACE
ELEVATION:1130.9 ft RIG:7516B METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear
B2502673 Braun Intertec Corporation Print Date:06/20/2025 8 page 1 of 1
Elev./
Depth
ft
1119.3
0.3
1118.7
0.9
1115.6
4.0
1111.6
8.0
1109.6
10.0
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
BITUMINOUS, 3 inches
APPARENT AGGREGATE BASE, 8 inches
FILL: SANDY LEAN CLAY (CL), trace Gravel,
dark brown and gray, moist
LEAN CLAY (CL), with Sand, with Silt, gray and
brown, moist, soft to medium
(GLACIOFLUVIUM)
FAT CLAY (CH), with Sand, gray and brown,
moist, soft (GLACIOFLUVIUM)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
AU
2-2-3
(5)
12"
2-2-2
(4)
10"
2-3-3-3
(6)
12"
1-1-1-3
(2)
12"
qₚ
tsf
MC
%
21
24
25
Tests or Remarks
P200=63%
Corrosivity testing
performed on sample from
6 to 8 feet
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502673
Geotechnical Evaluation
St. Joseph 2025 Watermain Investigation Project
Various Streets
St. Joseph, Minnesota
BORING:9
LOCATION: Captured with RTK GPS.
DATUM:NAD 1983 HARN Adj MN Stearns (US Feet)
NORTHING:198179.5 EASTING:712378.8
DRILLER:D. Michalski LOGGED BY:A. Hillerud START DATE:04/03/25 END DATE:04/03/25
SURFACE
ELEVATION:1119.6 ft RIG:7516B METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear
B2502673 Braun Intertec Corporation Print Date:06/20/2025 9 page 1 of 1
Elev./
Depth
ft
1097.7
0.3
1096.5
1.5
1088.0
10.0
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
BITUMINOUS, 4 inches
APPARENT AGGREGATE BASE, 13 1/2
inches
FAT CLAY (CH), gray and brown, moist, soft to
stiff (GLACIOFLUVIUM)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
AU
1-2-2
(4)
6"
1-2-2
(4)
12"
4-4-5-6
(9)
16"
2-5-6-6
(11)
20"
qₚ
tsf
MC
%
30
27
28
Tests or Remarks
P200=92%
LL=58, PL=26, PI=32
Corrosivity testing
performed on sample from
7 to 9 feet
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502673
Geotechnical Evaluation
St. Joseph 2025 Watermain Investigation Project
Various Streets
St. Joseph, Minnesota
BORING:10
LOCATION: Captured with RTK GPS.
DATUM:NAD 1983 HARN Adj MN Stearns (US Feet)
NORTHING:198527.3 EASTING:712590.2
DRILLER:D. Michalski LOGGED BY:A. Hillerud START DATE:04/03/25 END DATE:04/03/25
SURFACE
ELEVATION:1098.0 ft RIG:7516B METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear
B2502673 Braun Intertec Corporation Print Date:06/20/2025 10 page 1 of 1
Elev./
Depth
ft
1098.9
0.3
1098.4
0.8
1096.2
3.0
1092.2
7.0
1091.2
8.0
1090.2
9.0
1089.2
10.0
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
BITUMINOUS, 3 inches
APPARENT AGGREGATE BASE, 6 inches
FILL: POORLY GRADED SAND with SILT (SP-
SM), fine to medium-grained, little Gravel,
brown, moist
FILL: SANDY LEAN CLAY (CL), trace Gravel,
black and gray, moist
FILL: SILTY SAND (SM), fine to medium-
grained, little Gravel, brown, moist
FILL: CLAYEY SAND (SC), little Gravel, brown
and black, moist
FILL: SILTY SAND (SM), fine to medium-
grained, with Gravel, brown, moist
END OF BORING
Boring then backfilled with auger cuttings
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
AU
3-3-3
(6)
12"
2-2-3
(5)
6"
2-3-6-7
(9)
20"
3-7-5-4
(12)
20"
qₚ
tsf
MC
%
18
Tests or Remarks
Geotextile fabric in sampler
Corrosivity testing
performed on sample from
7 to 9 feet
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502673
Geotechnical Evaluation
St. Joseph 2025 Watermain Investigation Project
Various Streets
St. Joseph, Minnesota
BORING:11
LOCATION: Captured with RTK GPS.
DATUM:NAD 1983 HARN Adj MN Stearns (US Feet)
NORTHING:199169.4 EASTING:712687.3
DRILLER:D. Michalski LOGGED BY:A. Hillerud START DATE:04/03/25 END DATE:04/03/25
SURFACE
ELEVATION:1099.2 ft RIG:7516B METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear
B2502673 Braun Intertec Corporation Print Date:06/20/2025 11 page 1 of 1
Elev./
Depth
ft
1088.3
0.3
1087.6
1.0
1082.6
6.0
1078.6
10.0
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
BITUMINOUS, 3 1/2 inches
APPARENT AGGREGATE BASE, 8 1/2 inches
FILL: POORLY GRADED SAND with SILT (SP-
SM), fine to medium-grained, little Gravel,
brown, moist
POORLY GRADED SAND (SP), fine to
medium-grained, little Gravel, brown, moist,
medium dense to loose (GLACIAL OUTWASH)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
AU
5-6-5
(11)
12"
7-5-4
(9)
12"
5-6-5-5
(11)
16"
5-5-4-4
(9)
20"
qₚ
tsf
MC
%
4
6
Tests or Remarks
P200=5%
P200=4%
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502673
Geotechnical Evaluation
St. Joseph 2025 Watermain Investigation Project
Various Streets
St. Joseph, Minnesota
BORING:12
LOCATION: Captured with RTK GPS.
DATUM:NAD 1983 HARN Adj MN Stearns (US Feet)
NORTHING:199567.7 EASTING:712866.9
DRILLER:D. Michalski LOGGED BY:A. Hillerud START DATE:04/03/25 END DATE:04/03/25
SURFACE
ELEVATION:1088.6 ft RIG:7516B METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear
B2502673 Braun Intertec Corporation Print Date:06/20/2025 12 page 1 of 1
Elev./
Depth
ft
1089.8
0.3
1089.3
0.8
1086.1
4.0
1085.1
5.0
1080.6
9.5
1080.1
10.0
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
BITUMINOUS, 4 inches
APPARENT AGGREGATE BASE, 6 inches
FILL: POORLY GRADED SAND (SP), fine to
medium-grained, little Gravel, brown, moist
FILL: SANDY LEAN CLAY (CL), trace Gravel,
dark brown, moist
POORLY GRADED SAND with SILT (SP-SM),
fine to medium-grained, little Gravel, brown,
moist, loose (GLACIAL OUTWASH)
SANDY LEAN CLAY (CL), trace Gravel, brown,
moist, stiff (GLACIAL TILL)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
AU
4-7-6
(13)
12"
2-4-4
(8)
14"
4-4-3-3
(7)
14"
2-4-5-5
(9)
16"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502673
Geotechnical Evaluation
St. Joseph 2025 Watermain Investigation Project
Various Streets
St. Joseph, Minnesota
BORING:13
LOCATION: Captured with RTK GPS.
DATUM:NAD 1983 HARN Adj MN Stearns (US Feet)
NORTHING:198717.4 EASTING:712847.7
DRILLER:D. Michalski LOGGED BY:A. Hillerud START DATE:04/03/25 END DATE:04/03/25
SURFACE
ELEVATION:1090.1 ft RIG:7516B METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear
B2502673 Braun Intertec Corporation Print Date:06/20/2025 13 page 1 of 1
Elev./
Depth
ft
1083.6
0.3
1082.7
1.2
1079.9
4.0
1073.9
10.0
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
BITUMINOUS, 4 inches
APPARENT AGGREGATE BASE, 10 1/2
inches
FILL: CLAYEY SAND (SC), trace Gravel, dark
brown and gray, moist
POORLY GRADED SAND (SP), fine to
medium-grained, little Gravel, brown, moist,
loose (GLACIAL OUTWASH)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
AU
3-5-8
(13)
12"
4-5-3
(8)
16"
3-3-3-4
(6)
18"
4-3-3-3
(6)
18"
qₚ
tsf
MC
%
9
6
Tests or Remarks
P200=25%
P200=1%
Corrosivity testing
performed on sample from
7 to 9 feet
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502673
Geotechnical Evaluation
St. Joseph 2025 Watermain Investigation Project
Various Streets
St. Joseph, Minnesota
BORING:14
LOCATION: Captured with RTK GPS.
DATUM:NAD 1983 HARN Adj MN Stearns (US Feet)
NORTHING:198468.6 EASTING:713295.2
DRILLER:D. Michalski LOGGED BY:A. Hillerud START DATE:04/03/25 END DATE:04/03/25
SURFACE
ELEVATION:1083.9 ft RIG:7516B METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Clear
B2502673 Braun Intertec Corporation Print Date:06/20/2025 14 page 1 of 1
Descriptive Terminology of Soil
Based on Standards ASTM D2487/2488
(Unified Soil Classification System)
Group
Symbol Group NameB
Cu ≥ 4 and 1 ≤ Cc ≤ 3D GW Well‐graded gravelE
Cu < 4 and/or (Cc < 1 or Cc > 3)D GP Poorly graded gravelE
Fines classify as ML or MH GM Silty gravelE F G
Fines Classify as CL or CH GC Clayey gravelE F G
Cu ≥ 6 and 1 ≤ Cc ≤ 3D SW Well‐graded sandI
Cu < 6 and/or (Cc < 1 or Cc > 3)D SP Poorly graded sandI
Fines classify as ML or MH SM Silty sandF G I
Fines classify as CL or CH SC Clayey sandF G I
CL Lean clayK L M
PI < 4 or plots below "A" lineJ ML SiltK L M
Organic OL
CH Fat clayK L M
MH Elastic siltK L M
Organic OH
PT Peat Highly Organic Soils
Silts and Clays
(Liquid limit less than
50)
Silts and Clays
(Liquid limit 50 or
more)
Primarily organic matter, dark in color, and organic odor
Inorganic
Inorganic
PI > 7 and plots on or above "A" lineJ
PI plots on or above "A" line
PI plots below "A" line
Criteria for Assigning Group Symbols and
Group Names Using Laboratory TestsA
Soil Classification
Co
a
r
s
e
‐gr
a
i
n
e
d
So
i
l
s
(m
o
r
e
th
a
n
50
%
re
t
a
i
n
e
d
on
No
.
20
0
si
e
v
e
)
Fi
n
e
‐gr
a
i
n
e
d
So
i
l
s
(5
0
%
or
mo
r
e
pa
s
s
e
s
th
e
No
.
20
0
si
e
v
e
)
Sands
(50% or more coarse
fraction passes No. 4
sieve)
Clean Gravels
(Less than 5% finesC)
Gravels with Fines
(More than 12% finesC)
Clean Sands
(Less than 5% finesH)
Sands with Fines
(More than 12% finesH)
Gravels
(More than 50% of
coarse fraction
retained on No. 4
sieve)
Liquid Limit − oven dried
Liquid Limit − not dried <0.75 Organic clay K L M N
Organic silt K L M O
Liquid Limit − oven dried
Liquid Limit − not dried <0.75 Organic clay K L M P
Organic silt K L M Q
ParticleSize Identification
Boulders.............. over 12"
Cobbles................ 3" to 12"
Gravel
Coarse............. 3/4" to 3" (19.00 mm to 75.00 mm)
Fine................. No. 4 to 3/4" (4.75 mm to 19.00 mm)
Sand
Coarse.............. No. 10 to No. 4 (2.00 mm to 4.75 mm)
Medium........... No. 40 to No. 10 (0.425 mm to 2.00 mm)
Fine.................. No. 200 to No. 40 (0.075 mm to 0.425 mm)
Silt........................ No. 200 (0.075 mm) to .005 mm
Clay...................... < .005 mm
Relative ProportionsL, M
trace............................. 0 to 5%
little.............................. 6 to 14%
with.............................. ≥ 15%
Inclusion Thicknesses
lens............................... 0 to 1/8"
seam............................. 1/8" to 1"
layer.............................. over 1"
Apparent Relative Density of Cohesionless Soils
Very loose ..................... 0 to 4 BPF
Loose ............................ 5 to 10 BPF
Medium dense.............. 11 to 30 BPF
Dense............................ 31 to 50 BPF
Very dense.................... over 50 BPF
A. Based on the material passing the 3‐inch (75‐mm) sieve.
B. If field sample contained cobbles or boulders, or both, add "with cobbles or boulders,
or both" to group name.
C. Gravels with 5 to 12% fines require dual symbols:
GW‐GM well‐graded gravel with silt
GW‐GC well‐graded gravel with clay
GP‐GM poorly graded gravel with silt
GP‐GC poorly graded gravel with clay
D. Cu = D60 / D10 Cc = 𝐷30 2 / ሺ𝐷10 𝑥 𝐷60)
E. If soil contains ≥ 15% sand, add "with sand" to group name.
F. If fines classify as CL‐ML, use dual symbol GC‐GM or SC‐SM.
G. If fines are organic, add "with organic fines" to group name.
H. Sands with 5 to 12% fines require dual symbols:
SW‐SM well‐graded sand with silt
SW‐SC well‐graded sand with clay
SP‐SM poorly graded sand with silt
SP‐SC poorly graded sand with clay
I. If soil contains ≥ 15% gravel, add "with gravel" to group name.
J. If Atterberg limits plot in hatched area, soil is CL‐ML, silty clay.
K. If soil contains 15 to < 30% plus No. 200, add "with sand" or "with gravel", whichever is
predominant.
L. If soil contains ≥ 30% plus No. 200, predominantly sand, add “sandy” to group name.
M. If soil contains ≥ 30% plus No. 200 predominantly gravel, add “gravelly” to group name.
N. PI ≥ 4 and plots on or above “A” line.
O. PI < 4 or plots below “A” line.
P. PI plots on or above “A” line.
Q. PI plots below “A” line.
Laboratory Tests
DD Dry density,pcf qp Pocket penetrometer strength, tsf
WD Wet density, pcf qU Unconfined compression test, tsf
P200 % Passing #200 sieve LL Liquid limit
MC Moisture content, %PL Plastic limit
OC Organic content, %PI Plasticity index
Consistency of Blows Approximate Unconfined
Cohesive Soils Per Foot Compressive Strength
Very soft................... 0 to 1 BPF................... < 0.25 tsf
Soft........................... 2 to 4 BPF................... 0.25 to 0.5 tsf
Medium.................... 5to 8 BPF .................. 0.5 to 1 tsf
Stiff........................... 9 to 15 BPF................. 1 to 2 tsf
Very Stiff................... 16 to 30 BPF............... 2 to 4 tsf
Hard.......................... over 30 BPF................ > 4 tsf
Drilling Notes:
Blows/N‐value: Blows indicatethe driving resistance recorded
for each 6‐inch interval. The reported N‐value is the blows per
foot recorded by summing the second and third interval in
accordance with the Standard Penetration Test, ASTM D1586.
PartialPenetration:If the sampler could not be driven
through a full 6‐inch interval, the number of blows for that
partial penetration is shown as #/x" (i.e. 50/2"). The N‐value is
reported as "REF" indicating refusal.
Recovery: Indicates the inches of sample recovered from the
sampled interval. For a standard penetration test, full recovery
is 18", and is 24" for a thinwall/shelby tube sample.
WOH: Indicates the sampler penetrated soil under weight of
hammer and rods alone; driving not required.
WOR: Indicates the sampler penetrated soil under weight of
rods alone; hammer weight and driving not required.
Water Level: Indicates the water level measured by the
drillers either while drilling ( ), at the end of drilling ( ),
or at some time after drilling ( ).
Moisture Content:
Dry:Absence of moisture, dusty, dry to the touch.
Moist: Damp but no visible water.
Wet: Visible free water, usually soil is below water table.
5/2021
Appendix D
Electrical Interference Investigation – Morningside Neighborhood
Page 1
TECHNICAL MEMORANDUM
To:
Bryce Johnson, PE
From:
Steven Wenzel
Date:
12/2/2024
Subject:
Watermain Interference Testing
INTRODUCTION
Following two watermain leaks in the past ten years, Lake Superior Consulting, LLC (LSC) was contacted
to complete a Cathodic Protection interference investigation on a watermain in Saint Joseph, MN. The
area of interest is shown in Figure 1.
Figure 1: Saint Joesph Watermains
After performing an initial desktop review of known transmission pipelines in the area, via the National
Pipeline Mapping System (NPMS) Public Viewer on the Pipeline and Hazardous Materials Safety
Administration (PHMSA) website, Northern Natural Gas (Northern) was deemed the closest transmission
pipeline utilizing impressed current cathodic protection (ICCP) systems to the watermain. There are also
CenterPoint Energy pipelines nearby, however they are suspected to be protected by galvanic anodes,
which do not contain the same risk with regards to interference due to lower current outputs. The
Northern pipeline crosses the watermain near the locations of the watermain leaks, and there is a
Northern rectifier roughly two miles south of the watermain system located at (45.515538, -94.330230).
The Northern crossings are at (45.551668, -94.321370) and (45.550915, -94.321981).
Page 2
BACKGROUND
Interference is defined by any electrical disturbance on a metallic structure as a result of stray current.
Stray current is any current traveling through paths other than the intended circuit.1 One common form of
interference is from ICCP systems. These systems output current from anodes. Anytime another structure
is within the voltage gradient created by these anodes, it has the possibility of picking up current. This
current can then travel on the metallic structure to a point where it is able to return to the system or
pipeline the impressed current groundbed and rectifier was designed to protect. The current will flow back
to the source via the protected pipeline in the form of electrons through the soil which will result in
corrosion on the pipeline. This can be seen in Figure 2 with the anodes represented as the “” symbol
and the direction of current from voltage gradients represented by the arrows.
Figure 2: Diagram of Interference2 – Corrosion caused by interference will occur at B Is,1
Corrosion can occur at a rapid rate when it is caused by interference and is dependent upon the amount
of current flowing between the structures which is affected by factors such as the coating quality of each
structure and the resistivity of the surrounding soil. When current is picked up by a structure from a
foreign ICCP system, potentials will become more electronegative. When this current is discharged, the
potentials will become more positive, and when this current is interrupted or turned off, an electronegative
shift will occur in the potentials. There are other types of interference as well, however they were not
tested due to the location of the watermain.
FIELD TESTING
To test for interference, LSC coordinated interruption of current sources with Northern to see if the
influence could be seen on various test points of the watermain. Prior to testing the watermain, LSC
confirmed interruption on the rectifier at (45.515538, -94.330230) by amp clamping the conduit. The
rectifier was outputting 1.4 amps. This output is relatively low compared to many transmission pipeline
rectifiers. Waveforms were taken off valve stems or taken off the tool that the city employee brought to
ensure contact to the valves. Due to the pipeline being coupled, the ability to ensure contact from the
valve stems to the pipeline segments was limited. However valves closest to the Northern crossings were
monitored, and it is unlikely that every testing site resulted in similar results if contact was the issue. LSC
also revisited the site to collect waveforms with a probe contacting the pipeline which achieved similar
Page 3
results to contacting the pipeline via the tool on the valves. If influence is not seen, the waveform will look
like Figure 3 on a pipeline without cathodic protection. If interference is occurring, a change in potential of
the watermain will occur when the interruption is turned on and off as seen in Figure 4. When interference
is occurring the off reading (annotation in the white shaded area) will be more electronegative at a point of
discharge.
Figure 3: Example of a waveform with no influence
Figure 4: Example waveform indicating interference
At each site tested, there was no influence identified on the waterline in the waveforms collected. LSC
also confirmed interruption by capturing a waveform on the Northern pipeline as seen in Figure 5. Table 1
contains locations where waveforms were analyzed.
Page 4
Figure 5: Waveform on Northern Natural Gas at Hill Street
Table 1: Locations waveforms were analyzed
Asset Latitude Longitude
Northern 45.551597 -94.321403
Northern 45.550865 -94.322068
Watermain 45.551632 -94.321291
Watermain 45.551736 -94.320276
Watermain 45.550929 -94.321872
Watermain (multiple valves) 45.549141 -94.320294
AC Power Pole Ground 45.551586 -94.321610
At each site tested, minimal to no influence was seen on the watermain. Waveforms collected via a probe
on the pipeline are shown in Figures 6, 7, and 8.
Figure 6: Watermain at 44.551632, -94.321291
Page 5
Figure 7: Watermain at 45.549141, -94.320294
Figure 8: Watermain at 45.550929, -94.321872
CONCLUSION
Based on the testing results from October and November in 2024, LSC did not identify measurable
influence from the interrupting Northern rectifiers on the watermain at any locations tested. Due to valves
being set on the watermain, it is possible that electrical continuity was not made during the interference
testing, however many sites were investigated, and it is unlikely that this occurred at every site.
Additionally, the site was revisited and tested with a probe contacting the pipeline which achieved similar
results. Based on the watermain being coupled, designing a corrosion mitigation system will be more
challenging without installing bonding cables to ensure continuity throughout the system. If another leak
occurs or anytime the pipeline is exposed, LSC suggest the city considers installing magnesium anodes
at the locations of the leaks to add protective current and aid in mitigation of any potential stray currents
or other corrosion that may arise in the future. Ideally these connections are made through a test stations.
Additionally, testing can be performed by making a pipeline connection directly rather than through the
valves or anodes leads. A test lead can also be installed to ensure continuity when testing the sites in the
future.
Page 6
REFERENCES
1. NACE SP 0169-2013, “Control of External Corrosion on Underground or Submerged Metallic
Pipeline Systems” (Houston, TX: NACE International)
2. NACE International. (2016). CP Interference (July 2007 ed).