Public Works Committee

VILLAGE OF WESTON, MARATHON COUNTY, WISCONSIN Special Assessment Hearing TO THE HONORABLE TRUSTEE HOOSHANG ZEYGHAMI AND F O U R (4) APPOINTED MEMBERS OF THE PUBLIC WORKS COMMITTEE: The following items were listed on the agenda in the Village Clerk’s Office, in accordance with Chapter 2 of the Village’s Municipal Code and will be ready for your consideration at the next regular meeting of the Public Works Committee which has been scheduled for WEDNESDAY, JUNE 9, 2021 @ 6:00 P.M., at Dale’s Weston Lanes, Mountain Bay Conference Center Rooms #2 and #3, 5902 Schofield Ave., Weston, WI 54476. A quorum of members from other Village governmental bodies (boards, commissions, and committees) might attend the above-noticed meeting to gather information. Should a quorum of other government bodies be present at this meeting it would constitute a meeting pursuant to State ex rel. Badke v. Greendale Village Bd., 173 Wis.2d 553,494 N.W.2d 408 (1993). No official actions other than those of the Public Works Committee shall take place. Wisconsin State Statutes require all agendas for Committee, Commission, or Board meetings be posted in final form, 24 hours prior to the meeting. Any posted agenda is subject to change up until 24 hours prior to the date and time of the meeting. AGENGA ITEMS 1. Meeting called to order by Committee Chair Zeyghami. 2. Welcome, introductions and acknowledgement of guests. 3. Roll Call by Recording Secretary – Hooshang Zeyghami {C}, Nate Fiene {VC}, Tom Hubbard, Luis Lopes Serrao, Roy Mumper Join Zoom Meeting by Computer: https://zoom.us/j/5961119493 Join Zoom Meeting by Phone: +1 312 626 6799 Meeting ID: 596 111 9493 PUBLIC HEARINGS 4. Ryan St/Apache Ln Utility Project a. Open Public Hearing: Special Assessments for Drive Approach Construction, Sewer Main and Laterals, Water Main and Laterals. I. Review Project and Special Assessment Report II. Testimony/Questions & Answers b. Close Public Hearing: Special Assessments for Drive Approach Construction, Sewer Main and Laterals, Water Main and Laterals. c. Discussion on Matters Discussed at the Public Hearing. Special Assessment Hearing – Agenda 6/9/21 Prepared by: Michael Wodalski, Public Works Director  VILLAGE OF WESTON, MARATHON COUNTY, WISCONSIN Special Assessment Hearing FUTURE ITEMS 5. Next meeting date(s): a. Monday, June 14, 2021 @ 4:30 p.m. Regular Meeting 6. Remarks from Administrator 7. Remarks from Staff 8. Remarks from Committee members. 9. Announcements. ADJOURNMENT Special Assessment Hearing – Agenda 6/9/21 Prepared by: Michael Wodalski, Public Works Director TABLE OF CONTENTS DECLARATION 3 PURPOSE and STATEMENT OF BENEFITS 3 STATEMENT OF ESTIMATED COSTS FOR THE PROJECT 4 STATEMENT AS TO SOURCES OF FUNDS FOR THE PROJECT 5 ESTIMATED ASSESSMENT RATES 5 ESTIMATED ASSESSMENTS AND RECOMMENDATIONS 6 APPENDICES A. Preliminary Assessment Resolution B. Assessment Area Map C. Detailed Cost Estimate D. Cost Summary and Estimated Assessment Rate E. Table of Parcel Frontages F. Estimated Assessments ii DECLARATION The Village of Weston in accordance with Resolution Number 2021-008 requires this report, declaring Intent to Exercise Special Assessment Police Powers. It is submitted to the Village as a Preliminary Assessment Report for the construction of water mains and sanitary sewer mains that will benefit properties in the assessment district as well as drive approaches. The undersigned has inspected the properties and has determined that each of the properties in the assessment district will benefit from the proposed public improvements. The assessment district is described in the Preliminary Resolution, a copy of which is included in Appendix A. A map showing the properties included in the assessment district is included in Appendix B. PURPOSE and STATEMENT OF BENEFITS The project will create a second crossing of the Eau Claire River with water and sanitary sewer mains. The purpose of installing the water main is to create a loop of the water distribution system for improved water quality and distribution system reinforcement, improving fire flows and system reliability. The sewer and water main extensions will bring public utility service to the existing development in the River Bend Estates subdivision, where homes are currently on private wells and private wastewater systems. The public utility extensions will provide a reliable long-term solution for water and sewer service. The sewer and water main extensions will benefit the existing development on Apache Lane and North Apache Lane, between Trotzer Lane and Estate Drive, and the first 400 feet of River Bend Road west of Apache Lane. Serving other existing development in the neighborhood in the future will be more economical after completion of this project. Additionally, there is interest in developing lands near the Village and Town of Weston boundary. The utility extensions will lessen the gap between the existing utility system and future development areas reducing the overall investment needed for new development. The proposed improvements, throughout the assessment district, consist of the construction of a new water main and appurtenances and new sanitary sewer and appurtenances. 3 The street will be reconstructed with a concrete shoulder and driveway approaches will be replaced as needed. Special assessments are not proposed for the street reconstruction, but there will be assessments for costs of driveway apron replacements. The water distribution system improvements will include the installation of approximately 3,800 feet of 12-inch and 8-inch diameter water main with all necessary fire hydrants, valves, etc., and laterals. Likewise, the sanitary sewer system improvements will include approximately 2,000 feet of 12-inch and 8-inch diameter gravity sewer mains, manholes, and laterals. The sanitary system will not be functional until a pumping station is installed and placed in service near the intersection of Apache Lane and Trotzer Lane. The pumping station project is a separate project being completed concurrently. Special assessments will be based on the costs for the installation of the 8-inch water and sanitary sewer mains plus the cost of water and sewer laterals. STATEMENT OF ESTIMATED COSTS FOR THE PROJECT A summary cost estimate for the equipment, labor and material portion of the project is included in Appendix C. The construction costs for the sewer and water mains were estimated based on historic bid prices for similar projects. The summary estimate includes the overall cost estimate and the estimated cost of the assessable items. The total estimated project costs are summarized in Appendix D where the assessment rates are also calculated. Costs for engineering and contingencies are allocated to various construction categories based on their percentage of construction costs, exclusive of engineering. The assessable cost is the cost of installing an 8-inch water main, 8-inch sewer main and laterals for each. 4 STATEMENT AS TO SOURCES OF FUNDS FOR THE PROJECT The total project costs will be generated from the following sources: 1. Special Assessments for water main, sewer main and drive approach construction. The estimated amount to be recovered through these assessments is shown in Appendix D. 2. Water utility operating revenues for the water main oversizing. 3. Sewer utility operating revenues for the sewer main oversizing. 4. Village General Obligation notes for the street reconstruction, storm water restoration and other Engineering and Construction Costs. ESTIMATED ASSESSMENT RATES It is proposed the assessable costs of water main and water laterals as well as sewer main and sewer laterals be recovered using methods as outlined in the Village’s special assessment ordinance. The assessable units are shown in the table in Appendix E, consistent with the Village of Weston’s assessment ordinance. Sewer and water improvements will be assessed as the cost to serve an equivalent residential lot. Driveway approaches will be special assessed based on the surface material type and area. The calculations for the assessment rates are shown in Appendix D. Sanitary Sewer and Water Construction. The water distribution system and sewer collection system will be constructed to accommodate extension of service beyond the current boundary, i.e., “oversized.” Costs of oversizing include additional size, depth, system reinforcement, and other extraordinary costs of the project not related to serving individual properties. For this project the cost of extending the water main approximately 1,800 feet on easement from Ryan Street to Trotzer Lane is excluded from the special assessment calculation along with other oversizing costs. - Sanitary Sewer Mains & Lateral = $9,569.82 per equivalent lot - Water Mains & Lateral = $12,420.36 per equivalent lot Street Reconstruction. The Village recently updated its Special Assessment Ordinance 5 to exclude assessing the reconstruction of existing facilities and took the stance that only new enhancements to public infrastructure will be assessed. Since the street will be restored as a rural section as it currently exists, no special assessments for the street portion of the project are proposed for this project. Driveway Aprons. Driveway apron construction costs are calculated using the estimated cost for asphalt driveway aprons or concrete driveway aprons divided by the total area in square feet of the apron. Driveway aprons are measured between the property line and the back of the paved shoulder. The estimated assessment rate for 2-inch-thick asphalt driveways with 6-inches of crushed aggregate base course is $3.21 per square foot. The estimated assessment rate for 6-inch-thick concrete with 6-inches of crushed aggregate base course is $6.56 per square foot for concrete driveway aprons. Driveway aprons are estimated to be installed only at current existing driveways. If a property owner wishes to make a change to existing driveways, they will need to notify the Village prior to construction to make any modifications. Any part of a driveway behind the property line will be replaced in kind as needed. ESTIMATED ASSESSMENTS AND RECOMMENDATIONS The estimated assessments to each of the benefited properties are contained in the tables in Appendix F. The equivalent lot method of assessing costs for sanitary sewer and water mains and laterals is recommended. Driveway approach costs will be based on material type and size of replacement area. The Director of Public Works recommends the consideration of the following conditions to achieve connection of existing homes to the water and sanitary sewer mains: 1) Assessments will be levied upon completion of the project. 2) Assessments can be deferred up to 10 years after the initial billing. 3) Connection will be incentivized in the first 10-year period by waiving of interest charges to the property owner. Additionally, a sliding scale of reduced special assessment for the sanitary sewer assessment beginning with 25% in year 1 (year 1 begins at time of 6  special assessment billing) and reducing each year by 2.5% to 0% after year 10. After year 10, the interest charges will be added to the total assessment. 4) Connection will be required when the following occurs: i. Current private water or wastewater system fails; ii. Sale of property; iii. By end of the 10th year after the initial billing of the special assessment. 5) At time of connection, both water and sewer must be connected. 6) Property owners will also be responsible for the Reserve Capacity Assessment ($725) and Sewer Utility Hook-up fee ($500) 7  APPENDIX A Preliminary Assessment Resolution  APPENDIX B Assessment Area Map  Village of Weston Marathon County, WI µ Map Date: 4/9/2021 Adoption Date (Village): N/A Map by the Village of Weston Public Works, Utilities, & Technology Services Department 0 0.035 0.07 0.14 Miles Special Assessment Area Map Legend Special Assessment Parcels Weston Parcels (White Lines)  APPENDIX C Detailed Cost Estimate Appendix C: Village of Weston Estimated Costs for Street Reconstruction Ryan St and Apache Ln Utility Extension and River Crossing Preliminary 05/26/21 Total Project Cost Minimum Size (assessable) Item Estimated Unit Total Assessable Assessable Number Item Description Units Quantity Price Cost Quantity Cost 100 Sanitary Sewer 101 Connect to Sanitary MH EA. 2.00 $500.00 $1,000.00 1.00 $500.00 102 PVC Sanitary Sewer, 8 Inch L.F. 1761.00 $45.00 $79,245.00 2,544.00 $114,480.00 103 PVC Sanitary Sewer, 12 Inch LF 783.00 $67.75 $53,048.25 0.00 $0.00 104 Sanitary Sewer Forcemain - 6 Inch EA. 1913.00 $150.00 $286,950.00 0.00 $0.00 105 Sanitary Manhole, 48 Inch EA. 8.00 $2,800.00 $22,400.00 6.00 $16,800.00 106 Sanitary Manhole Frame and Cover EA. 8.00 $810.00 $6,480.00 6.00 $4,860.00 107 PVC Sanitary Sewer Wye EA. 22.00 $68.67 $1,510.74 22.00 $1,510.74 108 PVC Sanitary Lateral, 4-in LF 660.00 $36.00 $23,760.00 660.00 $23,760.00 109 Television Inspection LF 2544.00 $1.15 $2,925.60 2,544.00 $2,925.60 Sanitary Sewer Subtotal $477,319.59 $164,836.34 200 Water 201 Hydrant, 8' Bury EA. 5.00 $4,075.00 $20,375.00 0.00 $0.00 202 Ductile Iron Watermain, 6 inch L.F. 75.00 $55.00 $4,125.00 0.00 $0.00 203 Ductile Iron Watermain, 8 inch L.F. 1536.00 $60.00 $92,160.00 2,446.00 $146,760.00 204 Ductile Iron Watermain, 12 inch L.F. 950.00 $75.00 $71,250.00 0.00 $0.00 205 Ductile Iron Watermain, 12 inch - Restrained Gaskets LF 1726.00 $130.00 $224,380.00 0.00 $0.00 206 Valve And Box, 6 inch EA. 5.00 $1,400.00 $7,000.00 0.00 $0.00 207 Valve And Box, 8 inch EA. 6.00 $2,100.00 $12,600.00 6.00 $12,600.00 208 Valve and Box, 12 Inch EA. 6.00 $3,200.00 $19,200.00 0.00 $0.00 209 Ductile Iron Tee 8 inch x 6 inch EA. 5.00 $515.00 $2,575.00 0.00 $0.00 210 Ductile Iron Tee 8 inch EA. 0.00 $600.00 $0.00 0.00 $0.00 211 Ductile Iron Tee, 8 inch x 12 inch x 12 inch EA. 2.00 $1,075.00 $2,150.00 1.00 $1,075.00 212 Ductile Iron Cross, 8 x 8 x 8 x 8 EA. 1.00 $1,500.00 $1,500.00 1.00 $1,500.00 213 Ductile Iron Fittings EA. 6.00 $600.00 $3,600.00 6.00 $3,600.00 214 Connect to Existing EA. 2.00 $500.00 $1,000.00 0.00 $0.00 215 Water service Group, 1 inch EA. 22.00 $700.00 $15,400.00 22.00 $15,400.00 216 Copper Water Service, 1 inch L.F. 660.00 $50.00 $33,000.00 660.00 $33,000.00 217 Water service Group, 1.5 inch EA. 0.00 $341.00 $0.00 0.00 $0.00 218 Copper Water Service, 1.5 inch L.F. 0.00 $22.80 $0.00 0.00 $0.00 219 Water service Group, 2 inch EA. 0.00 $400.00 $0.00 0.00 $0.00 220 Copper Water Service, 2 inch L.F. 0.00 $40.00 $0.00 0.00 $0.00 Water Subtotal $510,315.00 $213,935.00 300 Storm Sewer 301 Underdrain with Stone Trench (12") L.F. 1320.00 $30.78 $40,629.60 0.00 $0.00 302 Reinforced Concrete Pipe, Class IV, Storm Sewer, 12 inch L.F. 0.00 $0.00 $0.00 0.00 $0.00 303 Reinforced Concrete Pipe, Class IV, Storm Sewer, 18 inch L.F. 0.00 $0.00 $0.00 0.00 $0.00 304 Reinforced Concrete Pipe, Class III, Storm Sewer, 24 inch L.F. 0.00 $0.00 $0.00 0.00 $0.00 305 Reinforced Concrete Pipe, Class III, Storm Sewer, 36 inch L.F. 0.00 $0.00 $0.00 0.00 $0.00 306 Storm Sewer Manholes, 48 inch EA. 0.00 $0.00 $0.00 0.00 $0.00 307 Inlets, Type 3 VF 0.00 $0.00 $0.00 0.00 $0.00 308 12" Nyloplast Ditch Overflow (with grate) EA. 12.00 $1,500.00 $18,000.00 0.00 $0.00 309 Storm Sewer Manhole Covers, R-1550 EA. 0.00 $0.00 $0.00 0.00 $0.00 310 Inlet Covers Frame and grate, R3067-L EA. 0.00 $0.00 $0.00 0.00 $0.00 311 Inlet Protection, Type C EA. 0.00 $0.00 $0.00 0.00 $0.00 Storm Sewer Total $58,629.60 $0.00 210526 Ryan St Crossing Utility Extension Preliminary Special Assessment  Village of Weston Estimated Costs for Street Reconstruction Ryan St and Apache Ln Utility Extension and River Crossing Preliminary 05/26/21 Total Project Cost Minimum Size (assessable) Item Estimated Unit Total Assessable Assessable Number Item Description Units Quantity Price Cost Quantity Cost 400 Street Reconstruction 401 Mobilization L.S. 0.00 $5,000.00 $0.00 0.00 $0.00 402 Traffic Control L.S. 1.00 $1,000.00 $1,000.00 0.00 $0.00 403 Field Office, Type B L.S. 0.00 $2,000.00 $0.00 0.00 $0.00 404 Pavement Marking LF 0.00 $8.00 $0.00 0.00 $0.00 405 Removing Asphalt Pavement and Haul to Weston Yard S.Y. 5,965 $4.00 $23,860.00 0.00 $0.00 406 Credit for Recycled Asphalt TN - ($2.61) $0.00 0.00 $0.00 407 Sawing Asphalt Pavement L.F. 240.00 $1.50 $360.00 0.00 $0.00 408 Removing Concrete Sidewalk / Driveway Approach SF 2265.00 $1.00 $2,265.00 0.00 $0.00 409 Removing Signs EA. 0.00 $30.00 $0.00 0.00 $0.00 410 Common Excavation C.Y. 1,988 $10.00 $19,883.33 0.00 $0.00 411 Finsihing Roadway EA. 1.00 $5,000.00 $5,000.00 0.00 $0.00 412 Crushed Aggregate Base Course, 3/4 CY 2778 $21.00 $58,333.33 0.00 $0.00 413 Shoulder Material 3/4 inch TN - $9.20 $0.00 0.00 $0.00 414 Asphalt Concrete Pavement, Type E-1, 3 inch Ton 1201 $70.00 $84,084.00 0.00 $0.00 415 Moving Small Sign Supports EA. 0.00 $30.00 $0.00 0.00 $0.00 416 Silt Fence LF 1000.00 $1.50 $1,500.00 0.00 $0.00 417 Mob.Erosion Control L.S. 1.00 $500.00 $500.00 0.00 $0.00 418 Water for Testing, Grass Seed, Dust Control LS 1.00 $2,500.00 $2,500.00 0.00 $0.00 Street Reconstruction Subtotal $199,285.67 $0.00 500 Cur b and Gutter 501 Concrete Curb and Gutter, 24 inch L.F. - $9.00 $0.00 0.00 $0.00 502 Concrete Curb and Gutter, 30 inch L.F. 0.00 $9.50 $0.00 0.00 $0.00 503 Concrete Shoulder LF 4400.00 $10.15 $44,660.00 0.00 $0.00 504 Common Excavation C.Y. 0.00 $10.00 $0.00 0.00 $0.00 505 Crushed Aggregate Base Course CY 325.93 $21.00 $6,844.44 0.00 $0.00 Curb and Gutter Subtotal $51,504.44 $0.00 600 Sidewalk and Driveways 601 Concrete Sidewalk, 4 inch S.F. 0.00 $3.00 $0.00 0.00 $0.00 602 Concrete Sidewalk, 6 inch S.F. 0.00 $4.50 $0.00 0.00 $0.00 603 Curb Ramp Detectable Warning Field (Yellow) S.F. 0.00 $37.00 $0.00 0.00 $0.00 604 Common Excavation C.Y. 0.00 $10.00 $0.00 0.00 $0.00 605 Crushed Aggregate Base Course C.Y. 0.00 $9.20 $0.00 0.00 $0.00 606 Concrete Driveway Approach, 6 inch SF 2265.00 $4.50 $10,192.50 2,265.00 $10,192.50 607 Common Excavation C.Y. 55.93 $10.00 $559.26 55.93 $559.26 608 Crushed Aggregate Base Course C.Y. 41.94 $21.00 $880.83 41.94 $880.83 609 Asphalt Concrete Pavement, Driveway, 2 inch SF. 2600.00 $2.15 $5,590.00 2,600.00 $5,590.00 610 Common Excavation C.Y. 24.00 $10.00 $240.00 24.00 $240.00 611 Crushed Aggregate Base Course TN 77.00 $9.20 $708.40 77.00 $708.40 Sidewalk and Driveways Subtotal $18,170.99 $18,170.99 700 Landscaping and Mobilization 701 Mobilization and Traffic Control L.S. 1.00 $90,000.00 $90,000.00 0.00 $0.00 702 Salvaged Topsoil/Compost, Mixed and Screened, 4 inch S.Y. 700 $1.50 $1,050.00 0 $0.00 703 Seed, Fertilizer, Mulch LS 1.00 $1,000.00 $1,000.00 0.00 $0.00 Landscaping and Mobilization Subtotal $92,050.00 $0.00 Project Total Labor and Materials $1,407,275.29 $396,942.33 210526 Ryan St Crossing Utility Extension Preliminary Special Assessment  APPENDIX D Cost Summary and Estimated Assessment Rate  Appendix D: Cost Summary and Assessment Rates 1. Cost Summary of Estimated Assessable Costs Preliminary Ryan St River Crossing Utility Extension 05/26/21 Total Project Costs Assessable Costs 1 Subtotal Sewer Improvements $ 447,079.59 $ 134,596.34 Subtotal Sewer Lateral Improvements $ 30,240.00 $ 30,240.00 Subtotal Water Improvements $ 461,915.00 $ 165,535.00 Subtotal Water Lateral Improvements $ 48,400.00 $ 48,400.00 Subtotal Street Reconstruction Apache Ln $ 199,285.67 $ - Subtotal Concrete Shoulder $ 51,504.44 $ - Subtotal Storm Sewer $ 58,629.60 $ - Subtotal Sidewalks $ - $ - Subtotal Concrete Driveway Approaches $ 11,632.59 $ 11,632.59 Subtotal Asphalt Driveways $ 6,538.40 $ 6,538.40 Total Labor and Materials $ 1,315,225.29 $ 396,942.33 Contingencies @ 10% $ 131,520.00 $ 19,850.00 Landscaping Restoration & Mobilization (common) $ 92,050.00 $ 27,800.00 Engineering/Construction Inspection (10% of Const. Est.) $ 131,523.00 $ 39,700.00 Engineering Design (Actual Contract Value) $ 75,080.00 $ 22,700.00 Administration/Management (0%) $ - $ - Total All Improvements $ 1,745,398.00 $ 506,992.00 Cost Allocations by Category (see note 2) Total Sewer Improvements $ 593,307.00 $ 171,912.00 Total Sewer Lateral Improvements $ 40,131.00 $ 38,624.00 Total Water Improvements $ 612,994.00 $ 211,429.00 Total Water Lateral Improvements $ 64,230.00 $ 61,819.00 Total Street Reconstruction $ 264,466.00 $ - Total Curb & Gutter $ 68,350.00 $ - Total Storm Sewer $ 77,806.00 $ - Total Driveway Culverts $ - $ - Total Sidewalks $ - $ - Total Concrete Driveway Approaches $ 15,437.00 $ 14,858.00 Asphalt Driveways $ 8,677.00 $ 8,351.00 Total Project Costs $ 1,745,398.00 $ 506,993.00 Notes: 1. Assessable construction costs are as itemized in the detailed cost estimate, Appendix C. 2. Engineering design, construction management, contingencies and landscaping are allocated to each category of construction based on the proportion of cost for each major category. 210526 Ryan St Crossing Utility Extension Preliminary Special Assessment  5/28/2021 Appendix D: Cost Summary and Assessment Rates 2. Estimated Assessment Rates Preliminary 05/26/21 Ryan St and Apache Ln Reconstruction and Utility Extension A. Front Footage Assessment Total Assessable Calculated Assessable Costs Units Units Assessment Rate Sanitary Sewer Improvements $ 171,912.00 22 EA $ 7,814.18 Sanitary Lateral Improvements $ 38,624.00 22 EA $ 1,755.64 Water System Improvements $ 211,429.00 22 EA $ 9,610.41 Water Lateral Improvements $ 61,819.00 22 EA $ 2,809.95 Asphalt Drive Approaches $ 8,351.00 2,600 SF $ 3.21 Concrete Drive Approaches $ 14,858.00 2,265 SF $ 6.56 $ 515,344.00 Water / Lot $ 12,420.36 Sewer / Lot $ 9,569.82 Total/Lot $ 21,990.18 Page 2 210526 Ryan St Crossing Utility Extension Preliminary Special Assessment  APPENDIX E Table of Parcel Frontages  210526 Ryan St Crossing Utility Extension Preliminary Special Assessment Page 1 Appendix E: Table of Parcel Frontages - Ryan Street and Apache Ln Reconstruction and Utility Extension Project Area 5/26/21 Approach Approach Utility Connections (EA) Asphalt Concrete Adjustment Name Address Parcel Pin Sewer Water (sq ft) (sq ft) Note Ryan St/Apache Ln Utility Looping Project DONALD PRICE 6807 TROTZER LN 621528080130060000 19228081540994 1 1 340 PAMELA STEFFEN-KARLS 6908 TROTZER LN 6206480000010000 19228081510001 1 1 225 TODD KRUEGER 6901 TROTZER LN 19228081540972 1 1 0 TAMMY SONDELSKI 7002 TROTZER LN 6206480000060000 19228081510006 1 1 215 CECIL AND KAREN WALKER 5201 APACHE LN 6206480000070000 19228081510007 1 1 295 DAVID AND JENNIFER NEUNER 5202 APACHE LN 6206480000020000 19228081510002 1 1 205 RANDAL AND CARRIE TABAKA 5203 APACHE LN 6206480000080000 19228081510008 1 1 270 KIM AND JILL THURS 5110 APACHE LN 6206480000030000 19228081510003 1 1 220 EDWARD PURULL 5107 APACHE LN 6206480000090000 19228081510009 1 1 210 PAUL AND JESSICA KUFAHL 5106 APACHE LN 6206480000040000 19228081510004 1 1 260 LEROY AND LINDA DELAND 5103 APACHE LN 6206480000100000 19228081510010 1 1 215 STANLEY AND JANE HOHOL 5102 APACHE LN 6206480000050000 19228081510005 1 1 205 KURT AND DOEDIE SWANSON 5005 APACHE LN 6206510000300000 19228081510031 1 1 250 KEVIN AND CHRISTINE KIRCHENWITZ 5002 APACHE LN 6206510000260000 19228081510027 1 1 220 CHARLES AND BECKY OUIMETTE 5003 APACHE LN 6206510000320000 19228081510033 1 1 235 MARK AND KAREN WYRO 4908 APACHE LN 6206510000270000 19228081510028 1 1 260 RANDOLPH AND LYNN BARR 4906 APACHE LN 6206510000280000 19228081510029 1 1 245 TODD DUMDEY 4902 RIVER BEND RD 6206510000350000 19228081510036 1 1 0 KENNETH AND TERRY LARSEN 4806 RIVER BEND RD 6206510000290000 19228081510030 1 1 255 CURT AND TERA VALISKA 4903 RIVER BEND RD 621528080010080000 19228081510976 1 1 145 MICHAEL AND JANE KESSEL 4802 RIVER BEND RD 621528080020010000 19228081510992 1 1 190 TRISTA MURPHY 6811 N APACHE LN 6206500000230000 19228081510057 1 1 245 KEVIN AND MONICA MATZKE 6812 N APACHE LN 621528080010090000 19228081510975 1 1 160 JASON WEBER 6809 N APACHE LN 6206500000220000 19228081510056 0 - 0 Net Assessable Quantities 23 23 2,600 2,265 Total Adjusted Assessable Quantities 23 23 2,600 2,265 210526 Ryan St Crossing Utility Extension Preliminary Special Assessment Page 1  APPENDIX F Estimated Assessments Appendix F: Ryan St/Apache Ln Utility Extension 05/26/21 Preliminary Estimated Assessments Assessment Rates Sanitary Improvements = $ 7,814.18 Per Lot Water Improvements = $ 9,610.41 Per Lot Sanitary Lateral Improvements = $ 1,755.64 Per Connection Water Lateral Improvements = $ 2,809.95 Per Connection Asphalt Driveway Approach = $ 3.21 Per SF Concrete Driveway Approach = $ 6.56 Per SF Sanitary Sewer Watermain Asphalt Drive Concrete Drive Sanitary Lateral Water Lateral Total Name Address Parcel Pin Approach Approach Assessment Lots Assessment Lots Assessment Sq ft. Assessment Sq ft. Assessment Connect Assessment Connect Assessment Ryan St/Apache Ln Utility Looping Project DONALD PRICE 6807 TROTZER LN 621528080130060000 19228081540994 1 $ 7,814.18 1 $ 9,610.41 - $ - 340 $ 2,230.34 1 $ 1,755.64 1 $ 2,809.95 $ 24,220.52 PAMELA STEFFEN-KARLS 6908 TROTZER LN 6206480000010000 19228081510001 1 $ 7,814.18 1 $ 9,610.41 - $ - 225 $ 1,475.96 1 $ 1,755.64 1 $ 2,809.95 $ 23,466.14 TODD KRUEGER 6901 TROTZER LN 0 19228081540972 1 $ 7,814.18 1 $ 9,610.41 - $ - - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 TAMMY SONDELSKI 7002 TROTZER LN 6206480000060000 19228081510006 1 $ 7,814.18 1 $ 9,610.41 215 $ 1,410.36 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 CECIL AND KAREN WALKER 5201 APACHE LN 6206480000070000 19228081510007 1 $ 7,814.18 1 $ 9,610.41 - $ - 295 $ 1,935.15 1 $ 1,755.64 1 $ 2,809.95 $ 23,925.33 DAVID AND JENNIFER NEUNER 5202 APACHE LN 6206480000020000 19228081510002 1 $ 7,814.18 1 $ 9,610.41 205 $ 1,344.76 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 RANDAL AND CARRIE TABAKA 5203 APACHE LN 6206480000080000 19228081510008 1 $ 7,814.18 1 $ 9,610.41 270 $ 1,771.15 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 KIM AND JILL THURS 5110 APACHE LN 6206480000030000 19228081510003 1 $ 7,814.18 1 $ 9,610.41 - $ - 220 $ 1,443.16 1 $ 1,755.64 1 $ 2,809.95 $ 23,433.34 EDWARD PURULL 5107 APACHE LN 6206480000090000 19228081510009 1 $ 7,814.18 1 $ 9,610.41 - $ - 210 $ 1,377.56 1 $ 1,755.64 1 $ 2,809.95 $ 23,367.74 PAUL AND JESSICA KUFAHL 5106 APACHE LN 6206480000040000 19228081510004 1 $ 7,814.18 1 $ 9,610.41 - $ - 260 $ 1,705.55 1 $ 1,755.64 1 $ 2,809.95 $ 23,695.74 LEROY AND LINDA DELAND 5103 APACHE LN 6206480000100000 19228081510010 1 $ 7,814.18 1 $ 9,610.41 215 $ 1,410.36 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 STANLEY AND JANE HOHOL 5102 APACHE LN 6206480000050000 19228081510005 1 $ 7,814.18 1 $ 9,610.41 205 $ 1,344.76 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 KURT AND DOEDIE SWANSON 5005 APACHE LN 6206510000300000 19228081510031 1 $ 7,814.18 1 $ 9,610.41 250 $ 1,639.96 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 KEVIN AND CHRISTINE KIRCHENWIT5002 APACHE LN 6206510000260000 19228081510027 1 $ 7,814.18 1 $ 9,610.41 - $ - 220 $ 1,443.16 1 $ 1,755.64 1 $ 2,809.95 $ 23,433.34 CHARLES AND BECKY OUIMETTE 5003 APACHE LN 6206510000320000 19228081510033 1 $ 7,814.18 1 $ 9,610.41 - $ - 235 $ 1,541.56 1 $ 1,755.64 1 $ 2,809.95 $ 23,531.74 MARK AND KAREN WYRO 4908 APACHE LN 6206510000270000 19228081510028 1 $ 7,814.18 1 $ 9,610.41 - $ - 260 $ 1,705.55 1 $ 1,755.64 1 $ 2,809.95 $ 23,695.74 RANDOLPH AND LYNN BARR 4906 APACHE LN 6206510000280000 19228081510029 1 $ 7,814.18 1 $ 9,610.41 245 $ 1,607.16 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 TODD DUMDEY 4902 RIVER BEND RD 6206510000350000 19228081510036 1 $ 7,814.18 1 $ 9,610.41 - $ - - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 KENNETH AND TERRY LARSEN 4806 RIVER BEND RD 6206510000290000 19228081510030 1 $ 7,814.18 1 $ 9,610.41 255 $ 1,672.75 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 CURT AND TERA VALISKA 4903 RIVER BEND RD 621528080010080000 19228081510976 1 $ 7,814.18 1 $ 9,610.41 145 $ 951.17 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 MICHAEL AND JANE KESSEL 4802 RIVER BEND RD 621528080020010000 19228081510992 1 $ 7,814.18 1 $ 9,610.41 190 $ 1,246.37 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 TRISTA MURPHY 6811 N APACHE LN 6206500000230000 19228081510057 1 $ 7,814.18 1 $ 9,610.41 245 $ 1,607.16 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 KEVIN AND MONICA MATZKE 6812 N APACHE LN 621528080010090000 19228081510975 1 $ 7,814.18 1 $ 9,610.41 160 $ 1,049.57 - $ - 1 $ 1,755.64 1 $ 2,809.95 $ 21,990.18 JASON WEBER 6809 N APACHE LN 6206500000220000 19228081510056 - $ - - $ - - $ - - $ - 0 $ - - $ - $ - TOTAL 23 $ 179,726.18 23 $ 221,039.41 2,600 $ 17,055.54 2,265 $ 14,858.00 23.00 $ 40,379.64 23 $ 64,628.95 $ 520,632.18 210526 Ryan St Crossing Utility Extension Preliminary Special Assessment