Feasibility Report Final - Elysian · Feasibility Report ELYSI 133849 City of Elysian, Minnesota...

Feasibility Report

2016 Street and Utility Improvement Project Elysian, Minnesota

SEH No. ELYSI 133849 4.00

November 9, 2015

2016 Street and Utility Improvement Project Feasibility Report

Elysian, Minnesota

SEH No. ELYSI 133849

November 9, 2015

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

Christopher M. Cavett, PE Project Manager/City Engineer

Date: November 9, 2015 Lic. No.: 24719

Reviewed By: Chris Knutson, PE Date: November 9, 2015 Short Elliott Hendrickson Inc. 12 Civic Center Plaza, Suite 2088 Mankato, MN 56001-7787 507.388.1989

Feasibility Report ELYSI 133849 City of Elysian, Minnesota ES-1

Executive Summary On August 10, 2015, the City of Elysian accepted a Capital Improvements Plan (CIP) for improvements to the City’s core section of town (City Center), which includes the area south of Lake Francis.

As part of the CIP, this CIP study area was split in to four different project areas, identified as Project A, Project B, Project C, and Project D. In the report, Project A was identified as the first project to be improved in the 2016 construction season, and is referred to at the 2016 Street and Utility Improvement Project. This project includes an area generally between 4th Street NW and 6th Street NW north of MN Trunk Highway 60 (TH 60). This includes:

Park Avenue NW from 5th Street NW to 4th Street NW

Frank Avenue NW from 6th Street NW to 4th Street NW

Lake Avenue NW from 6th Street NW to 4th Street NW

4th Street NW from Main Street to Lake Avenue NW

5th Street NW from MN TH 60 to Lake Avenue NW

6th Street NW from Frank Avenue NW to Lake Avenue NW

On October 27, 2015, a neighborhood meeting was held with residents adjacent to the proposed project. A description of the project was presented with preliminary drawings and assessment information. Seventy-three (73) parcels, owned by 59 different property owners, are adjacent to the proposed project. Fifteen (15) of the 59 property owners (27 percent) signed the attendance roster.

Existing utilities will be partially replaced as part of the project. Sanitary sewer was constructed in the 1970s and only minor spot repairs are anticipated. Approximately 70% of the water main will require replacement, with the remaining 30% being left in place as it is expected to be in good condition. Existing storm sewer is mostly in backyards and will be likely be left in place, though new storm sewer will be constructed within the street to manage the majority of the runoff within the project area. A stormwater drainage basin is proposed at the north end of 4th Street NW to treat runoff before discharging to Lake Francis.

Up until the early 1990s, the streets within the project area were gravel surfaced. A paving project in 1992 and 1993 included bituminous surfacing and curb over the existing gravel roads. The streets have now reached their life expectancy and the need for utility replacement and better stormwater management will require their replacement. The streets in the project area are proposed for full reconstruction, with a new pavement section including a thicker aggregate base and new bituminous surfacing. Concrete curb and gutter will be constructed along each side of the street to manage stormwater. Streets are proposed to be constructed 28 feet wide through most of the project area with the exception of 5th Street NW, which will be constructed to 36 feet wide south of Frank Avenue NW. New sidewalk is proposed along the west side of 5th Street NW connecting existing sidewalk along the school to the Sakatah Trail.

The estimated Project Costs and Financing are summarized on the next page:

Executive Summary (Continued)

ELYSI 133849 Feasibility Report ES-2 City of Elysian, Minnesota

Project Costs

Improvement Project Cost

Sanitary Sewer Improvements $45,000

Water Main Improvements $342,000

Storm Sewer Improvements $449,000

Street Improvements $1,699,000

Total Estimated Project Cost* $2,535,000

*The estimated project cost includes estimated construction costs, plus a 10 percent contingency, plus 25 percent for project related soft costs (i.e., administrative, engineering, legal, and fiscal costs). Construction costs will be revised as the project moves forward into the final design phase (Engineer’s Estimate).

Project Financing

Source Funding % of Total

Sanitary Sewer Utility $45,000 1.8%

Water Utility $280,000 11.0%

Environmental Utility $436,000 17.2%

Assessments $590,000 23.3%

General Levy $1,045,000 41.2%

CSAH Funds (County) $139,000 5.5%

Total Estimated Project Cost $2,535,000 100.0%

Project Contribution Summary



Neighborhood Contribution (Assessments) $590,000 23.3%

City-Wide Contribution $1,806,000 71.2%


City-Wide Contribution includes Sanitary, Water, and Environmental Utility funds and General Levy.

SEH is a registered trademark of Short Elliott Hendrickson Inc.

Feasibility Report ELYSI 133849 City of Elysian, Minnesota Page i

Table of Contents Certification Page Executive Summary Table of Contents

Page

1.0 Introduction/Background ..........................................................................................1

2.0 Project Recommendations .......................................................................................1 2.1 Sanitary Sewer ................................................................................................................. 1

2.2 Water Main ....................................................................................................................... 1

2.3 Storm Sewer ..................................................................................................................... 2

2.3.1 Existing Condition ................................................................................................ 2

2.3.2 Proposed Storm Sewer ....................................................................................... 2

2.3.3 Stormwater Drainage Basin ................................................................................ 3

2.4 Streets .............................................................................................................................. 3

2.4.1 Street Widths and Locations ............................................................................... 3

2.4.2 Street Usage and Recommendations ................................................................. 4

2.5 Parking ............................................................................................................................. 5

2.6 Sidewalks ......................................................................................................................... 5

2.7 Driveways and Alleys ....................................................................................................... 5

2.8 Private Utilities .................................................................................................................. 5

3.0 CSAH Participation ....................................................................................................5

4.0 Right of Way/Easements ...........................................................................................6

5.0 Required Permits and Approvals .............................................................................6

6.0 Cost Estimates and Project Financing ....................................................................6

7.0 Proposed Assessments ............................................................................................8

8.0 Project Schedule ........................................................................................................8

9.0 Summary and Recommendations ............................................................................9

10.0 Standard of Care ........................................................................................................9

List of Tables Table 1 Street Widths and Location in R/W ....................................................................... 4

Table 2 Project Costs ......................................................................................................... 7

Table 3 Project Financing .................................................................................................. 7

Table 4 Project Contribution Summary .............................................................................. 7

Table 5 Project Schedule ................................................................................................... 8

Table of Contents (Continued)

ELYSI 133849 Feasibility Report Page ii City of Elysian, Minnesota

List of Figures Figure 1 Title Sheet

Figure 2 Proposed Improvements

Figure 3 Proposed Improvements

Figure 4 Typical Details

List of Appendices Appendix A Cost Estimates

Appendix B Preliminary Assessments

November 2015

ELYSI 133849 Page 1

Feasibility Report 2016 Street and Utility Improvement Project Prepared for City of Elysian, Minnesota

1.0 Introduction/Background On August 10, 2015, the City of Elysian accepted a Capital Improvements Plan (CIP) for improvements to the City’s core section of town (City Center), which includes the area south of Lake Francis. As part of the CIP, this CIP study area was split in to four different project areas, identified as Project A, Project B, Project C, and Project D. In the report, Project A was identified as the first project to be improved in the 2016 construction season. Project A includes an area generally between 4th Street NW and 6th Street NW north of MN Trunk Highway 60 (TH 60). See Figure 1 for the project location.

At the same August 2015 meeting that the CIP was approved, the City Council authorized SEH to prepare this Feasibility Report. The Feasibility Report outlines the scope of the project, the probable costs, the funding options, and the potential assessment amounts to the benefiting properties.

On October 27, 2015, a neighborhood meeting was held with residents adjacent to the proposed project. A description of the project was presented with preliminary drawings and assessment information. Seventy-three (73) parcels, owned by 59 different property owners, are adjacent to the proposed project. Fifteen (15) of the 59 property owners (27 percent) signed the attendance roster. Also in attendance were Public Works Director Ron Greenwald and City Administrator Lorri Kopischke, as well as Lee Istvanovich, Chris Knutson, and Chris Cavett of SEH.

2.0 Project Recommendations 2.1 Sanitary Sewer

Sanitary sewer within the project area was constructed in the early 1970s as part of a city wide sanitary sewer collection and treatment project. The sanitary sewer was constructed with polyvinyl chloride (PVC) materials which meets current standard for sanitary sewer. As the PVC sanitary sewer appears to be in good condition, its replacement is not proposed as part of the project. However, minor spot repairs are anticipated as part of the project along with new castings and seals around each of the manholes. The sanitary manhole located at the intersection of Lake Avenue NW and 4th Street NW is anticipated for full replacement so it can be relocated within the roadway, as it is currently in a driveway apron.

2.2 Water Main Information on the City’s water distribution system map gathered during the CIP process showed that existing water main within the project area is a mixture of different sizes and materials. Much of the water main within the project area was constructed before the sanitary

ELYSI 133849 Feasibility Report Page 2 City of Elysian, Minnesota

sewer and is 4-inch diameter cast iron pipe. Water main located on 5th Street NW, 6th Street NW, and the west block of Frank Avenue is newer and believed to be 6-inch or 8-inch PVC pipe.

Cast iron is susceptible to breaking and the Minnesota Department of Health (MDH) requires that water mains be a minimum of 6-inch diameter. For that reason, all water mains less than 6-inch diameter and not made of pressure grade PVC pipe shall be replaced.

In areas where water main will be replaced, water services will also be replaced. Replacement residential water services will be constructed of 1-inch diameter high density polyethylene (HDPE) pipe between the proposed water main and the connection to the existing water service, with new curb stop shutoff valves also installed. At this time, there are no commercial or industrial water service replacements anticipated as part of the project.

Two homes on the north block of 5th Street NW are currently served by a long water service off of Frank Avenue NW. It is recommended to remove the long water service and serve each of the homes off the nearest proposed water main on either Frank Avenue NW or Lake Avenue NW.

2.3 Storm Sewer 2.3.1 Existing Condition

Runoff within the project area north of Park Avenue primarily flows toward Lake Francis. This includes most of the project area. A limited amount of storm sewer and inlets located in backyards, shallow ditches, driveway culverts and storm inlets at the north end of 4th Street NW work as the stormwater collection system before discharge to the lake. The existing storm sewer is inefficient at collecting runoff as it requires drainage to flow off of the street and into the backyard storm sewer or surface drain toward Lake Francis. Because of this, stormwater often collects in property owner’s yards or in the street, causing flooding, erosion, and safety hazards to both homes and drivers.

South of Park Avenue, runoff flows toward the MN TH 60 right-of-way which eventually drains to Lake Elysian through a system of ditches, culverts, and storm sewer. Some drainage flows to storm inlets on Main Street that drain to a shallow ditch located between Main Street and Park Avenue.

2.3.2 Proposed Storm Sewer Proposed storm sewer within the project area will differ greatly from the existing condition, but is typical for urban settings. Curb and gutter constructed along each side of the street will convey drainage to catch basin inlets, typically located at low points in the road profile and at the end of each block. This will reduce the distance traveled by stormwater runoff, reducing the amount of water on the roadway by collecting runoff in the catch basins. New stormwater pipe will be constructed along most of the project areas and sized to manage a minimum 5-year rainfall event. A larger storm sewer pipe is proposed on 4th Street NW with smaller storm sewer extended west on Park Avenue, Frank Avenue, and Lake Avenue. The storm sewer on 4th Street NW will drain toward a drainage basin (see Stormwater Drainage Basin section below) or Lake Francis.

Existing storm sewer will in most cases be removed. However, it is likely much of the storm sewer located in the backyards will need to remain in place as it will not be possibly to drain those areas toward the street. With the new collection system built within the roadway, the amount of runoff draining to these areas will be greatly reduced. Existing storm sewer to be

Feasibility Report ELYSI 133849 City of Elysian, Minnesota Page 3

left in place will be connected to the proposed storm sewer. Existing storm sewer that will no longer be needed will be either removed or abandoned.

2.3.3 Stormwater Drainage Basin As noted above, most stormwater runoff within the project area flows to Lake Francis on the north side of the project. When precipitation touches the ground and eventually drains into the storm sewer, it carries with it debris and pollutants that may wash away with it. This includes sand, leaves, lawn clippings, oils, and other pollutants. Currently, these items drain directly in to the lake as there is no way to remove them.

As part of the project, it is proposed to construct a drainage basin near the outlet to Lake Francis. This basin would be constructed in the unimproved right-of-way at the north end of 4th Street NW. The basin itself would be designed to take the “first flush” of stormwater within the collection system, which often contains the most debris and pollutants. Water would then either infiltrate in to the subsoils or filtrate to drain tile before draining to the lake. The drainage basin may be planted with flowers, shrubs, small trees, and/or native grasses. A control structure just upstream of the basin to direct flow to the basin. When the water elevation within the basin reaches a certain level, likely less than 1-foot, additional flow within the storm sewer will drain bypass directly to the lake.

Manholes located directly upstream of the basin include sumps to collect the heavier debris, especially sand and gravel, before draining to the basin. They will require regular cleaning such that the collected material does not end up draining to the lake or treatment basin.

2.4 Streets Soil borings have not yet been conducted for this project. Information we have on the existing streets show that before 1993, most of the streets existed as gravel roads. In 1993, a city-wide paving project was completed where the existing gravel roads were graded and then paved with 3 inches of bituminous along with bituminous curb on each side of the street. The existing gravel thickness is estimated to vary between 3 inches and 6 inches.

The street sections shown in this report are based on our engineering judgment for the location and the pavement section that was used for the previous Main Street improvements.

The total reconstruction of the streets is proposed to include removal of existing street section, excavation and subcut excavation (where needed), regrade and realignment of street, geotextile fabric at the bottom of the street section, placement of street section including 14 inches of aggregate base, 4 inches of bituminous pavement on the local streets, 5 inches of bituminous pavement on the County road, B618 curb and gutter, and turf restoration. (See pavement section, Figure 4.)

A 6-inch drain tile is proposed to be installed at the back of curb to drain subsurface water from the street section. A sump pump service line with a lawn sump basin would be extended from the drain tile lines to the residential properties for homeowner to connect their groundwater sump pumps. The installation of a line from the house sump pump to the lawn sump basin would be the responsibility of the homeowner.

2.4.1 Street Widths and Locations The existing and proposed widths are listed in the table below and are shown on Figures 2 and 3. The street widths have been discussed at the neighborhood meetings and in the Capital Improvements Plan, and are currently proposed accordingly. As most of the project


area does not have any concrete curb, streets are not completely straight and street widths do vary. The existing street widths shown below are averages.

The existing streets are also not centered within the right-of-way, which is typically the preferred location. When reconstructing the streets, it will be desirable to place the streets as close to the center of right-of-way as feasible while still matching the existing topography. Our preliminary road locations are shown in the table below. These locations will be looked at more closely during the final design stage of the project and may be slightly modified.

Table 1 Street Widths and Location in R/W

Street From To Existing

Width Proposed

Width Proposed CL

Location in R/W

Park Avenue NW 5th Street NW 4th Street NW 24’ 28’ F-F 4’ north of center

Frank Avenue NW

6th Street NW 4th Street NW 24’ 28’ F-F Centered

Lake Avenue NW 6th Street NW 4th Street NW 24’ 28’ F-F Centered

4th Street NW Main Street NW Lake Avenue NW 24’ 28’ F-F 1.5’ west of center

5th Street NW

MN TH 60 Frank Avenue NW 24’-53’

36’ F-F

10’ bumpout at school

4’ west of center

Frank Avenue NW

Lake Avenue NW 24’ 28’ F-F 4’ west of center

6th Street NW Frank Avenue NW

Lake Avenue NW 24’ 28’ F-F Skewed alignment, similar to existing

Existing street widths are full pavement width, including bituminous curb. Proposed street widths are F-F (face-of-curb to face-of-curb).

2.4.2 Street Usage and Recommendations

Most streets within the project are primarily low traffic and serve only the residents that live in the project area. The existing street width of 24 feet would be considered the minimum for its usage. However, parking on a street of this width does make it difficult to pass through and most residents will park partially onto the boulevards to make more room. It is recommended to increase the typical street with (with the exception of 5th Street NW south of Frank Avenue) to 28 feet face-of-curb to face-of-curb. Widening the street to this width will allow more room for parking but may not visually look much wider as the bituminous pavement will only be 25 feet wide. Vehicle speeds are not anticipated to increase much due the widening of the streets.

Fifth Street NW south of Frank Avenue NW is recommended to be reconstructed to 36 feet, which will widen the existing street north of the school, narrow the street in front of the school (currently 53 feet), and be similar to the existing street width south of the school.

Through discussions with the School District, it is recommended that a parking bumpout be provided in front of the school to allow for four buses to be parked at one time. This bumpout


will be either 8 feet or 10 feet in width and allow for buses to park off of the street and provide separation to through traffic.

2.5 Parking On-street parking is not expected to be affected by this project. The 28 feet width of most of the local streets should improve the existing condition and the 36 feet width on 5th Street NW will improve parking for both school and park users.

School bus parking only will be provided in front of the school, and a parent loading/unloading zone north of the school may have hours of prohibited parking. In addition, the 36 feet street width on the county road portion of the project is below the minimum of 38 feet required for parking on both sides of the street for State Aid routes. Parking will need to be prohibited on one or both sides of the street.

2.6 Sidewalks The project area currently has a minor amount of sidewalk, located in front of the school on 5th Street NW. This sidewalk was recently replaced and is in good condition. It is desired to keep this existing sidewalk, and extend new sidewalk south of the school to the Sakatah Trail.

As sidewalks cross streets, new pedestrian ramps with truncated domes will be constructed according to Americans with Disabilities (ADA) standards. This will include the Sakatah Trail crossing at 5th Street NW. The MNDNR will be contacted regarding any requirements they may have regarding the reconstruction of the crossing.

New sidewalk was initially proposed along the south side of Frank Avenue NW between 6th Street NW and 5th Street NW and along the west side of 5th Street NW, north of the school. As recommended by the City Council, this sidewalk will not be constructed at this time. This sidewalk may still be constructed in the future, as part of a different project. As such, the grading in these locations will be designed to allow for future walk to be constructed, as best possible.

2.7 Driveways and Alleys Driveways and alleys along the project streets will be reconstructed to fit the new street, typically between 10 feet and 15 feet behind the proposed curb and gutter. It is recommended that a 5-foot concrete apron be provided at each driveways with the remainder reconstructed with material similar to their existing condition (aggregate, bituminous, or concrete). This will provide uniformity to the project and reduce the amount of sand from gravel driveways being tracked on to the street and then to the storm sewer.

2.8 Private Utilities Though not part of the street project, existing private utilities will be affected by the improvements. Conflicts with both underground utilities and power poles are anticipated. Private utilities will be contacted early on in the design process and will be required to relocate if they are conflicting with the City’s proposed work. In addition, private utilities will often consider replacement of older infrastructure as much of the area will already be disturbed due to the street improvements.

3.0 CSAH Participation One block of 5th Street NW, south of Main Street, is within the County State Aid Highway (CSAH) system. The route, CSAH 50, includes both this block and the entirety of Main Street.


On November 3, 2015, the Le Sueur County Board agreed to participate in the project and cover costs related to the reconstruction of the street and storm sewer on this block. The street and storm sewer will need to be designed according to State Aid standards and be reviewed and approved by the MnDOT office of State Aid.

4.0 Right of Way/Easements All streets within the project will fit in the public right-of-way, which is typically 70 feet wide throughout the project area. The exact location of existing storm sewer located in backyards is unknown and may require utility easements if storm sewer extensions are needed. Part of 5th Street NW along the school, including sidewalk, curb and pavement, are outside the right-of-way. Though the road will be narrowed enough to fit in the right-of-way, an easement may be necessary to include the existing sidewalk such that it can be part of public use.

As the project proceeds into detailed final design, there may be additional permanent easements and/or temporary easements that maybe identified. We will be contacting affected property owners on a case by case basis, as needed.

5.0 Required Permits and Approvals Le Sueur County Right-of-Way Permit (Main Street)

MnDOT Right-of-way Permit (TH 60)

MnDOT Drainage Permit

MNDNR Permit (Sakatah Trail)

Minnesota Department of Health (MDH) (Water Main Improvements)

Minnesota Pollution Control Agency (MPCA) (NPDES General Stormwater Permit)

6.0 Cost Estimates and Project Financing The costs quoted herein are estimates only. The actual cost of the work would be determined through the public bidding process and a reconciliation of all project related costs. Detailed cost estimates are included in Appendix A. The cost estimates include budget amounts for construction cost and project related costs, such as contingency (10 percent), as well as administrative, legal, and engineering (25 percent).

The Estimated Project Costs are Proposed Financing are summarized below (see Appendix A):


Table 2 Project Costs

Improvement Project Cost

Sanitary Sewer Improvements $45,000

Water Main Improvements $342,000

Storm Sewer Improvements $449,000

Street Improvements $1,699,000

Total Estimated Project Cost* $2,535,000

*The estimated project cost includes estimated construction costs, plus a 10 percent contingency, plus 25 percent for project related soft costs (i.e., administrative, engineering, legal, and fiscal costs). Construction costs will be revised as the project moves forward into the final design phase (Engineer’s Estimate).

Table 3

Project Financing


Sanitary Sewer Utility $45,000 1.8%

Water Utility $280,000 11.0%

Environmental Utility $436,000 17.2%

Assessments $590,000 23.3%

General Levy $1,045,000 41.2%



Table 4

Project Contribution Summary



Neighborhood Contribution (Assessments) $590,000 23.3%

City-Wide Contribution $1,806,000 71.2%


City-Wide Contribution includes Sanitary, Water, and Environmental Utility funds and General Levy.


7.0 Proposed Assessments Based on the City of Elysian’s Assessment Policy for Street and Utility Improvements, the project will be funded in part through assessments to the benefiting properties with the balance of costs paid from sewer, water, and environmental utility funds, as well as general tax levy. The assessment policy was presented to residents during the October 27, 2015, neighborhood meeting as well as the general magnitude of the assessments. It was noted that the assessment rates were subject to change before the report was finalized.

NOTE: The final recommended assessment rates presented in this report for the 2016 project are listed below and are slightly more than what was presented at the neighborhood meeting ($200 more on both the street and water service rates).

Street Assessments:

The recommended 2016 assessment rates presented in this report are:

$8,200 per residential unit

$109.33 per front-foot for Commercial/Institutional/Multi-Family

Water and Sewer Service Assessments:

The recommended assessment for residential water service is:

$1,600 per unit

At this time, there are no recommended assessments for sanitary sewer services as they are not anticipated for replacement.

8.0 Project Schedule Table 5

Project Schedule

Task Date

Neighborhood Meeting #1 October 27, 2015

Present Feasibility Study to Council & Order Public Hearing November 9, 2015*

Hold Public Hearing/Council Orders Improvement December 14, 2015*

Begin Final Plans and Specifications December 15, 2015

Present Final Plans and Specifications/Council Authorizes

Advertisement for Bids February 8, 2016*

Advertising for Bids February 18–March 17, 2016

Declare Costs to Assess and Order Assessment

Roll/Hearing March 14, 2016*

Neighborhood Plan Review Open House March 24, 2016

Bid Opening April 1, 2016

Assessment Hearing April 11, 2016*

City Council Considers Award of Bid April 11, 2016*

Construction May-September, 2016

Assessments Levied to County November, 2016

Final Paving and Warrantee Work Summer, 2017

*Milestones where City Council Actions are Required


9.0 Summary and Recommendations From the results of the feasibility study and preliminary investigations, it can be concluded that:

1. The project is feasible as it relates to general engineering principles, practices, and construction procedures as it has been presented in this report.

2. The project is necessary to maintain the city’s infrastructure.

3. The project is cost-effective when all related costs are considered - public and private.

4. The project is the first phase of the adopted Capital Improvements Plan (CIP) which recommended reconstruction of all streets in the project area.

We recommend the following:

1. Accept this feasibility report and order a public hearing to be held as soon as possible.

2. After holding the public hearing, the city council should consider ordering the improvement and authorizing the preparation of plans and specifications.

3. The cost of the improvements will be recovered through assessments to the benefitted properties and through various city contributions.

4. The City of Elysian City Council should approve the Assessment Rates as presented in this report.

10.0 Standard of Care The conclusions and recommendations contained in this report were arrived at in accordance with generally accepted professional engineering practice at this time and location. Other than this, no warranty is implied or intended.

Error! Reference source not found.

Figures Figure 1 – Title Sheet

Figure 2 – Proposed Improvements (Lake Avenue NW, Frank Avenue NW,

and 6th Street, 5th Street and 4th Street from Lake Avenue to Frank Avenue)

Figure 3 – Proposed Improvements (Park Avenue NW, 5th Street from

Frank Avenue to MH TH 60, and 4th Street from Frank Avenue to Main Street)

Figure 4 – Typical Details

Appendix A Cost Estimates

ESTIMATE OF PROBABLE COSTS - FEASIBILITY REPORT2016 STREET & UTILITY IMPROVEMENT PROJECTELYSIAN, LE SUEUR COUNTY, MINNESOTASEH NO. ELYSI 133849 / SAP TBDNOVEMBER 9, 2015

QTY TOTAL COST QTY TOTAL COST QTY TOTAL COST

2021.501 Mobilization LUMP SUM 60,000.00$ 1.0 60,000.00$ 0.1 6,000.00$ 0.9 54,000.00$ 2104.501 Remove Concrete Curb and Gutter LIN FT 3.00$ 450 1,350.00$ 80 240.00$ 370 1,110.00$ 2104.505 Remove Concrete Walk SQ YD 6.00$ 33 198.00$ - -$ 33 198.00$ 2104.505 Remove Bituminous Surface (P) SQ YD 3.00$ 14,192 42,576.00$ 1,320 3,960.00$ 12,872 38,616.00$ 2104.505 Remove Driveway Pavement SQ YD 5.00$ 1,036 5,180.00$ 28 140.00$ 1,008 5,040.00$ 2104.511 Sawing Concrete Pavement (Full Depth) LIN FT 6.00$ 80 480.00$ - -$ 80 480.00$ 2104.513 Sawing Bituminous Pavement (Full Depth) LIN FT 4.00$ 468 1,872.00$ 104 416.00$ 364 1,456.00$ 2104.523 Salvage Mail Box Support EACH 50.00$ 36 1,800.00$ - -$ 36 1,800.00$ 2105.501 Common Excavation (EV)(P) CU YD 12.00$ 8,401 100,814.67$ 561 6,737.21$ 7,840 94,077.46$ 2105.507 Subgrade Excavation CU YD 12.00$ 1,260 15,122.20$ 84 1,010.58$ 1,176 14,111.62$ 2105.604 Geotextile Fabric, Type V, (Non-Woven) SQ YD 2.50$ 19,639 49,098.06$ 1,312 3,281.11$ 18,327 45,816.94$ 2118.501 Aggregate Surfacing, Class 5 (Temporary) TON 20.00$ 240 4,800.00$ 40 800.00$ 200 4,000.00$

2118.501Aggregate Surfacing, Class 5 (Driveways, 100% Crushed Limestone)

TON 30.00$ 40 1,200.00$ - -$ 40 1,200.00$

2123.507 Investigative Excavation HOUR 450.00$ 8 3,600.00$ - -$ 8 3,600.00$ 2123.610 Street Sweeper (With Pickup Broom) HOUR 150.00$ 10 1,500.00$ 2 300.00$ 8 1,200.00$ 2130.501 Water (For Dust Control) M GALLON 40.00$ 20 800.00$ 4 160.00$ 16 640.00$ 2130.501 Water (For Turf Establishment) M GALLON 51.00$ 110 5,610.00$ 10 510.00$ 100 5,100.00$ 2211.503 Aggregate Base, Class 5 (CV) (P) CU YD 25.00$ 7,637 190,936.88$ 510 12,759.88$ 7,127 178,177.01$ 2331.603 Sawed/Sealed Joint (Bituminous) LIN FT 3.00$ 3,440 10,320.00$ 240 720.00$ 3,200 9,600.00$ 2357.502 Bituminous Material For Tack Coat (CSS-1H) GALLON 3.00$ 1,056 3,166.99$ 72 216.70$ 983 2,950.29$ 2360.501 Type SP 9.5 Wearing Course Mix (2,B) (SPWEA240B) TON 80.00$ 1,574 125,918.13$ 310 24,765.33$ 1,264 101,152.80$ 2360.501 Type SP 12.5 Non-wearing Course Mix (2,B) (SPNWB230B) TON 74.00$ 2,107 155,943.90$ - -$ 2,107 155,943.90$

2360.503Type SP 12.5 Wearing Course Mix (2,B) (SPWEB240B) 3" Thick w/6" Aggregate Base (Trail)

SQ YD 43.00$ 20 860.00$ 20

860.00$ -

-$

2502.5416" PE Corr. Perf. Pipe Drain w/Geotextile Wrap and Coarse Filter Aggregate (3149.2H)

LIN FT 9.00$ 9,388 84,492.00$ 475 4,275.00$ 8,913 80,217.00$

2502.602 6" PVC Cleanout (Drain Tile) EACH 270.00$ 10 2,700.00$ - -$ 10 2,700.00$ 2502.602 Lawn Sump Catch Basin (Total Unit) EACH 225.00$ 49 11,025.00$ - -$ 49 11,025.00$ 2504.602 Adjust Gate Valve EACH 200.00$ 3 600.00$ - -$ 3 600.00$ 2504.602 Adjust Manhole Casting EACH 300.00$ 10 3,000.00$ - -$ 10 3,000.00$ 2521.501 4" Concrete Walk w/4" Aggregate Base SQ FT 5.00$ 7,180 35,900.00$ 840 4,200.00$ 6,340 31,700.00$ 2521.501 6" Concrete Walk (Pedestrian Ramp) w/4" Aggregate Base SQ FT 9.00$ 500 4,500.00$ 250 2,250.00$ 250 2,250.00$ 2531.501 Concrete Curb & Gutter, Design B618 LIN FT 13.00$ 9,388 122,044.00$ 475 6,175.00$ 8,913 115,869.00$

2531.5077" Concrete Driveway Pavement w/6" Aggregate Base (Residential)

SQ YD 58.00$ 2,037 118,142.13$ - -$ 2,037 118,142.13$

2531.5078" Concrete Driveway Pavement w/12" Aggregate Base (Commercial)

SQ YD 64.00$ 60 3,840.00$ - -$ 60 3,840.00$

2531.618 Truncated Domes SQ FT 40.00$ 100 4,000.00$ 60 2,400.00$ 40 1,600.00$ 2540.602 Install Mail Box Support EACH 100.00$ 31 3,100.00$ 3 300.00$ 28 2,800.00$ 2563.601 Traffic Control LUMP SUM 20,000.00$ 1 20,000.00$ 0.1 2,000.00$ 0.9 18,000.00$ 2564.531 Sign Panels Type C SQ FT 50.00$ 192 9,600.00$ 31 1,550.00$ 161 8,050.00$ 2573.502 Silt Curtain Type Still LIN FT 20.00$ 80 1,600.00$ - -$ 80 1,600.00$ 2573.533 Sediment Control Log Type Straw LIN FT 3.00$ 50 150.00$ - -$ 50 150.00$ 2573.602 Temporary Rock Construction Entrance EACH 920.00$ 8 7,360.00$ 1 920.00$ 7 6,440.00$ 2573.601 Temporary Trail Crossing LUMP SUM 4,000.00$ 1 4,000.00$ 1 4,000.00$ - -$ 2575.523 Erosion Control Blankets Category 3 SQ YD 2.50$ 1,200 3,000.00$ - -$ 1,200 3,000.00$ 2575.604 Turf Establishment SQ YD 3.00$ 11,033 33,100.00$ 533 1,600.00$ 10,500 31,500.00$ 2582.502 4" Solid Line White-Epoxy LIN FT 0.85$ 1,800 1,530.00$ 200 170.00$ 1,600 1,360.00$ 2582.502 4" Broken Line Yellow-Epoxy LIN FT 1.80$ 180 324.00$ 40 72.00$ 140 252.00$ 2582.502 8" Solid Line White- Epoxy Crosswalk (Ground In) LIN FT 1.00$ 72 72.00$ 72 72.00$ - -$

Item DescriptionItem No.

CSAH PARTICIPATING NON-PARTICIPATINGPROJECT TOTALS

Unit PriceUnit

Street, Curb and Gutter, Drainage Pipe, Driveways

Printed: 11/17/2015, 2:26 PM SHORT ELLIOTT HENDRICKSON INC. Page 1 of 3

QTY TOTAL COST QTY TOTAL COST QTY TOTAL COSTItem DescriptionItem No.


Unit PriceUnit

2582.502 24" Solid Line White-Epoxy (Ground In) LIN FT 4.00$ 24 96.00$ 24 96.00$ - -$

Street, Curb and Gutter, Drainage Pipe, Driveways Subtotal 1,258,000.00$ 93,000.00$ 1,165,000.00$

2104.501 Remove Pipe Sewer (Storm) LIN FT 8.00$ 200 1,600.00$ - -$ 200 1,600.00$ 2104.509 Remove Catch Basin EACH 250.00$ 6 1,500.00$ - -$ 6 1,500.00$ 2451.609 Crushed Rock (Pipe Foundation) Mn/DOT 3149.2H TON 30.00$ 105 3,150.00$ 5 150.00$ 100 3,000.00$ 2501.515 15" RC Pipe Apron EACH 1,000$ 1 1,000.00$ - -$ 1 1,000.00$ 2501.515 18" RC Pipe Apron EACH 1,200$ 1 1,200.00$ 1 1,200.00$ - -$ 2501.515 30" RC Pipe Apron EACH 1,500.00$ 1 1,500.00$ - -$ 1 1,500.00$

2502.5416" PE Corr. Perf. Pipe Drain w/Geotextile Wrap and Coarse Filter Aggregate (3149.2H)(Filtration Basin)

LIN FT 15.00$ 120 1,800.00$ - -$ 120 1,800.00$

2502.602 6" PVC Cleanout (Drain Tile, Filtration Basin) EACH 400.00$ 1 400.00$ - -$ 1 400.00$ 2503.541 12" RC Pipe Sewer Design 3006 Cl V LIN FT 36.00$ 540 19,440.00$ 40 1,440.00$ 500 18,000.00$ 2503.541 15" RC Pipe Sewer Design 3006 Cl V LIN FT 38.00$ 1,300 49,400.00$ - -$ 1,300 49,400.00$ 2503.541 18" RC Pipe Sewer Design 3006 Cl III LIN FT 42.00$ 1,090 45,780.00$ 40 1,680.00$ 1,050 44,100.00$ 2503.541 24" RC Pipe Sewer Design 3006 Cl III LIN FT 50.00$ 500 25,000.00$ - -$ 500 25,000.00$ 2503.541 30" RC Pipe Sewer Design 3006 Cl III LIN FT 60.00$ 150 9,000.00$ - -$ 150 9,000.00$ 2503.602 Connect to Existing Storm Sewer EACH 650.00$ 4 2,600.00$ - -$ 4 2,600.00$ 2503.603 Plug, Fill & Abandon Pipe Sewer (Storm) LIN FT 10.00$ 200 2,000.00$ - -$ 200 2,000.00$ 2503.603 Clean & Televise Pipe Sewer LIN FT 6.00$ 900 5,400.00$ - -$ 900 5,400.00$ 2506.501 Construct Drainage Structure Design 48-4020 LIN FT 300.00$ 165 49,500.00$ 5 1,500.00$ 160 48,000.00$ 2506.501 Construct Drainage Structure Design 60-4020 LIN FT 375.00$ 20 7,500.00$ - -$ 20 7,500.00$ 2506.501 Construct Drainage Structure Design Special (Type 477) LIN FT 250.00$ 54 13,500.00$ 4 1,000.00$ 50 12,500.00$ 2506.516 Casting Assembly (Storm) EACH 600.00$ 38 22,800.00$ 2 1,200.00$ 36 21,600.00$ 2506.601 Construct and Prepare Drainage Basin LUMP SUM 40,000.00$ 1 40,000.00$ - -$ 1 40,000.00$ 2506.601 Construct Stormwater BMP EACH 1,200.00$ 10 12,000.00$ - -$ 10 12,000.00$ 2506.601 Control Structure EACH 8,000.00$ 1 8,000.00$ - -$ 1 8,000.00$ 2511.501 Riprap Class III w/Geotextile Filter, Type IV CU YD 85.00$ 26 2,210.00$ 6 510.00$ 20 1,700.00$ 2573.530 Storm Drain Inlet Protection EACH 125.00$ 40 5,000.00$ 2 250.00$ 38 4,750.00$

Storm Sewer Subtotal 332,000.00$ 9,000.00$ 323,000.00$

2104.501 Remove Pipe Sewer (Sanitary - PVC) EACH 5.00$ 12 60.00$ - -$ 12 60.00$ 2104.509 Remove Manhole (Sanitary) EACH 500.00$ 1 500.00$ - -$ 1 500.00$ 2503.602 Connect to Existing Sanitary Sewer EACH 800.00$ 3 2,400.00$ - -$ 3 2,400.00$ 2503.603 8" PVC SDR 35 Sanitary Sewer (Regardless of Depth) LIN FT 50.00$ 12 600.00$ - -$ 12 600.00$ 2506.516 Casting Assembly, Neenah R-1642 w/Concealed Pick Holes EACH 600.00$ 10 6,000.00$ - -$ 10 6,000.00$ 2506.601 Sanitary Spot Repair LUMP SUM 4,000.00$ 3 12,000.00$ - -$ 3 12,000.00$ 2506.602 External Manhole Seal (Sanitary) EACH 215.00$ 10 2,150.00$ - -$ 10 2,150.00$ 2506.603 Construct Sanitary Manhole Design 4007 LIN FT 400.00$ 22 8,800.00$ - -$ 22 8,800.00$

Sanitary Sewer Subtotal 33,000.00$ -$ 33,000.00$

2104.501 Remove Water Main LIN FT 3.00$ 2,900 8,700.00$ - -$ 2,900 8,700.00$ 2104.523 Salvage or Remove Gate Valve / Gate Valve Manhole EACH 250.00$ 3 750.00$ - -$ 3 750.00$ 2104.523 Salvage or Remove Hydrant EACH 300.00$ 7 2,100.00$ - -$ 7 2,100.00$ 2504.602 Connect to Existing Water Main EACH 1,100.00$ 7 7,700.00$ - -$ 7 7,700.00$ 2504.602 Hydrant (Waterous WB67-250) EACH 3,800.00$ 8 30,400.00$ - -$ 8 30,400.00$ 2504.602 6" Gate Valve and Box EACH 1,500.00$ 8 12,000.00$ - -$ 8 12,000.00$ 2504.602 8" Gate Valve and Box EACH 2,100.00$ 12 25,200.00$ - -$ 12 25,200.00$ 2504.602 1" Corporation Stop w/Saddle EACH 350.00$ 39 13,650.00$ - -$ 39 13,650.00$ 2504.602 1" Curb Stop and Box EACH 350.00$ 39 13,650.00$ - -$ 39 13,650.00$ 2504.603 1" Service Pipe, Type PE w/ Tracer Wire LIN FT 26.00$ 1,400 36,400.00$ - -$ 1,400 36,400.00$

Water Main

Sanitary Sewer

Storm Sewer


QTY TOTAL COST QTY TOTAL COST QTY TOTAL COSTItem DescriptionItem No.


Unit PriceUnit

2504.603 6" PVC C-900 DR 18 Water Main w/Tracer Wire (Hydrant, Main) LIN FT 31.00$ 100 3,100.00$ - -$ 100 3,100.00$

2504.603 8" PVC C-900 DR 18 Water Main w/Tracer Wire LIN FT 32.00$ 2,900 92,800.00$ - -$ 2,900 92,800.00$ 2504.604 4" Polystyrene Insulation SQ YD 40.00$ 28 1,120.00$ - -$ 28 1,120.00$ 2504.608 Water Main Fittings POUND 8.00$ 600 4,800.00$ - -$ 600 4,800.00$

Water Main Subtotal 253,000.00$ -$ 253,000.00$

TOTAL CONSTRUCTION COST 1,876,000.00$ 102,000.00$ 1,774,000.00$ 10% CONTINGENCY COST 189,000.00$ 11,000.00$ 178,000.00$ 25% PROJECT RELATED COST 470,000.00$ 26,000.00$ 444,000.00$ TOTAL PROJECT COSTS 2,535,000.00$ 139,000.00$ 2,396,000.00$

STREET IMPROVEMENTS 1,258,000$ 125,800$ 314,500$ 1,699,000$ 67.0%STORM SEWER IMPROVEMENTS 332,000$ 33,200$ 83,000$ 449,000$ 17.7%SANITARY SEWER IMPROVEMENTS 33,000$ 3,300$ 8,250$ 45,000$ 1.8%WATER MAIN IMPROVEMENTS 253,000$ 25,300$ 63,250$ 342,000$ 13.5%

1,876,000$ 187,600$ 469,000$ 2,535,000$ 100.0%

PROJECT FUNDINGSANITARY SEWER FUND 45,000$ 1.8%WATER UTILITY FUND 280,000$ 11.0%ENVIRONMENTAL UTILITY FUND 436,000$ 17.2%STATE AID 139,000$ 5.5%ASSESSMENTS 590,000$ 23.3%GENERAL LEVY 1,045,000$ 41.2%TOTAL FUNDING 2,535,000$ 100.0%

PROJECT COST SUMMARY% OF PROJECT

COSTCONST. COST 10% CONT.

25% PR. RELATED.

PROJECT COST


Appendix B Preliminary Assessments

B-1 – Draft Assessment Roll B-2 – Preliminary Assessment Map

B-3 – Assessment Policy Map

ASSESSMENT ROLL2016 STREET AND UTILITY IMPROVEMENT PROJECTELYSIAN, MINNESOTA DRAFT

Line Parcel No. Name1 Name2 Address 1 Address 2 PropertyAddress City State Zip Code Legal

Water Service

Unit

Residential/Domestic Water Service Assess.

@ $1,700 Per Unit

Residential Reconstructed

Street Unit


Street Assess. @ $8,200 Per Unit

Commercial / Institutional / Multi-Family

Reconstructed Street Unit (FF)

Commercial / Institutional / Multi-

Family Reconstructed Street Assess. @

$109.33 Per FF Total Assessment

116.410.0070 CLARE M GENZ REV TRUST PO BOX 582874 402 LAKE AVE W MINNEAPOLIS MN 55458 CITY OF ELYSIAN Block-003 LOT 1 & E 37 1/2

FT OF LOT 21 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

216.410.0080 MICHAEL & DONNA BRAGE 7780 PRAIRIE GRASS PATH 404 LAKE AVE W PRIOR LAKE MN 55372 CITY OF ELYSIAN Block-003 W 12 1/2 FT OF

LOT 2 & E 1/2 OF LOT 31 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

316.410.0090 KAREN BOYCE 26046 CLARKSTON DR 406 LAKE AVE W BONITA

SPRINGSFL 34135 CITY OF ELYSIAN Block-003 LOT 4 & W 1/2 OF

LOT 31 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

4 16.410.0100 LAWRENCE & MARGARET KROPINSKI 54 ROSLYN RD 408 LAKE AVE W NEW ULM MN 56073 CITY OF ELYSIAN Lot-005 Block-003 1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

5 16.410.0110 WADE & CARLA BECKER 20 SKYLINE DR 410 LAKE AVE W MANKATO MN 56001 CITY OF ELYSIAN Lot-006 Block-003 1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

6 16.410.0120 SCOTT O REEBIE 6 AUGUSTA PL 412 LAKE AVE W OWATONNA MN 55060 CITY OF ELYSIAN Lot-007 Block-003 1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

7 16.410.0130 JAMES R SAUER & DAVID H SAUER 13967 KENSINGTON AVE NE 512 LAKE AVE W PRIOR LAKE MN 55372 CITY OF ELYSIAN Lot-001 Block-004 E 50 FT 1/3 $533.33 1 $8,200.00 0 $0.00 $8,733.33

8

16.410.0140 MARK J & KRISTY R SYBILRUD 514 LAKE AVE 514 LAKE AVE W ELYSIAN MN 56028 CITY OF ELYSIAN Lot-001 Block-004 E 40 FT OF W 115 FT ALSO INCLU DING & CONVEYING ALL PROPERTY, RIGHT, & INTEREST ACQUIRED IN THE PORTION OF "LAKESIDE DRIVE " STREET

1/3 $533.33 1 $8,200.00 0 $0.00 $8,733.33

916.410.0160 DANIEL K & SUSAN C ADAMS 9581 54TH AVE SE 510 LAKE AVE W BLOOMING

PRAIRIEMN 55917 CITY OF ELYSIAN Block-004 LOT 5 LESS S 65

FT & W 1FT OF N 59.8 FT OF LOT 6 1/3 $533.33 1 $8,200.00 0 $0.00 $8,733.33

10

16.410.0150 DOUGLAS R OSWALD 65982 145TH ST 516 LAKE AVE W ADAMS MN 55909 CITY OF ELYSIAN Block-004 LOTS 2-3-4 & W 75 FT OF LOT 1 AND NORTHERLY PORTION OF VACAT ED LAKESIDE DRIVE ABUTTING LOT 1

1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

1116.410.0170 JEREMY A & KIMBERLY BROWN PO BOX 36 508 LAKE AVE W ELYSIAN MN 56028 CITY OF ELYSIAN Block-004 LOT 7 & S 65 FT

OF LOT 5 & LOT 6 LESS W 1FT OF N 59.8 FT1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

1216.410.0180 ARLEN R & BETTY J STEELE TRUST 723 REICHELS CIR 502 LAKE AVE W STEWARTVILLE MN 55976 CITY OF ELYSIAN Lot-008 Block-004 1/3

INTEREST IN LOT 8 1/3 $533.33 1/3 $2,706.00 0 $0.00 $3,239.33

1316.410.0190 RICHARD J & NANCY L MALAY 2022 PAULIS DR 506 LAKE AVE W FARIBAULT MN 55021 CITY OF ELYSIAN Lot-008 Block-004 1/3

INTEREST IN LOT 8 1/3 $533.33 1/3 $2,706.00 0 $0.00 $3,239.33

1416.410.0200 BARBARA J & BRUCE STARKE 109 CARON DR 504 LAKE AVE W MANKATO MN 56001 CITY OF ELYSIAN Lot-008 Block-004 1/3

INTEREST IN LOT 8 1/3 $533.33 1/3 $2,706.00 0 $0.00 $3,239.33

1516.410.0210 CHELSEA J SCOTT 305 6TH ST NW 305 6TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-006 S 1/2 OF LOTS 1-2-

3-40 $0.00 1 $8,200.00 0 $0.00 $8,200.00

1616.410.0220 GRAYDON T OLSON 307 6TH ST NW 307 6TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-006 N 1/2 OF LOTS 1-2-

3-40 $0.00 0.5 $4,100.00 0 $0.00 $4,100.00

17 16.410.0250 RITA J VOGLER 301 6TH ST NW PO BOX 242 301 6TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-006 LOTS 13-14 0 $0.00 0.5 $4,100.00 0 $0.00 $4,100.00

1816.410.0260 SUSAN M QUIRAM 305 4TH ST NW PO BOX 354 305 4TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-008 LOT 1 & E 18 FT

OF LOT 21 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

1916.410.0270 MICHAEL & DONNA BRAGE 7780 PRAIRIE GRASS PATH 403 LAKE AVE W PRIOR LAKE MN 55372 CITY OF ELYSIAN Block-008 .38 AC E 18 FT OF

LOT 4,ALL OF LOT 3, & LOT 2 LESS E 18 FT1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

2016.410.0280 LARRY & ROBERTA RADKE PO BOX 84 405 LAKE AVE W ELYSIAN MN 56028 CITY OF ELYSIAN Block-008 .10 AC LOT 4 LESS

W 3 FT & LESS E 18 FT0 $0.00 0 $0.00 0 $0.00 $0.00

2116.410.0290 LARRY & ROBERTA RADKE PO BOX 84 405 LAKE AVE W ELYSIAN MN 56028 CITY OF ELYSIAN Block-008 LOT 5 & E 1/2 OF

LOT 6 & W 3 FT OF LOT 41 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

2216.410.0300 DELORES FRECHETTE 407 LAKE AVE NW PO BOX 244 407 LAKE AVE W ELYSIAN MN 56028 CITY OF ELYSIAN Block-008 LOT 7 & W 1/2 LOT

61 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

2316.410.0310 BRENT LARSON 406 FRANK AVE NW 406 FRANK AVE NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-008 LOTS 8 & 9 & 10 1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

24 16.410.0330 DONALD R CARNAHAN 402 FRANK AVE W 402 FRANK AVE NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-008 LOTS 11 & 12 1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

25 16.410.0340 KEVIN L PLANTE 301 4TH ST NW 301 4TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-008 LOTS 13 & 14 1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

26 16.410.0510 ASHLEY W & RACHAEL S WETZEL 304 PARK AVE NW 304 PARK AVE NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-012 LOTS 8-9-10-11-12 1 $1,600.00 0.5 $4,100.00 0 $0.00 $5,700.00

2716.410.0530 VIRGIL & LORETTA ENGEL PO BOX 54 202 4TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-012 LOTS 13-14-15-16-

17-181 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

28 16.410.0540 DAVID P WOLFF 307 FRANK AVE NW 307 FRANK AVE NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-012 LOTS 19-20-21 1 $1,600.00 0.5 $4,100.00 0 $0.00 $5,700.00

29

16.410.0550 NU HORIZONS HOLDINGS LLC 511 W HWY 60 PO BOX 247 406 PARK AVE NW ELYSIAN MN 56028 CITY OF ELYSIAN E 80.02 FT OF LOTS 15-16 & E 80.02 FT OF S 15 FT OF LOT 17 IN WALNUT SQUARE & THAT PART OF VACATED ALLEY ADJOINING BEG AT SE COR OF LOT 15, TH N 115 FT, E 20 FT, S 115 FT, W 20 FT TO BEG IN CITY OF ELYSIAN

1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

30

16.410.0552 SHANE & HEATHER SNESRUD 202 5TH ST NW 202 5TH ST ELYSIAN MN 56028 CITY OF ELYSIAN LOT 18 & W 10 FT OF ADJOINING VACATED ALLEY & N 35 FT OF LOT 17 & ENTIRE PORTION OF VACATED ALLEY ADJACENT THERE TO IN WALNUT SQUARE

0 $0.00 1 $8,200.00 0 $0.00 $8,200.00

31

16.410.0553 NU HORIZONS HOLDINGS LLC 511 W HWY 60 PO BOX 247 200 5TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN W 85 FT OF LOTS 15 & 16 & W 85 FT OF S 15 FT OF LOT 17 IN WALNUT SQUARE

0 $0.00 1 $8,200.00 0 $0.00 $8,200.00

PREPARED BY: Short Elliott Hendrickson Inc. Page 1 of 3Draft-November 9, 2015

Printed - 11/6/2015, 12:53 PM



Water Service

Unit


@ $1,700 Per Unit


Street Unit








3216.410.0555 PAUL & LISA BECKER 23800 GREENLAND RD (empty) MADISON LAKE MN 56063 CITY OF ELYSIAN W 80 FT OF LOTS 19-20-21

IN WALNUT SQUARE1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

33

16.410.0557 LARRY A & JOYCE REEDER 405 FRANK AVE NW 405 FRANK AVE NW ELYSIAN MN 56028 CITY OF ELYSIAN E 85 FT OF LOTS 19-20-21 & W 5 FT OF VACATED ALLEY ADJOINING IN WALNUT SQUARE

1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

34

16.410.0560 LORRAINE THURBER 205 4TH ST NW PO BOX 127 205 4TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN LOTS 7 & 8 & E 10 FT OF VACATED ALLEY ADJOINING IN WALNUT SQUARE

1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

35

16.410.0570 DONALD & HEATHER DOEHLING PO BOX 173 207 4TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN BEG AT NE COR OF WALNUT SQUARE TH W 100 FT, S 150 FT, E 100 FT, TH N 150 FT TO BEG

1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

3616.410.0580 ADELINE BUSS 403 FRANK AVE W P O BOX 214 403 FRANK AVE NW ELYSIAN MN 56028 CITY OF ELYSIAN 80 X 150 FT IN WALNUT

SQUARE1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

3716.410.0590 STEVEN & JOYCE RITCHISON 101 4TH ST NW 101 4TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-017 LOTS 1 THRU 6 2 $3,200.00 2 $16,400.00 0 $0.00 $19,600.00

3816.410.0595 WAYNE O JAMES & STEVEN D JAMES PO BOX 59 (empty) ELYSIAN MN 56028 CITY OF ELYSIAN Block-017 LOTS 9 THRU 15 2 $3,200.00 2.5 $20,500.00 0 $0.00 $23,700.00

3916.410.0600 JACOB & LESLIE LEE 400 MAIN ST W 400 MAIN ST W ELYSIAN MN 56028 CITY OF ELYSIAN Block-017 LOTS 7-8 BLOCK

171 $1,600.00 0.5 $4,100.00 0 $0.00 $5,700.00

4016.410.0650 REBECCA R KELLEY PO BOX 41 102 4TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-018 LOTS 12-13-14 &

W 1/2 OF LOT 111 $1,600.00 0.5 $4,100.00 0 $0.00 $5,700.00

4116.410.0660 ALVIN & DORIS COON PO BOX 156 306 MAIN ST W ELYSIAN MN 56028 CITY OF ELYSIAN Block-018 LOTS 26-27-28 &

W 20 FT OF LOT 251 $1,600.00 0.5 $4,100.00 0 $0.00 $5,700.00

42

16.410.0970 WAYNE & PATRICIA SEIFERT 504 FRANK AVE NW PO BOX 32 504 FRANK AVE NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-007 E 47 FT OF LOT 11, LOT 12 & W 13 FT OF LOT 13 & W 3 FT OF S 59 FT OF LOT 11 & E 6 FT OF S 59 FT OF LOT 10

0 $0.00 1 $8,200.00 0 $0.00 $8,200.00

4316.410.0980 DAVID & TAMARA VENDT 301 5TH ST NW 301 5TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-007 LOT 14 & E 37 FT

OF LOT 131 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

44

16.410.0990 DAVID D BELL 304 6TH ST NW 304 6TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-007 .68 AC LOTS 8-9, LOT 10 LESS E 6 FT OF S 59 FT & W 3 FT OF LOT 11 LESS S 59 FT & THAT PART OF LOTS 4-5-6-7 DESCRIBED AS FOLLOWS: BEG AT SW COR OF LOT 7, TH N 43.93 FT, SE 155.46FT, S 17.02 FT, W TO BEG, ALL IN BLK 7

1 $1,600.00 2 $16,400.00 0 $0.00 $18,000.00

45

16.410.0997 MARY J GREGOR 505 LAKE AVE NW PO BOX 103 505 LAKE AVE NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-007 THAT PART OF LOTS 6-7 & OF W 10 FT OF LOT 5 LYING N OF THE FOLLOWING DESCRIBED LINE: BEG 43.93 FT N OF SW COR OF LOT 7, TH SE 155.46 FT, S 17.02 FT AND TERMINATING, ALL IN BLK7

1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

46

16.410.0998 DENNIS E & KRISTIN M KRAUSE 503 LAKE AVE NW 503 LAKE AVE NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-007 .40 AC W 20 FT OF LOT 3 & THAT PART OF LOT 4 & OF E 40 FT OF LOT 5 LYING N & E OF THE FOLLOWING DESCRIBED LINE: BEG 43.93 FT N OF SW COR OF LOT 7, TH SE 155. 46 FT, S 17.02 FT AND TERMINATING, ALL IN BLK 7

1 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

4716.410.1000 JOHN & RAMONA CARPENTER & BARBARA C NELSON 918 STRATFORD LN W BURNSVILLE MN 55337 CITY OF ELYSIAN Block-005 0 $0.00 0 $0.00 0 $0.00 $0.00

4816.410.1010 THOMAS & JEANNETTE CRAWMER SR 501 LAKE AVE NW PO BOX 323 501 LAKE AVE NW ELYSIAN MN 56028 CITY OF ELYSIAN Block-007 LOTS 1 & 2 & E 30

FT OF LOT 31 $1,600.00 1 $8,200.00 0 $0.00 $9,800.00

4916.480.0010 JEFFREY & MARY LOVELESS 1940 WOODCREST DR NE 314 4TH ST NW OWATONNA MN 55060 WOODBINE TOWNHOUSES/CIC#31 Lot-001

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

5016.480.0020 DENNIS & JOYCE FINDLEY PO BOX 184 312 4TH ST ELYSIAN MN 56028 WOODBINE TOWNHOUSES/CIC#31 Lot-002

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

5116.480.0030 SHIRLEY A TETZLOFF 310 4TH ST NW PO BOX 236 310 4TH ST NW ELYSIAN MN 56028 WOODBINE TOWNHOUSES/CIC#31 Lot-003

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

5216.480.0040 JAY M & EMMY J BUBOLTZ 120 PEBBLE CREEK CT 308 4TH ST NW MANKATO MN 56001 WOODBINE TOWNHOUSES/CIC#31 Lot-004

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

5316.480.0050 ALLAN & LOUISE I LONEY 306 4TH ST NW 306 4TH ST NW ELYSIAN MN 56028 WOODBINE TOWNHOUSES/CIC#31 Lot-005

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

5416.480.0060 CHARLES A & DARLENE D SASSE 304 4TH ST NW PO BOX 101 304 4TH ST NW ELYSIAN MN 56028 WOODBINE TOWNHOUSES/CIC#31 Lot-006

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

5516.480.0070 BRAD SMITH & LORETTA F MANN-

SMITH423 DOPPY LN 302 4TH ST NW LE SUEUR MN 56058 WOODBINE TOWNHOUSES/CIC#31 Lot-007

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67


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Water Service

Unit


@ $1,700 Per Unit


Street Unit








5616.480.0080 RICHARD E & JUDITH E CONROY PO BOX 208 300 4TH ST NW ELYSIAN MN 56028 WOODBINE TOWNHOUSES/CIC#31 Lot-008

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

5716.480.0090 JOHN E & JANET K HOEFT PO BOX 181 306 FRANK AVE NW ELYSIAN MN 56028 WOODBINE TOWNHOUSES/CIC#31 Lot-009

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

5816.480.0100 DAVID C & HEIKE HARVEY 18634 IRVINE WAY 304 FRANK AVE NW LAKEVILLE MN 55044 WOODBINE TOWNHOUSES/CIC#31 Lot-010

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

5916.480.0110 DAWN I KRAUS 16600 IRWINDALE WAY 302 FRANK AVE NW LAKEVILLE MN 55044 WOODBINE TOWNHOUSES/CIC#31 Lot-011

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

6016.480.0120 ROBERT C NIENOW 58525 142ND ST 300 FRANK AVE NW MAPLETON MN 56065 WOODBINE TOWNHOUSES/CIC#31 Lot-012

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

6116.480.0130 CHARLES E & LORETTA K JAMERSON 301 3RD ST NW 301 3RD ST NW ELYSIAN MN 56028 WOODBINE TOWNHOUSES/CIC#31 Lot-013

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

6216.480.0140 SUPALLA FAMILY ACRES LLC 23639 155TH ST 303 3RD ST NW NEW RICHLAND MN 56072 WOODBINE TOWNHOUSES/CIC#31 Lot-014

Block-001 1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

6316.480.0150 RICHARD K & VERNEIL J EWERT 1511 SHAKOPPE AVE 305 3RD ST NW SHAKOPEE MN 55379 WOODBINE TOWNHOUSES/CIC#31 Lot-015

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

6416.480.0160 NEIL W & DIANE M FALKEN 125 RIDGE RD 307 3RD ST NW OWATONNA MN 55060 WOODBINE TOWNHOUSES/CIC#31 Lot-016

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

6516.480.0170 ROGER V & ELLEN E HANSON 309 3RD ST NW 309 3RD ST NW ELYSIAN MN 56028 WOODBINE TOWNHOUSES/CIC#31 Lot-017

1980 SQ ST (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

6616.480.0180 RALPH TRABANT TRUST 311 3RD ST NW PO BOX 516 311 3RD ST NW ELYSIAN MN 56028 WOODBINE TOWNHOUSES/CIC#31 Lot-018

1980 SQ FT (CIC #31)0 $0.00 0 $0.00 23 $2,514.67 $2,514.67

6716.480.0190 WOODBINE TOWNHOUSE ASSN INC PO BOX 144 ELYSIAN MN 56028 WOODBINE TOWNHOUSES/CIC#31 Lot-019

LOT 19 (COMMON AREA) (CIC #31)0 $0.00 0 $0.00 0 $0.00 $0.00

68

16.999.0020 METHODIST CHURCH 201 4TH ST NW PO BOX 525 201 4TH ST NW ELYSIAN MN 56028 CITY OF ELYSIAN .58 AC LOTS 9-10-11-12-13-14 &N 35 FT OF S 150 FT OF E 10 FT OF VACATED ALLEY ADJOINING IN WALNUT SQUARE

1 $1,600.00 0 $0.00 240 $26,240.00 $27,840.00

69

16.999.0030 DNR REAL ESTATE MGT C/O TAX SPECIALIST BOX 30

500 LAFAYETTE RD SAINT PAUL MN 55155 CITY OF ELYSIAN 3.31 AC A STRIP OF LAND 200 FT WIDE RUNNING ACROSS BLOCKS 17-18-19-20-21-22 & THAT PART OF MAIN ST & 1ST ST ADJOINING, LESS THAT PARCEL OF LAND BOUNDED BY MAIN ST, ON N 3RD ST ON W TH #60 ON S & 2ND ST ON E (PARCEL E171) STATE TRAIL & LESS .43 AC

0 $0.00 0 $0.00 0 $0.00 $0.00

70

16.999.0150 DNR REAL ESTATE MGT C/O TAX SPECIALIST BOX 30

500 LAFAYETTE RD SAINT PAUL MN 55155 3.21 AC A STRIP OF LAND 100 FT WIDE RUNNING ACROSS BLOCKS 15 & 16 & THAT PART OF SW 1/4 OF SW 1/4 OF SEC 35 LYING W'LY OF W LINE OF BLOCK 15, & THAT PART OF MAIN ST. LYING S'LY OF & ADJOINING BLOCK 16 (STATE TRAIL)

0 $0.00 0 $0.00 0 $0.00 $0.00

7116.999.0180 SCHOOL DIST 2143 500 PAQUIN ST E 101 5TH ST NW WATERVILLE MN 56096 CITY OF ELYSIAN 4.78 AC BLOCKS 13 & 16

(SCHOOL)0 $0.00 0 $0.00 875 $95,666.67 $95,666.67

TOTALS 39 $62,400.00 44 $360,718.00 1529 $167,170.67 $590,288.67

Corner lot with both sides abutting streets in project area.CICNo GIS data; 1/3 interest; 3 PIDs.


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