feasibility report - champlin, minnesota · feasibility report 2019 mill and overlay improvements...

FEASIBILITY REPORT

2019 MILL AND OVERLAY IMPROVEMENTS

JERSEY AVENUE, 114th LANE/LOUISIANA AVENUE, AND OREGON AVENUE

MAY 13, 2019

Prepared for:City of Champlin11955 Champlin DriveChamplin, MN 55316

CITY PROJECT NO. 21904

WSB PROJECT NO. R-014046-000

Feasibility Report2019 Mill and Overlay Improvements Jersey Avenue, 114th Lane/Louisiana Avenue and Oregon AvenueCity of Champlin, MNCity Project No. 21904WSB Project No. R-014046-000

FEASIBILITY REPORT

2019 MILL AND OVERLAP IMPROVEMENTS JERSEY AVENUE, 114TH LANE/LOUISIANA AVENUE AND OREGON AVENUE

CITY PROJECT NO. 21904

FOR THE

CITY OF CHAMPLINHENNEPIN COUNTY, MINNESOTA

MAY 13, 2019

Prepared By:

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May 13, 2019

Honorable Mayor and City CouncilCity of Champlin11955 Champlin DriveChamplin, MN 55316

Re: Feasibility Report2019 Mill and Overlay Improvements Jersey Avenue, 114th Lane/Louisiana Avenue, and Oregon AvenueCity Project No. 21904City of Champlin, MNWSB Project No. R-012696-000

Dear Mayor and City Council Members:

The enclosed Feasibility Report identifies the estimated cost and proposed cost recovery for rehabilitation of the local streets by surface mill and bituminous overlay within Jersey Avenue, 114th Lane/Louisiana Avenue and Oregon Avenue.

We would be happy to discuss this report with you at your convenience. If you have any questions, please do not hesitate to call me at 612.219.2553.

Sincerely,

WSB

Timothy C. Hanson, PECity Engineer

cc: Bret Heitkamp, City Administrator, City of Champlin

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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.

Timothy C. Hanson, PE

Date: May 13, 2019 License No. 19574

Quality Assurance/Quality Control:

Emily Lueth

Date: May 13, 2019 License No. 51773


TABLE OF CONTENTS

TITLE SHEETLETTER OF TRANSMITTALCERTIFICATION SHEETTABLE OF CONTENTS

1. EXECUTIVE SUMMARY ........................................................................................1

2. INTRODUCTION ....................................................................................................2

2.1 Authorization...................................................................................................22.2 Scope..............................................................................................................22.3 Pavement Management..................................................................................2

3. EXISTING CONDITIONS........................................................................................5

3.1 Jersey Avenue................................................................................................53.2 114th Lane/Louisiana Avenue and Oregon Avenue........................................53.3 Criteria for Investigation..................................................................................6

4. PROPOSED IMPROVEMENTS .............................................................................7

4.1 Jersey Avenue................................................................................................74.2 114th Lane/Louisiana Avenue and Oregon Avenue........................................7

5. FINANCING ............................................................................................................9

5.1 Opinion of Probable Construction Cost ..........................................................95.2 Funding...........................................................................................................9

6. PRELIMINARY SCHEDULE ................................................................................11

7. CONCLUSIONS AND RECOMMENDATION ......................................................12

Appendix AFigures

Appendix BOpinion of Probable Cost

Appendix CPreliminary Assessment Roll

Appendix DAmortization Schedule

Feasibility Report2019 Mill and Overlay Improvements Jersey Avenue, 114th Lane/Louisiana Avenue and Oregon AvenueCity of Champlin, MNCity Project No. 21904WSB Project No. R-014046-000 Page 1

1. EXECUTIVE SUMMARY

The City has established a Pavement Management Program that evaluates street pavement conditions of all City streets. The Pavement Management Program rates the structural condition of City streets utilizing a system called Pavement Condition Index (PCI). The PCI rating scale is from 1 to 100 with 100 being a pavement with no deterioration. A rating below 60 to 65 indicates a pavement structure that has defects that are too large for corrective measures by mere maintenance such as crack seal and seal coat. Streets with these ratings require reconstruction or rehabilitation to extend the pavement life.

The residential streets of Jersey Avenue, 114th Lane/Louisiana Avenue and Oregon Avenue have PCI ratings from 32 to 72, with the majority of the pavement below a 65 PCI rating.

The PCI ratings, existing pavement structure and current use of the streets dictate that a mill and overlay rehabilitation is the most cost-effective way to extend the life of Jersey Avenue and a reclaim and pave rehabilitation project is the most cost effective way to extend the life of 114th Lane/Louisiana Avenue and Oregon Avenue.

The proposed mill and overlay improvements consist of a one and one-half (1 ½) inch mill of the bituminous surface, curb removal and replacement of broken curb, and a one and one-half (1 ½) inch bituminous overlay on the existing bituminous surface.

The proposed reclaim and pave improvements consists of pulverizing the existing pavement, grading the aggregate and two (2) lifts of bituminous pavement

The streets proposed to be rehabilitated are shown on Figures 1 and 2 located in Appendix A, consists of the following streets:

Jersey Avenue - 114th Avenue to 117th Avenue 114th Lane/Louisiana Avenue - 114th Avenue to Oregon Avenue Oregon Avenue - 116th Place to 117th Avenue

The total estimated project cost is $267,600 of which $100,500 is proposed to be assessed to the adjacent benefiting property owners based on the City’s assessment rate and assessment policy for street mill and overlay. $40,000 is proposed to be financed from the Council Contingency Fund and the remaining payment cost of $127,100 is proposed to be financed from the City’s Capital Improvement Revolving Fund.


2. INTRODUCTION

2.1 Authorization

The proposed project is not identified in the 2019 Capital Improvement Plan as the condition of the pavement deteriorated significantly in the last two years. The City Council authorized preparation of a Feasibility Study on April 22, 2019, to review the condition of the existing bituminous street surface and concrete curb and gutter for the best pavement rehabilitation measures for public streets. Included in the Feasibility study are the local residential streets shown on Figure 1 and 2, located in Appendix A.

2.2 Scope

The proposed project consists of street, and curb/drainage improvements along the following roadways:

Jersey Avenue - 114th Avenue to 117th Avenue 114th Lane/Louisiana Avenue - 114th Avenue to Oregon Avenue Oregon Avenue - 116th Place to 117th Avenue

These streets are to be reviewed for existing bituminous pavement condition, concrete curb and gutter condition, local drainage, storm sewer condition, and review of sanitary sewer and watermain within the roadway section to determine the best rehabilitation measures to extend the pavement life. Work and quantities are to be estimated to determine the project construction cost and indirect cost to complete the identified improvements. The proposed improvements, project cost, anticipated benefit, project schedule, and preliminary assessment roll will be part of the feasibility study and presented in the feasibility report.

2.3 Pavement Management

The City of Champlin contracts with a private independent pavement management company, Goodpointe Technology Inc., to rate the pavement condition of the City’s streets. These ratings are completed on a three-year cycle with one-third (1/3) of the City rated each year. The pavement rating known as Pavement Condition Index (PCI) ranks pavements on a scale according to the amount of pavement deterioration that is visually evident.

2.3.1 Pavement Life Cycle

All pavements will deteriorate over time. Typically, pavement deteriorates at an ever-increasing rate. At first, very few distresses are present, and the pavement stays in relatively good condition. As the pavement ages, more distresses develop, and each distress makes it easier for subsequent distresses to develop. For instance, once a substantial crack occurs, it is then easier for water to infiltrate the hot-mix asphalt layer, penetrating and weakening the subgrade. This cycle is exacerbated by freeze and thaw cycles.

The existing bituminous pavement condition for City streets has been observed, deteriorations identified, and the streets assigned a Pavement Condition Index for each segment of roadway.

PCI values were calculated based on ratings and measurement of actual distresses encountered in the pavements. Some examples of typical pavement distresses include transverse and longitudinal cracking, block cracking, and alligator cracking. The calculation of the PCI value for an individual street takes into account the area of distresses encountered as well as the severity of each distress. The evaluation was completed, and the calculations of the PCI for the distress category were based on the data and methods as described in the “Pavement Maintenance Management System” prepared by the U.S. Army Corps of Engineers.


2.3.2 Maintenance Strategy

Maintenance and rehabilitation are two principal treatments used to extend pavement life. Reconstruction is the final, and most drastic, treatment necessary to bring a street back to a new condition. These treatments will (1) immediately increase the pavement condition and (2) affect the future rate of deterioration. In general, maintenance can slow the rate of deterioration by correcting small pavement defects before they can worsen and contribute to further defects. Beyond a certain point, typically a PCI of 65, defects become too large for correction by mere maintenance. At this point, rehabilitation or reconstruction can be used to affect a wholesale correction of a large number of relatively severe defects, which provides a step increase in pavement condition.

Figure 1 on the following page illustrates the relationship between PCI, age of street, and maintenance condition. Table 1 below generally identifies the street characteristics associated with PCI ratings and the typical maintenance, rehabilitation, or rehabilitation strategies necessary to extend pavement life.

Table 1PCI Values and Maintenance Strategies

PCI Range Street CharacteristicsMaintenance/Rehabilitation

MethodAdditional Items Often Repaired

71-100

Low to medium severity potholes, frost cracking, medium severity transverse cracking, aggregate polishing, low severity raveling

Routine Maintenance/Crack Seal/Seal Coat

Spot Patching

61-70

Low to medium severity longitudinal and transverse cracking, low and moderate severity edge and curb cracking and spalling, low to medium severity block cracking, medium severity raveling

Patch/Repair

Review area for drainage

improvements, spot overlays

0-60

Medium to high severity longitudinal and transverse cracking, medium to high severity reflective cracking, alligator cracking, medium to high severity potholes, high severity edge and curb cracking and spalling, rutting, excessive skin patching, high severity raveling, medium to high severity frost heaving

Mill and Overlay/Reclaim and Recycle/Reconstruct/

Upgrade

Replace or install culverts or storm

sewer, adjust road grade and alignment, replace or install curb

and gutter


Figure 1


3. EXISTING CONDITIONS

3.1 Jersey Avenue

Jersey Avenue between 114th Avenue and 115th Avenue was constructed in 1982. Jersey Avenue between 115th half and 117th Avenue was constructed in 1983. Both projects utilized three (3) inches of bituminous asphalt and four (4) inches of aggregate base for the pavement section. Maintenance by crack sealing and seal coat was completed in 1985, 2005, and 2012. The pavement condition of the street was last evaluated in 2018 with an average rating of 75. The current surface spalling and deterioration will significantly lower the pavement condition index for this section of Jersey Avenue.

3.1.1 Curb and Gutter

The concrete curb and gutter is in fair to good condition. Some cracking and joint spalling is apparent.

3.1.2 Sidewalk

There are no sidewalks along Jersey Avenue. A sidewalk crosses Jersey Avenue at 114th Avenue. The pedestrian curb ramps are not constructed to current ADA requirements.

3.1.3 Drainage

The drainage infrastructure consists of four (4) catch basins and lateral storm sewer. The catch basins are in adequate condition with no apparent deficiencies.

3.1.4 Sanitary Sewer and Watermain

The sanitary sewer and water infrastructure are being reviewed by the utility department. There are no historical issues with the utilities.

3.1.5 Street lighting

The street light system consists of wood poles with cobra head luminaries. The street light system is owned by Xcel Energy. The City pays a monthly fee for each street light.

3.2 114th Lane/Louisiana Avenue and Oregon Avenue

114th Lane/Louisiana Avenue between 114th Avenue and Oregon Avenue and Oregon Avenue between 116th Place and 117th Avenue were constructed in 1984. The pavement section consisted of four (4) inches of aggregate base and two (2) inches of bituminous pavement. The streets were maintained with crack sealing or seal coating in 1986, 1991, 2005, and 2016. The pavement condition (PCI) of the streets was last evaluated in 2018 with an average rating of 67 for the two streets. The surface deterioration that occurred during the winter of 2018-2019 will lower the PCI significantly from its current estimate.


The concrete curb and gutter is in fair to good condition. Some cracking and an offset joint exist within the curb

3.2.2 Sidewalk

There are no sidewalks along 114th Lane/Louisiana Avenue or Oregon Avenue. Both streets have sidewalks that cross at the terminus of the street. The pedestrian curb ramps are not constructed to current ADA requirements.


3.2.3 Drainage

The drainage infrastructure consists of catch basins and lateral storm sewer on each street. The catch basins require casting reconstruction. These structures are identified in the City wide reconstruction project for reconstruction this summer.


The sanitary sewer and watermain infrastructure is being reviewed by the utility department. There are no historical issues with the utilities.

3.2.5 Street Lighting

The street light system consists of wood poles with cobra head luminaires. The street light system is owned by Xcel Energy. The City pays a monthly fee for each street light.

3.3 Criteria for Investigation

The local streets identified to be reviewed for the 2019 mill and overlay program will be reviewed against current City policy where applicable

3.3.1 Streets

Bituminous seal coat maintenance method is a street maintenance effort that is completed on streets with Pavement Condition Index ranging from 60 to 100.

Mill and overlay or reclaim maintenance method is a street rehabilitation effort that is completed on streets with Pavement Condition Index ranging from 30 to 70.

Reconstruct maintenance method is a street reconstruction effort that is completed on streets with Pavement Condition Index range from 0 to 40

3.3.2 Drainage

Storm sewer maintenance needs are identified through annual inspections completed for the National Pollution Discharge Elimination System (NPDES) and onsite observations completed with the project. Storm sewer maintenance needs will be completed as identified in the inspections.


Current City policy and practice for streetlight improvements utilize a decorative post with lantern style luminaire. The current standard street light is referenced as the St. Paul light for most of the City and the traditional pole with lantern luminaire for the southwest area.


4. PROPOSED IMPROVEMENTS

4.1 Jersey Avenue

The existing bituminous surface will be milled to a one and one-half (1 ½) inch depth. The street surface will then be overlaid with one and one-half (1 ½) inches of bituminous wear course. The bituminous overlay will be completed to slightly raise the crown of the street, increasing the cross slope and drainage of the street surface. The typical section is shown on Figure 2 in Appendix A.

Bituminous overlays will not eliminate reflective cracking, reappearance of a crack on the same location of an existing crack. Existing transverse cracks will reappear in a couple of years.


Damaged curb with large gouges will be removed and replaced. Cracked curb will be evaluated for its displacement and removed and replaced based on its severity. Should the project be subject to high concrete prices, curb work will be eliminated.

4.1.2 Sidewalk

The pedestrian curb ramps for the sidewalk crossing Jersey Avenue at 114th Avenue will be reconstructed to current ADA standards.

4.1.3 Drainage

No Drainage improvements will be completed with this project.


No utility improvements will be completed with this project.


The project is small with no work proposed behind the curb. No street light improvements will be completed with this project. Street light upgrades can be completed when adjacent streets are rehabilitated.

4.2 114th Lane/Louisiana Avenue and Oregon Avenue

The existing bituminous surface will be pulverized in place (reclaimed) and the reclaimed aggregate utilized for the streets aggregate base. The street will be graded and paved with two lifts of bituminous pavement. The proposed street section is shown on Figure 3 located in Appendix A.


Damaged curb and cracked curb will be evaluated for its replacement based on its security.

4.2.2 Sidewalk

The sidewalk that intersects the street will have the pedestrian curb ramps replaced and constructed to current ADA standards.

4.2.3 Drainage

Three catch basins located within the street area will be reconstructed with City-wide repairs completed with a separate project.



Sanitary sewer manhole casting and rings will be reconstructed with a chimney seal installed. No other utility improvements will be completed with this project.


The project is short in length so the ability to develop a street light system is not feasible. Street light improvements can be completed when adjacent streets are rehabilitated.


5. FINANCING

5.1 Opinion of Probable Construction Cost

Appendix B includes a Preliminary Opinion of Probable Cost for the proposed pavement reclaiming, surface milling, and overlaying including manhole adjustments, curb and gutter replacements, and pedestrian curb ramp improvements. The Opinion of Probable Cost includes a 5% construction contingency and a 30% overhead multiplier for indirect project costs. Indirect project costs include administrative, engineering, legal, geotechnical, and other miscellaneous project costs.

The tables below provide a summary of the opinion of probable costs for the 2019 Mill and Overlay Improvements, Jersey Avenue, 114th Lane/Louisiana Avenue, and Oregon Avenue.

Street Estimated Cost

Jersey Avenue $88,000

114th Lane/Louisiana Avenue $111,200

Oregon Avenue $68,400

TOTAL $267,600

5.2 Funding

The proposed funding for the improvements will be a combination of funding from the City’s Capital Improvement Revolving Fund, the City’s Council Contingency Fund, and assessment to benefiting properties. The proposed funding split for each improvement is identified below:

5.2.1 Street Improvements – Residential Property – Mill and Overlay

The City’s assessment policy for residential parcels adjacent to mill and overlay improvements is to assess on a unit basis for each parcel with street frontage. The assessment rate for mill and overlay improvements is set each year by the City Council with the Typical Lot Rate Schedule. The 2019 mill and overlay assessment rate is $1,740 per single family residential unit.

There are 15 residential housing units proposed to be assessed adjacent to Jersey Avenue. The amount to be assessed is:

15 units x $1,740 = $26,100

5.2.2 Street Improvements – Residential Property – Reclaim and Pave

The City’s assessment policy for residential parcels adjacent to reclaim and pave improvements is to assess on a unit basis for each parcel with street frontage. The assessment rate for reclaim and pave improvements is set each year by the City Council with the Typical Lot Rate Schedule. The 2019 reclaim and pave assessment rate is $2,480 per single family residential unit.

There are 30 residential housing units proposed to be assessed adjacent to 114th Lane/Louisiana Avenue and Oregon Avenue. The amount to be assessed is:

30 units x $2,480 = $74,400


Total amount proposed to be assessed:

Jersey Avenue $26,100114th Lane/Louisiana Avenue and Oregon Avenue $74,400TOTAL $100,500

The parcels proposed to be assessed are identified in Figure 4 located in Appendix C.

The remaining project cost will be financed from the City’s Capital Improvement Revolving Fund and Council Contingency Fund. The amount to be funded is:

$267,600 - $100,500 = $167,100

5.2.3 Funding Summary

The funding identified is shown in the following Table 3 – Funding Summary:

Table 3Funding Summary

2019 MILL AND OVERLAY IMPROVEMENTSJERSEY AVENUE, 114th LANE/LOUISIANA AVENUE, AND OREGON AVENUE

ImprovementCapital

ImprovementRevolving Fund

Street Assessment

Council Contingency

FundTOTAL

Jersey Avenue $41,900 $26,100 $20,000 $88,000

114th Lane/Louisiana Avenue and Oregon Avenue

$85,200 $74,400 $20,000 $179,600

TOTAL $127,100 $100,500 $40,000 $267,600

5.2.4 Assessment Roll

A preliminary assessment roll identifying street assessments is found in Appendix C.

The assessment is proposed to be assessed over a five year term at 6.0% interest rate.

5.2.5 Amortization Schedule

An amortization schedule for a single family assessment amount is in Appendix D.


6. PRELIMINARY SCHEDULE

The proposed project schedule is noted below:

Receive Feasibility Report ...........................................................................................May 13, 2019

Neighborhood Meeting.................................................................................................May 15, 2019

Public Hearing on Proposed Improvements.................................................................May 28, 2019

Authorize Preparation of Plans and Specifications ......................................................May 28, 2019

Approve Plans and Specifications and Authorize Advertisement for Bids ..................June 10, 2019

Award Contract ..............................................................................................................July 8, 2019

Final Completion ....................................................................................................October 15, 2019

Assessment Hearing ..............................................................................................October 28, 2019

First Payment Due with 2020 Taxes ............................................................................May 15, 2020


7. CONCLUSIONS AND RECOMMENDATION

The pavement conditions of the subject streets are deteriorating and subject to rehabilitative maintenance.

The best rehabilitative measure for Jersey Avenue is to mill and overlay the existing pavement, placing a new bituminous surface for pavement structure and wearing surface.

The best rehabilitation measure for 114th Lane/Louisiana Avenue and Oregon Avenue is pavement reclamation, grading and the placement of two (2) lifts of bituminous pavement for structure and wearing surface.

Curb and gutter adjacent to the streets is in adequate condition, with some cracking and offset joints. Severe cracks and damaged areas will be removed and replaced.

Pedestrian curb ramps are not according to ADA Standards. Pedestrian curb ramps will be upgraded to current standards.

It is the recommendation of WSB and City Staff that the City Council accepts this Feasibility Report and call for a public hearing on the proposed improvements consistent with Minnesota State Statue No. 429 Governing Public Improvements.

Feasibility Report Appendix2019 Mill and Overlay Improvements Jersey Avenue, 114th Lane/Louisiana Avenue and Oregon AvenueCity of Champlin, MNCity Project No. 21904WSB Project No. R-014046-000

APPENDIX A

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2019 MILL AND OVERLAY

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PROJECT LOCATION MAP

2019 MILL AND OVERLAY PROJECT

CITY OF CHAMPLIN, MN

LEGEND:

PROJECT LOCATION

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TYPICAL SECTION EXHIBIT

2019 MILL AND OVERLAY PROJECT

CITY OF CHAMPLIN, MN

WSB PROJECT NO.:

014046-000

13'

R/W

30'

1.5" TYPE SP 9.5 WEAR COURSE (2,C)

2" TYPE SP 12.5 NON WEAR COURSE (2,C)

6" RECLAIMED AGGREGATE BASE

13'

BITUMINOUS TACK COAT (2357)

CL

30'

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STREET RECLAMATION

114TH LANE N/LOUISIANA AVE N

OREGON AVENUE N

STREET MILL AND OVERLAY

JERSEY AVENUE N

SURMOUNTABLE

CONCRETE

CURB

8' PARKING

R/W

30'

1.5" TYPE SP 9.5 WEAR COURSE (2,C)

EXISTING BITUMINOUS NON WEAR COURSE

13' THRU

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11' THRU


APPENDIX B

Opinion of Probable Cost


APPENDIX C

Preliminary Assessment Roll

8‐May‐19

STREET PROPOSED

ID NO PID_NO OWNER_NAME PROPERTY ADDRESS MAILING ADDRESS CITY STATE ZIP USE MILL & OVERLAY ACTIVE ASSMTS

1 3212021120009 MICHAEL J MICHALSKI 6903 117TH AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

2 3212021120010 REMY NARINE & LINDA M NARINE 11631 JERSEY AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

3 3212021120011 G & F ROCHEL 11621 JERSEY AVE N 112 HARRISON ST S LAKE BENTON MN 56149 RESIDENTIAL $1,740 $1,740

4 3212021120012 ANN ROSARIO/RUEBEN SYLVESTER 11611 JERSEY AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

5 3212021120013 T E TURNER & S M TURNER 11601 JERSEY AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

6 3212021120024 L J DIDRIKSEN & J W LALLAK 6810 116TH AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

7 3212021120025 JOHN SAWINA 11610 JERSEY AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

8 3212021120026 TODD MALONE & KAALA MALONE 11620 JERSEY AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

9 3212021120027 ALBERTA M LERWICK 11630 JERSEY AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

10 3212021120028 CHAD DICKEY 6811 117TH AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

11 3212021120063 PFEIFER PROP SOUTH LLC 11520 JERSEY AVE N 10600 PINNACLE WAY WOODBURY MN 55129 RESIDENTIAL $1,740 $1,740

12 3212021120064 R & K KAEHN 11530 JERSEY AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

13 3212021120065 CHRISTOPHER & AMANDA RANNEY 11531 JERSEY AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

14 3212021120066 B & J BERGERON 11521 JERSEY AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

15 3212021120067 CHAD SENESAC & KELLY SENESAC 11511 JERSEY AVE N CHAMPLIN MN 55316 RESIDENTIAL $1,740 $1,740

16 3212021210037 TERRENCE & SHIRLEY J BROWN 11620 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

17 3212021210038 SCOTT D TRIERWEILER ET AL 11636 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

18 3212021210039 B P SHAFFER & E A SHAFFER 11644 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

19 3212021210040 S M MILLER & A P MILLER 11652 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

20 3212021210041 MICHELLE A LONGEST 11660 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

21 3212021210042 K F MATTSON/J A EMMONS 11661 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

22 3212021210043 S L SZACH & S O NELSON 11653 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

23 3212021210044 SHANNON KULAWIK 11645 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

24 3212021210045 SANDRA JEANETTE LANG 11637 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

25 3212021210046 LEAH JOHNSON 11629 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

26 3212021210047 P J & B K TUROK 11621 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

27 3212021210048 CHERYL S MATZKE 11613 OREGON AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

28 3212021240058 C M BISHOP & J D BISHOP 7325 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

29 3212021240059 KIMBERLY & JASON RETTKE 7315 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

30 3212021240060 CHRISTIANA AKINOLA 7305 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

31 3212021240061 DANIEL L/LAURIE A KINGSBURY 7243 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

32 3212021240062 A J MOTYLINSKI/M MOTYLINSKI 7233 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

33 3212021240063 HARON MANWA 7223 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

34 3212021240064 R ENGSTRAN & S M ENGSTRAN 7213 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

35 3212021240072 JAVIER COVARRUBIAS RUESGA 7204 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

36 3212021240073 S N & E K LANE 7214 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

37 3212021240074 PAUL F YUNGNER 7224 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

38 3212021240075 K & D KATCHMARK 7234 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

39 3212021240080 GRANT R & JOYCE Y CLAVELLE 7306 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

40 3212021240081 ANNA MARIA WAGNER 7316 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

41 3212021240082 G L & C L BULEN 7326 114TH LA N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

42 3212021240085 RICHARD K STRAYER 11400 LOUISIANA AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

43 3212021240086 CHERYL M ARNTSON LIV TRUST 11408 LOUISIANA AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

44 3212021240087 M F & S M CARSON 11416 LOUISIANA AVE N CHAMPLIN MN 55316 RESIDENTIAL $2,480 $2,480

45 3212021240088 JEFFREY P WIEDEN 11424 LOUISIANA AVE N 8148 LAKELAND AVE N BROOKLYN PARK MN 55445 RESIDENTIAL $2,480 $2,480

TOTAL $100,500

L:\ENGINEERING PROJECTS\2019 ENGINEERING PROJECTS\21904 2019 MILL & OVERLAY\21904 FESABILITY\Spredsheet.xlsx

PRELIMINARY ASSESSMENT ROLL2019 MILL & OVERLAY PROJECT NO. 21904


APPENDIX D

Amortization Schedule

PROPERTY OWNER ASSESSMENT REPORT

ACTIVE ASSESSMENTS RESIDENTIALProject: 2019 Mill and Overlay Improvements 5/8/2019

Mill and Overlay Paving, and curb repairs

Improvement Project No. 21904

PID: XXXXXXXXXXXXX

# Owner: Property Owner

CHAMPLIN, MN 55316

Levy No. Assessments No. of Units Unit Measure Unit Price Amount

Mill and Overlay Improvements 1 Unit 1,740.00$ 1,740.00$

1,740.00$

Interest Start Date: 11/1/2019

Months Interest First Year 14 Months Interest 1st Year

Repayment Period: 5 Years

Interest Rate: 6.00%

SCHEDULE OF ACTIVE ASSESSMENTS

PRINCIPAL INTEREST TOTAL PRINCIPAL YEAR PAYMENT PAYMENT PAYMENT REMAINING 1,740.00$

2020 348.00$ 121.80$ 469.80$ 1,392.00$ 2021 348.00$ 83.52$ 431.52$ 1,044.00$ 2022 348.00$ 62.64$ 410.64$ 696.00$ 2023 348.00$ 41.76$ 389.76$ 348.00$ 2024 348.00$ 20.88$ 368.88$ -$

The interest payment for the year 2020 includes interest accrued fromNovember 1, 2019 thru December 31, 2020.

Equal Principal Payment Method

PROPERTY OWNER ASSESSMENT REPORT

ACTIVE ASSESSMENTS RESIDENTIALProject: 2019 Mill and Overlay Improvements 5/8/2019

Reclaim and Pave, and curb repairs

Improvement Project No. 21904

PID: XXXXXXXXXXXXX

# Owner: Property Owner

CHAMPLIN, MN 55316

Levy No. Assessments No. of Units Unit Measure Unit Price Amount

Mill and Overlay Improvements 1 Unit 2,480.00$ 2,480.00$

2,480.00$

Interest Start Date: 11/1/2019

Months Interest First Year 14 Months Interest 1st Year

Repayment Period: 5 Years

Interest Rate: 6.00%

SCHEDULE OF ACTIVE ASSESSMENTS

PRINCIPAL INTEREST TOTAL PRINCIPAL YEAR PAYMENT PAYMENT PAYMENT REMAINING 2,480.00$

2020 496.00$ 173.60$ 669.60$ 1,984.00$ 2021 496.00$ 119.04$ 615.04$ 1,488.00$ 2022 496.00$ 89.28$ 585.28$ 992.00$ 2023 496.00$ 59.52$ 555.52$ 496.00$ 2024 496.00$ 29.76$ 525.76$ -$

The interest payment for the year 2020 includes interest accrued fromNovember 1, 2019 thru December 31, 2020.

Equal Principal Payment Method

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