HomeMy WebLinkAboutAgenda_2018_10_22_Meeting(402)A Proud Past - A Promising
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City of Farmington
430 Third Street
Farmington, MN 55024
AGE N D A
WAT E R B OARD
October 22, 2018
7:00 P M
C ity Hall - C onference Room 169
1.C AL L T O O RD E R
2.AP P RO V E M I NUT E S
(a)A pprove S eptember 24, 2018 Meeting Minutes
3.NE W B US INE S S
(a)2019 F ee Schedule-Water Fees
(b)Well No. 9 Construction – Consider Bids and Award a Contract
(c)Request to Move Hydrant at 517 1st S treet
4.AP P RO V E B IL L S
(a)A pprove B ills
5.O P E N F O RUM
(a)P roject and I nformation Update
6.AD J O URN
C ity of F armington
430 T hird S treet
F armington, Minnesota
651.280.6800 - F ax 651.280.6899
www.c i.farmingto n.mn.us
TO:Water Board Members, C ity Adminis trator
F R O M:Katy G ehler
S UB J E C T:Approve S eptember 24, 2018 Meeting Minutes
D AT E:O ctober 22, 2018
IN T R O D UC T IO N
Attached are the minutes from the S eptember 24, 2018, Water Board meeting.
D IS C US S IO N
N/A
B UD GE T IMPAC T
N/A
AC T ION R E Q UE S T E D
R eview, revis e and approve the minutes.
AT TAC HME N T S:
Type Desc ription
C over Memo S eptember 24, 2018 Minutes
MINUTES
REGULAR WATER BOARD MEETING
Monday, September 24, 2018
7:00 PM
Conference Room 169
City Hall 430 Third Street Farmington, MN
Members Present: Gassert, Snobeck
Members Absent: Weierke
Staff Present: Katy Gehler, Public Works Director/City Engineer, Sue Miller, Administrative
Assistant.
Others Present: Nathan Schrupp, 18085 Dunbury Ave. (Water Citation appeal)
Call to Order: The meeting was called to order by Acting Chair Snobeck at 7:00 p.m.
1. Approve Minutes – August 27, 2018 - MOTION by Gassert second by Snobeck to
approve minutes as presented. APIF, Motion Carried.
2. Water Citations – Director Gehler provided an update on water use citations issued to
date.
a. 18085 Dunbury Ave. – Motion by Gassert second by Snobeck to waive water
citation. APIF, Motion Carried.
b. 4853 – 186th St. W. – Motion by Gassert, second by Snobeck to deny request.
APIF, Motion Carried.
3. Continued Business – None
4. New Business – None
5. Approve Bills – Motion by Snobeck second by Gassert to approve the bills, as
presented in the amount of $23,640.08. APIF, Motion Carried.
6. Open Forum – Project & Information Update
a. Water Conservation Program – Irrigation Controller program will continue to
be marketed.
b. Well #9 – Neighborhood meeting was held and one person who represented the
townhome association was in attendance. The CUP for both well sites were
approved at the Planning Commission’s September 11, 2018 meeting.
c. Water Tower reconditioning – Director Gehler indicated that plans have been
submitted to the MN Dept. of Health for approval. Preliminary graphics should
be ready by Oct. 17, 2018. Motion by Snobeck second by Gassert to authorize
Director Gehler and Administrator McKnight to sign a contract with Richard
Cassis, Sparc Design, Inc., not to exceed $19,200. APIF, Motion Carried.
Water Board Minutes September 24, 2018
Page 2 of 2
8. Adjourn – Motion by Snobeck, second by Gassert to adjourn at 7:50PM. APIF, Motion
Carried.
Respectfully submitted,
Sue Miller
Administrative Assistant
C ity of Farm ington
430 T hird S treet
F armington, Minnes ota
651.280.6800 - F ax 651.280.6899
www.ci.farmington.mn.us
TO:Water Board Members , C ity Administrator
F R O M:Katy G ehler, P ublic Works Director
S UB J E C T:2019 F ee S chedule-Water F ees
D AT E:O c tober 22, 2018
IN T R O D UC T IO N
Each fall, the water board and city counc il establis h fees for city s ervic es for the upcoming year.
D IS C US S IO N
F ees set by the water board fall into four categories:
Us er R ates
Development F ees
Water Tower C ommunication Devic e F ees
Water Use R es tric tion P enalties
User Rates
T he us er rates are the c harges to c ustomers for providing the water that they use on a day-to-day basis. T he
utility funds are primarily supported by revenues generated by the us er rates . T he water, sanitary sewer, and
s torm water rates have been on a 3-year alternating program with inc reas es between 12-13 percent.
O ver the las t year we have had a few dis cus s ions related to the c omprehens ive plan update and c apital
projects noting that at the end of that process we would review the rates of the utility enterpris e funds. T he
current projected capital and operational needs of each fund have been modeled and reviewed with the City
Council at their O ctober 8, 2018 work session. We will review the water fund model with the Board at the
meeting.
T he attached figure shows the ten-year projection. P lease keep the following in mind:
1. T hese are models bas ed on his toric al averages and our bes t es timation of sc hedule and c os t of
future needs . T he goal of the model is to as s is t in determining funding revenues whether us ing
rate adjus tments or c onsidering other revenue sources. T his model c an be reviewed and
adjus ted on an annual bas is .
2. T he information is most ac curate in the first two years of the model. As we look further in the
future, there is room for more variability of needs and costs . T hat being s aid, looking this far
in the future helps to program larger capital projec ts, and shows impacts of trends .
3. T he models show quite a bit of information in a format that is new to all. We will walk through
the plan and answer any questions or points of c larification.
T he F inanc ial model is set up in the following form:
1. S ervice Details: T his s ection s hows the information that was used in predicting future ac count
and us e information.
2. R ates : R eports the rates us ed to c alculate the enterprise s ales in the model.
3. F und Ac counting: S hows the beginning balanc e, revenues, expenses and ending fund balance
for each year.
4. F und Balance Minimum: Muc h like we have a fund balance goal for the general fund, we also
should have a minimum fund balanc e in our enterprise funds . T he minimum fund balanc e goal
is used to ensure adequate cash flow for operational needs . F or all of the funds, this was
c alculated using three months of our operating costs plus the debt payments for the following
year. F or the s ewer fund, we have also inc luded the MC ES fee for the following year. It
should be noted that the fund balanc e c an get signific antly greater when building financ ing for
larger c apital projects .
5. R ate Variables: T he model is s et up to inc reas e the rates annually, unless a single larger
increase is needed. T he rates generally are increased annually at 4% whic h equates to the 12-
13% rais e every three years they c urrently are programmed. T he water fund warrants an
increase in 2019 before trans itioning to an annual increase.
6. G eneral Variables : Variables us ed in the model.
Developement F ees
T he development fees cover the cost of existing and future trunk water infras tructure to s erve undeveloped
areas of town as well as the c os t of a future water treatment plant. T hese fees are inc reas ed 2% annually to
acc ount for inflation and are periodically reviewed when the Water S upply and Distribution P lan is updated.
P ropos ed 2018 development fees are:
F ee 2018 R ate 2019 R ate
Water Main Trunk F ee $4,389 per acre $4,477 per ac re
Water Treatment P lant F ee $1,061 per R EU $1,082 per R EU
Water Tower Antennas
T he water tower c ommunication devic e fees s et the annual c harges for cell phone antennas on our water
towers as well as ground spac e rental rates at the base of the towers . T hese fees are inc reas ed 5% annually
to align with the 5% annual inc reas e included in our exis ting leas es . T he propos ed fees for 2019 are:
F ee 2019 Monthly F ee 2019 Annual F ee
Base Leas e R ate (3 arrays , 300 s qft ground s pace) $3,393.48 $40,721.81
Additional Antenna R ate (per array over 3) $1,131.19 $13,574.23
Additional S pace R ental (per s qft over 300) $6.27 $75.22
Water Use Restriction P enalties
T he Water Board has s et a polic y for restricting water use in the summer months to encourage water
cons ervation. P enalties for enforc ing non-c omplianc e of thes e polic ies is inc luded in the the C ity's fee
s chedule and is shown below. T he board s hould disc uss whether there s hould be revisions to the fees that
are included in the 2019 fee s chedule.
Water Use R es tric tion P enalties
1st O ffens e $25
2nd O ffense $50
3rd and S ubs equent O ffens es $100
B UD GE T IMPAC T
2019 fees are us ed to projec t revenues for the 2019 budget.
AC T ION R E Q UE S T E D
R eview and disc uss the fees, then by motion, approve the fees and their inc lusion in the 2019 fee s chedule
that will be approved by the city counc il later this fall.
AT TAC HME N T S:
Type Desc ription
Bac kup Material 2019 Water F inanc ial P lan and C I P
FUND 6500 - Water Enterprise Fund
Financial Plan Summary
Service Details 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028
Population 23,191 23,560 23,930 24,300 24,700 25,100 25,500 25,900 26,300 26,700 27,100 27,500
Average Day per Capita (Gallons)83 80 80 80 80 80 80 80 80 80 80 80
Connections 6,789 6,916 7,044 7,171 7,309 7,447 7,585 7,723 7,861 7,999 8,137 8,275
New Households 102 127 128 128 138 138 138 138 138 138 138 138
Amount Metered (Gallons)674,398,000 687,963,680 698,761,840 709,560,000 721,240,000 732,920,000 744,600,000 756,280,000 767,960,000 779,640,000 791,320,000 803,000,000
Water Rates
Base Charge 12.00 12.00 14.00 14.56 15.14 15.75 16.38 17.03 17.71 18.42 19.16 19.93
Tier 1 Water Rate (Under 20,000 gal)1.30 1.3 1.60 1.66 1.73 1.80 1.87 1.95 2.02 2.11 2.19 2.28
Tier 2 Water Rate (20,000-40,000 gal)1.60 1.6 2.40 2.50 2.60 2.70 2.81 2.92 3.04 3.16 3.28 3.42
Tier 3 Water Rate (Over 40,000 gal)2.00 2.00 3.20 3.33 3.46 3.60 3.74 3.89 4.05 4.21 4.38 4.55
Base Rate Percent Increase 0.0%0.0%16.7%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%
Volume Rate Percent Increase 13.0%0.0%23.1%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%
Beginning Fund Balance:5,329,646$ 5,073,540$ 5,875,268$ 350,331$ 762,797$ 503,056$ 677,438$ 779,953$ 1,539,439$ 950,347$ 1,850,694$
Revenues
Enterprise Sales $1,337,530 $1,388,010 1,903,784$ 2,011,619$ 2,127,725$ 2,249,902$ 2,378,448$ 2,513,679$ 2,655,922$ 2,805,522$ 2,962,842$ 3,128,258$
Revenues from Debt 3,038,206$ 800,000$
Trunk Fund Contributions 973,132$
Other Revenue (Interest, meters, etc.)120,000$
Total Revenue 1,457,530$ 2,361,143$ 4,941,989$ 2,011,619$ 2,127,725$ 2,249,902$ 2,378,448$ 2,513,679$ 2,655,922$ 2,805,522$ 2,962,842$ 3,928,258$
Expenses
Operating Expenses 546,526$ 804,024$ 820,104$ 836,507$ 853,237$ 870,301$ 887,707$ 905,462$ 923,571$ 942,042$ 960,883$ 980,101$
Tansfers Operating (personnel)529,867$ 403,225$ 386,412$ 401,868$ 417,943$ 434,661$ 452,047$ 470,129$ 488,934$ 508,492$ 528,832$ 549,985$
Capital Improvement Plan (CIP)1,410,000$ 2,933,745$ 5,941,300$ 87,200$ 847,800$ 507,431$ 678,693$ 127,050$ 1,587,200$ 215,900$ 3,103,216$
Debt Payments 356,880$ 356,880$ 356,880$ 356,880$ 356,880$ 356,880$ 356,880$ 356,880$ 356,880$
Total Expenses 1,076,393$ 2,617,249$ 4,140,262$ 7,536,555$ 1,715,260$ 2,509,643$ 2,204,066$ 2,411,164$ 1,896,435$ 3,394,614$ 2,062,495$ 4,990,181$
Annual Surplus/Deficit 381,137$ (256,106)$ 801,728$ (5,524,937)$ 412,465$ (259,741)$ 174,382$ 102,515$ 759,486$ (589,092)$ 900,347$ (1,061,924)$
Ending Fund Balance:5,329,646$ 5,073,540$ 5,875,268$ 350,331$ 762,797$ 503,056$ 677,438$ 779,953$ 1,539,439$ 950,347$ 1,850,694$ 788,770$
Minimum Fund Balance Goal 269,098$ 301,812$ 658,509$ 666,474$ 674,675$ 683,121$ 691,819$ 700,778$ 710,007$ 719,514$ 729,309$ 739,402$
3 Mo. Operating 269,098$ 301,812$ 301,629$ 309,594$ 317,795$ 326,241$ 334,939$ 343,898$ 353,126$ 362,634$ 372,429$ 382,521$
Debt Payments -$ -$ 356,880$ 356,880$ 356,880$ 356,880$ 356,880$ 356,880$ 356,880$ 356,880$ 356,880$ 356,880$
Rate Variables
Incease 1 Increase 2 Increase 3 Increase 4
Base Rate Increase Year 2019
Base Rate Increase Per Connection $2.00
Volume Rate Increase Year 2019
Tier 1 Increase Amount $0.30
Usage Rate Increase (Yearly)
General Variables
Estimated Persons Per Household 2.9 2.9 persons per household used for 2040 Comprehensive Plan
Estimated GPCD (gallons/capita/day)80 Average of last ten years 92. Minimum 78. Used 80
O&M Yearly Percent Increase 5.0%Assume 4% inflationary increase plus 1% growth
Interfund Transfer Yearly Percent Increase 4.0%Applied to Personnel Transfers
Estimated Usage in Tier 1 55%Based on Infinity.BI reports on consumption.
Estimated Usage in Tier 2 20%Based on Infinity.BI reports on consumption.
Estimated Usage in Tier 3 25%Based on Infinity.BI reports on consumption. ASSUMED ALL IRRIGATION ACCOUNTS WILL BE BILLED AT TIER 3
Tier 2 Multiplier 1.5
Tier 3 Multiplier 2.0
4.00%
Fund 6500 - Water Enterprise
Capital Improvement Plan (CIP)
Approx.
Lifespan
Projected
Cost Year 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028
Miscellaneous
Software Update SCADA Software and
Hardware.15 $ 30,000 2015 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
Meters New Meters 15 $ 2,000,000 2028 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 2,600,000$
Study Arc Flash Hazard
Assessment/Study $ 15,000 2015 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
Study Water Supply & Distribution Plan 10 $ 50,000 2017 -$ -$ -$ -$ -$ -$ -$ -$ -$ 63,500$ -$
Distribution Watermain replacement with
Street Projects -$ 1,203,345$ -$ -$ 783,400$ 507,431$ 678,693$ -$ -$ -$ 399,216$
Fleet 210,000$ -$ -$ -$ 64,400$ -$ -$ 78,650$ -$ 19,050$ -$
Wells
1 Routine Maintenance (pull well,
check pipe, shaft, motor, bail)7 -$ -$ -$ RETIRED
3 Routine Maintenance (pull well,
check pipe, shaft, motor, bail)7 $ 40,000 2019 -$ 41,200$ -$ -$ -$ -$ -$ -$ 49,600$ RETIRED
4 Routine Maintenance (pull well,
check pipe, shaft, motor, bail)7 $ 40,000 2021 -$ -$ -$ 43,600$ -$ -$ -$ -$ -$ -$ 52,000$
5 Routine Maintenance (pull well,
check pipe, shaft, motor, bail)7 $ 40,000 2020 -$ -$ 42,400$ -$ -$ -$ -$ -$ -$ 50,800$ -$
6 Routine Maintenance (pull well,
check pipe, shaft, motor, bail)7 $ 40,000 2019 -$ 41,200$ -$ -$ -$ -$ -$ -$ 49,600$ -$ -$
7 Routine Maintenance (pull well,
check pipe, shaft, motor, bail)7 $ 40,000 2020 -$ -$ 42,400$ -$ -$ -$ -$ -$ -$ 50,800$ -$
8 Routine Maintenance (pull well,
check pipe, shaft, motor, bail)7 $ 40,000 2021 -$ -$ -$ 43,600$ -$ -$ -$ -$ -$ -$ 52,000$
9 Routine Maintenance (pull well,
check pipe, shaft, motor, bail)7 $ 40,000 2025 -$ -$ -$ -$ -$ -$ -$ 48,400$ -$ -$ -$
10 Routine Maintenance (pull well,
check pipe, shaft, motor, bail)7 $ 40,000 2033 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
11 Routine Maintenance (pull well,
check pipe, shaft, motor, bail)7 $ 40,000 2042 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
12 Routine Maintenance (pull well,
check pipe, shaft, motor, bail)7 $ 40,000 2045 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
1,2 Seal and Abandon $ 25,000 2020 -$ -$ 26,500$ -$ -$ -$ -$ -$ -$ -$ -$
3 Seal and Abandon $ 25,000 2027 -$ -$ -$ -$ -$ -$ -$ -$ -$ 31,750$ -$
4 Seal and Abandon $ 25,000 2036 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
9 Construction (Replaces 1/2) $ 1,200,000 2018 1,200,000$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
10 Construction (Replaces 3) $ 1,200,000 2026 -$ -$ -$ -$ -$ -$ -$ -$ 1,488,000$ -$ -$
11 Construction (Replaces 4) $ 1,200,000 2035 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
12 Construction $ 1,200,000 2038 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
Towers
Municipal
Campus Painting 20 $ 1,600,000 2019 -$ 1,648,000$ -$ -$ -$ -$ -$ -$ -$ -$ -$
Daisy Knoll Abandon with cell structure -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
New Tower 1 Painting 20 $ 1,600,000 2040 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
New Tower 2 Painting 20 $ 1,600,000 2065 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
New Tower 1 Construction 100 $ 5,500,000 2020 -$ -$ 5,830,000$ -$ -$ -$ -$ -$ -$ -$ -$
New Tower 2 Construction 100 $ 5,500,000 2045 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$
TOTAL ANNUAL CIP 1,410,000$ 2,933,745$ 5,941,300$ 87,200$ 847,800$ 507,431$ 678,693$ 127,050$ 1,587,200$ 215,900$ 3,103,216$
C ity of F armington
430 T hird S treet
F armington, Minnesota
651.280.6800 - F ax 651.280.6899
www.c i.farmingto n.mn.us
TO:Water Board Members , C ity Administrator
F R O M:Matt Decur, As s is tant C ity Engineer
S UB J E C T:Well No. 9 C onstruc tion – C onsider Bids and Award a C ontract
D AT E:O c tober 22, 2018
IN T R O D UC T IO N
T he C ity s olicited bids for c onstruc tion of Well No.9, to be loc ated at 19995 Everhill Avenue.
D IS C US S IO N
T he advertisement for bids was made on S ept. 20, 2018. Bids were due by 3:00 p.m. on O c tober 16, 2018.
O ne bid was received and was publicly opened and read at C ity Hall. Below is a summary of the bid and
Engineer ’s Estimate.
WE LL N O. 9 C O N S T R UC T IO N - C IT Y P R O J E C T N O. 18-03
B ID S UMMARY
B I D D ER B AS E B ID ALT E R N AT E A ALT E R N AT E
B
T R AUT C O MPANI ES $210,200.00 $167,675.00 $122,925.00
ENG I NEER 'S ES T I MAT E $191,870.00 $136,700.00 $95,400.00
T he attac hed letter from Barr Engineering s ummarizes the bid and recommends awarding the BAS E BI D
and ALT ER NAT E B (24 inch well c as ing) for a c ontract total of $333,125.00.
C onstruc tion of the well will begin s hortly after the c ontract is awarded and be c omplete in F ebruary 2019.
P ump installation and modific ations to the wellhouse at Well No. 8 will be bid in the spring of 2019 and
cons tructed in the s ummer of 2019.
B UD GE T IMPAC T
T he 5-year C apital Improvement P lan (C I P ) c onsidered a total project c os t for Well No.9 to be $1.2
million. T his bid award is the firs t phase of the well cons truction and is in line with the es timated c os t
breakdown.
AC T ION R E Q UE S T E D
Award a c ontract for Well No.9 c onstruc tion to Traut C ompanies in the amount of $333,125.00 (BAS E
BI D + ALT ER NAT E B).
AT TAC HME N T S:
Type Desc ription
Bac kup Material Engineer's R ec ommendation of Award Memo
Barr Engineering Co. 4300 MarketPointe Drive, Suite 200, Minneapolis, MN 55435 952.832.2600 www.barr.com
October 17, 2018
Mr. Matt Decur
Assistant City Engineer
City of Farmington
430 Third Street
Farmington, MN 55024
Re: City of Farmington Well 9, City Project No. 18-03
Dear Mr. Decur:
The purpose of this letter is to recommend the award of the contract for City of Farmington Well 9, City
Project No. 18-03. One bid was received on Tuesday, October 16, 2018, at 3:00 p.m. This project includes
the construction of Well 9 only and does not include installation of a pump, motor, piping, controls work,
or wellhouse modifications, which is planned to be included in a future project. Mark J. Traut Wells was
the apparent low bidder with a base bid price of at $210,200.00. Traut’s total bid price for Alternate A is
$167,675.00, and Alternate B is $122,925.00. The engineer’s estimate for the base bid is $191,870.00,
Alternate A is $136,650.00, and Alternate B is $95,400.00. Traut’s bid for several line items, and the total
bid amounts are slightly higher than the Engineer’s estimate which was based on recent bids for similar
projects in the metro area. The increased costs are likely influenced by the compressed construction
schedule to complete the work, seasonal considerations including the need for winter work, along with
overall increasing costs in the construction market.
The total cost of the larger 30-inch casing included in Alternate A was bid $44,750.00 compared to the
smaller 24-inch casing included in Alternate B. The larger diameter well has the potential to increase the
cost of a pitless adapter to be installed as a part of a future project, however should not affect other site
costs such as the pump, motor, or manholes.
Construction of a 30” x 24” diameter well through award of Alternate A is not assumed to be necessary at
this time. Considering the lower costs of the 24” x 18” well, award of Alternate B is recommended. The
need for the larger diameter well may be influenced by bedrock geology conditions observed during the
drilling of the pilot hole. There is a low possibility that following completeion of the pilot hole, one or
more of the items included in Alternate A may need to be added to the contract through change order.
Written approval of the plans and specifications for the construction of Well 9 have not been obtained
from the Minnesota Department of Health (MDH) yet, but they have not indicated any objections to the
project at this time. Pre-construction approval has been received from the Minnesota DNR. Once approval
is received from MDH, we anticipate the project can proceed.
Mr. Matt Decur
October 17, 2018
Page 2
P:\Mpls\23 MN\19\23191386 Farmington- Well 9\WorkFiles\2-well design construction\7- Bidding\Farmington_Recommendation of Award_Well 9_DRAFT.docx
Mark J. Traut Wells, Inc. has completed many well drilling projects in the past as listed on the Section 00
41 00 Bid Form Attachment. Barr Engineering Co. staff have worked with Mark J. Traut Wells on previous
projects for other cities with successful outcomes. For this project, Mark J. Traut Wells is one of the few
contractors in the area that has the equipment needed to meet the schedule requirements of the project.
Therefore, based on the complete bid, total cost, and past contractor performance, Barr Engineering
recommends award of the Well 9 project to Mark J. Traut Wells, Inc. for the base bid amount of
$210,200.00. , and Alternate B amount of $122,925.00,
If you have any questions regarding any of these items, please do not hesitate to contact me.
Sincerely,
Ben Meemken, P.E.
C ity of Farm ington
430 T hird S treet
F armington, Minnes ota
651.280.6800 - F ax 651.280.6899
www.ci.farmington.mn.us
TO:Water Board Members , C ity Administrator
F R O M:Katy G ehler, P ublic Works Director
S UB J E C T:R equest to Move Hydrant at 517 1st S treet
D AT E:O c tober 22, 2018
IN T R O D UC T IO N
T he C ity has received a request to reloc ate a fire hydrant from the owner at 517 F irs t S treet. T he hydrant in
question was installed when the city improved the street and utilities. T he c ity originally owned this property
as the maintenance facility. S ince that time the site has been sold and had different us es . T he attached figure
s hows the location of the hydrant and proximity to the facility driveway.
D IS C US S IO N
T he owner of 517 1s t S treet purchas ed the property about 5 years ago. In that time the hydrant adjac ent to
the property has been hit by vehic les entering the private driveway. T he owner is reques ting the C ity relocate
the hydrant to avoid future damage.
B UD GE T IMPAC T
N/A
AC T ION R E Q UE S T E D
R eview the request and provide staff direc tion on how to proceed.
AT TAC HME N T S:
Type Desc ription
Bac kup Material Loc ation Map
C ity of Farm ington
430 T hird S treet
F armington, Minnes ota
651.280.6800 - F ax 651.280.6899
www.ci.farmington.mn.us
TO:Water Board Members , C ity Administrator
F R O M:Katy G ehler, P ublic Works Director
S UB J E C T:Approve Bills
D AT E:O c tober 22, 2018
IN T R O D UC T IO N
T he bills from S eptember 19, 2018 to O c tober 17, 2018 are attached for review and approval.
D IS C US S IO N
N/A
B UD GE T IMPAC T
N/A
AC T ION R E Q UE S T E D
R eview, disc uss, and approve the bills .
AT TAC HME N T S:
Type Desc ription
Bac kup Material Water Board Bills
10/17/2018CITY OF FARMINGTON 9:11:18R55CKS2LOGIS600V
1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection.
10/17/20189/19/2018 -
Check #AmountDate Supplier / Explanation PO#Doc No Inv No BU Obj Sub Subledger Account Description BU Description Co Dept Div
145037 9/21/2018 100030 CORE & MAIN, LP
06500 086220255.00 6502DRIVEWAY CASTINGS 168575 J421651 EQUIP SUPPLIES & PARTS WATER UTILITY EXPENSE
255.00
145060 9/21/2018 114625 MASTER MECHANICAL, INC
06500 086515381.52 6502WATER LEAK LABOR AND PARTS 168594 51680 BUILDING REPAIR SERVICE WATER UTILITY EXPENSE
381.52
145063 9/21/2018 113442 METERING & TECHNOLOGY SOLUTIONS
06500 086220211.93 6502ORION REGISTER 168605 12474 EQUIP SUPPLIES & PARTS WATER UTILITY EXPENSE
211.93
145072 9/21/2018 101254 ORKIN EXTERMINATING, LLC
06500 086401105.01 6502PEST CONTROL SEPT'18 168590 173377255/28454299 PROFESSIONAL SERVICES WATER UTILITY EXPENSE
06500 08640117.66 6502PEST CONTROL SEPT'18 MAINT FAC 168597 173377807/28367911 PROFESSIONAL SERVICES WATER UTILITY EXPENSE
122.67
145106 9/21/2018 116432 LILLIS, KEVIN
06500 086570150.00 650219981 DESMOND CT-IRRGATN REIMB 168804 IRRIGATION
REIMBURSEMENT
PROGRAMMING EXPENSE WATER UTILITY EXPENSE
150.00
145111 9/28/2018 112190 BARR ENGINEERING COMPANY
06500 0864015,598.50 6502WELL 9 CONSTRUCTION SUPPORT 168861 23191386.00-3 PROFESSIONAL SERVICES01803 WATER UTILITY EXPENSE
5,598.50
145112 9/28/2018 116528 BEISSEL, CRAIG
06500 086570145.49 650219407 ELLINGTON TRL-IRRG REIMB 168919 19407 ELLINGTON
IRR
PROGRAMMING EXPENSE WATER UTILITY EXPENSE
145.49
145117 9/28/2018 116430 BUDDE, MICHAEL
06500 086570145.49 650219374 ELLINGTON TRL--IRRGN RMB 168851 IRRIGATION
REIMBURSEMENT
PROGRAMMING EXPENSE WATER UTILITY EXPENSE
145.49
145124 9/28/2018 100030 CORE & MAIN, LP
06500 08622048.46 6502GATE VALVE BOX TOP SECTION 168841 J449865 EQUIP SUPPLIES & PARTS WATER UTILITY EXPENSE
48.46
145129 9/28/2018 116428 DUNST, JEFF
06500 086570145.49 650219356 ELLINGTON TRL-IRRG REIMB 168853 IRRIGATION
REIMBURSEMENT
PROGRAMMING EXPENSE WATER UTILITY EXPENSE
145.49
145130 9/28/2018 116429 ELLINGSON, JIM
06500 08657099.00 650219392 EMBERS AVE-IRRGATN REIMB 168854 IRRIGATION
REIMBURSEMENT
PROGRAMMING EXPENSE WATER UTILITY EXPENSE
10/17/2018CITY OF FARMINGTON 9:11:18R55CKS2LOGIS600V
2Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection.
10/17/20189/19/2018 -
Check #AmountDate Supplier / Explanation PO#Doc No Inv No BU Obj Sub Subledger Account Description BU Description Co Dept Div
99.00
145131 9/28/2018 100022 FARMINGTON PRINTING INC
06500 086450154.50 6502UTILITY BILLING ENVELOPES 168862 12671 OUTSIDE PRINTING WATER UTILITY EXPENSE
154.50
145133 9/28/2018 100024 GOPHER STATE ONE-CALL
06500 086401206.55 6502AUGUST 2018 LOCATES 168880 8080372 PROFESSIONAL SERVICES WATER UTILITY EXPENSE
206.55
145134 9/28/2018 100007 HAWKINS INC
06500 08626024,819.30 6502WELL CHEMICAL ORDER 168884 4358886 CHEMICALS WATER UTILITY EXPENSE
24,819.30
145139 9/28/2018 116431 JARBOE, ALEXANDER
06500 086570150.00 650218552 DULUTH ST-IRRGATN REIMBM 168852 IRRIGATION
REIMBURSEMENT
PROGRAMMING EXPENSE WATER UTILITY EXPENSE
150.00
145149 9/28/2018 113442 METERING & TECHNOLOGY SOLUTIONS
06500 086220174.59 6502METER FROST PLATES/COPPER WIRE 168883 12520 EQUIP SUPPLIES & PARTS WATER UTILITY EXPENSE
174.59
145153 9/28/2018 102725 MINNESOTA DEPT OF HEALTH
06500 08656011,012.00 65023RD QTR SERVICE CONNECTION FEE 168905 1190008
JUL-SEPT'18
CONTRACTUAL SERVICES WATER UTILITY EXPENSE
11,012.00
145155 9/28/2018 100070 MINNESOTA VALLEY TESTING LABORATORIES
06500 08640125.00 6502COLIFORM COLILERT BAC-T SAMPLE 168882 936345 PROFESSIONAL SERVICES WATER UTILITY EXPENSE
25.00
145158 9/28/2018 113031 NRG RELIABILITY SOLUTIONS LLC
06500 0864221,590.02 6502CMF ELEC AUG'18 168869 3347-1809 ELECTRIC WATER UTILITY EXPENSE
1,590.02
145196 10/5/2018 100025 CINTAS CORP LOC 754
06500 08629032.07 6502WEEKLY UNIFORM CLEANING SEP'18 168943 4010190716 UNIFORMS & CLOTHING WATER UTILITY EXPENSE
06500 08629032.07 6502WEEKLY UNIFORM CLEANING SEP'18 169157 4009923375 UNIFORMS & CLOTHING WATER UTILITY EXPENSE
06500 08629032.07 6502WEEKLY UNIFORM CLEANING SEP'18 169175 4009681348 UNIFORMS & CLOTHING WATER UTILITY EXPENSE
06500 08629032.07 6502WEEKLY UNIFORM CLEANING SEP'18 169234 4009404579 UNIFORMS & CLOTHING WATER UTILITY EXPENSE
128.28
145198 10/5/2018 100030 CORE & MAIN, LP
06500 08622056.52 6502GATE VALVE BOX RISERS 169166 J482423 EQUIP SUPPLIES & PARTS WATER UTILITY EXPENSE
56.52
145215 10/5/2018 107123 GS DIRECT INC
10/17/2018CITY OF FARMINGTON 9:11:18R55CKS2LOGIS600V
3Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection.
10/17/20189/19/2018 -
Check #AmountDate Supplier / Explanation PO#Doc No Inv No BU Obj Sub Subledger Account Description BU Description Co Dept Div
06500 08625016.68 6502PLOTTER SUPPLIES 169176 344682 OTHER SUPPLIES & PARTS WATER UTILITY EXPENSE
16.68
145226 10/5/2018 112404 JOLLEY, GERALDINE M
06500 086570150.00 65021004 MAPLE ST IRRIGATION REIMB 169083 1004 MAPLE ST IRR PROGRAMMING EXPENSE WATER UTILITY EXPENSE
150.00
145233 10/5/2018 113442 METERING & TECHNOLOGY SOLUTIONS
06500 0862209,681.93 650250 ORION REGISTERS 169218 12560 EQUIP SUPPLIES & PARTS WATER UTILITY EXPENSE
9,681.93
145237 10/5/2018 100070 MINNESOTA VALLEY TESTING LABORATORIES
06500 08640148.75 650250 ORION REGISTERS 169219 937339 PROFESSIONAL SERVICES WATER UTILITY EXPENSE
48.75
145245 10/5/2018 100093 PELLICCI HARDWARE & RENTAL
06500 08624037.49 6502GARBAGE BAGS 169155 85931 BUILDING SUPPLIES & PARTS WATER UTILITY EXPENSE
06500 08624082.98 6502PAPER PRODUCTS 169231 78157 BUILDING SUPPLIES & PARTS WATER UTILITY EXPENSE
120.47
145265 10/5/2018 116538 SPARE DESIGN, INC
06500 0864016,400.00 6502WATER TOWER GRAPHICS DESIGN 169109 COF.101.1 PROFESSIONAL SERVICES01902 WATER UTILITY EXPENSE
6,400.00
145273 10/5/2018 112307 T-MOBILE
06500 0862206.67 6502GPS SERVICE SEPT'18 169108 823329497 SEPT'18 EQUIP SUPPLIES & PARTS WATER UTILITY EXPENSE
6.67
145275 10/5/2018 110954 ULINE SHIPPING & SUPPLY SPECIALISTS, INC
06500 08622057.84 6502NEW OFFICE CHAIR 169158 101151451 EQUIP SUPPLIES & PARTS WATER UTILITY EXPENSE
57.84
145297 10/12/2018 100030 CORE & MAIN, LP
06500 08622020.00 6502BLUE MARKING FLAGS 169384 J509173 EQUIP SUPPLIES & PARTS WATER UTILITY EXPENSE
20.00
145316 10/12/2018 112416 IMPACT MAILING OF MN, INC
06500 08654553.64 6502SEPT'18 UB MAIL PREP 169331 135696 PYMT PROCESSING FEES WATER UTILITY EXPENSE
06500 086445256.24 6502SEPT'18 UB BILL POSTAGE 169331 135696 POSTAGE WATER UTILITY EXPENSE
309.88
145317 10/12/2018 116566 I-STATE TRUCK CENTER
06500 08695083,002.00 6502NEW PLOW TRUCK 169415 V242009357 MACHINERY & EQUIPMENT WATER UTILITY EXPENSE
83,002.00
145324 10/12/2018 102456 KLM ENGINEERING INC
06500 08640114,000.00 6502WATER TOWER DESIGN SERVICES 169401 6949 PROFESSIONAL SERVICES01902 WATER UTILITY EXPENSE
14,000.00
10/17/2018CITY OF FARMINGTON 9:11:18R55CKS2LOGIS600V
4Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection.
10/17/20189/19/2018 -
Check #AmountDate Supplier / Explanation PO#Doc No Inv No BU Obj Sub Subledger Account Description BU Description Co Dept Div
145330 10/12/2018 100070 MINNESOTA VALLEY TESTING LABORATORIES
06500 08640137.50 6502COLIFORM COLILERT BAC-T SAMPLE 169398 938470 PROFESSIONAL SERVICES WATER UTILITY EXPENSE
37.50
145339 10/12/2018 115647 PERFECTION PLUS, INC.
06500 086401117.23 6502MONTHLY CLEAN SERVICE AUG'18 169341 1128875 PROFESSIONAL SERVICES WATER UTILITY EXPENSE
117.23
145352 10/12/2018 100062 SWEET KNEADS BAKERY
06500 0864808.00 6502WATER TOWER MEETING COOKIES 169389 7787231 MEETING EXPENSE WATER UTILITY EXPENSE
8.00
20180907 9/19/2018 111046 VOYAGER FLEET SYSTEMS INC
06500 086272202.59 6502AUG'18 FUEL WATER 168202 AUG'18 869088237
WATER
FUEL WATER UTILITY EXPENSE
06500 08627275.21 6502AUG'18 FUEL BLDG MAINT 168447 AUG'18 869088237
BLDG MNT
FUEL WATER UTILITY EXPENSE
277.80
20180910 9/20/2018 108980 MINNESOTA ENERGY RESOURCES CORPORATION
06500 08642319.20 6502WELL HOUSE 1 OAK ST GAS AUG'18 168365 0506788875 AUG'18 NATURAL GAS WATER UTILITY EXPENSE
06500 08642338.79 6502CMF GAS AUG'18 168448 0502362190 AUG'18 NATURAL GAS WATER UTILITY EXPENSE
06500 08642314.54 65021ST STREET GARAGE GAS AUG'18 168449 0505547424 AUG'18 NATURAL GAS WATER UTILITY EXPENSE
72.53
20180916 9/28/2018 102160 CARDMEMBER SERVICES
06500 08641235.01 6502JUL'18 DATA CARD FEES 168611 6913-7715-8/20 CELLULAR PHONES WATER UTILITY EXPENSE
06500 08641297.27 6502JUL'18 CELL PHONE SERVICE 168612 6913-4568-8/27 CELLULAR PHONES WATER UTILITY EXPENSE
06500 086412131.18 6502CELL PHONE CASES 168659 1726-5591-8/29 CELLULAR PHONES WATER UTILITY EXPENSE
263.46
20180918 9/28/2018 100085 DAKOTA ELECTRIC ASSOCIATION
06500 08642243.97 6502195TH WATER TOWER ELEC AUG'18 168536 200002587095
AUG'18
ELECTRIC WATER UTILITY EXPENSE
06500 0864221,655.52 6502WELL #5 ELEC AUG'18 168537 200002785533
AUG'18
ELECTRIC WATER UTILITY EXPENSE
06500 08642224.25 6502DAISY KNOLL TOWER ELEC AUG'18 168540 200001318518
AUG'18
ELECTRIC WATER UTILITY EXPENSE
06500 0864223,386.18 6502WELL #4 ELEC AUG'18 168541 200001318526
AUG'18
ELECTRIC WATER UTILITY EXPENSE
06500 0864225,413.27 6502WELL #6 ELEC AUG'18 168542 200001550151
AUG'18
ELECTRIC WATER UTILITY EXPENSE
06500 0864221,434.88 6502WELL #7 ELEC AUG'18 168543 200003490737
AUG'18
ELECTRIC WATER UTILITY EXPENSE
06500 0864222,039.60 6502WELL #8 ELEC AUG'18 168544 200004199709 ELECTRIC WATER UTILITY EXPENSE
10/17/2018CITY OF FARMINGTON 9:11:18R55CKS2LOGIS600V
5Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection.
10/17/20189/19/2018 -
Check #AmountDate Supplier / Explanation PO#Doc No Inv No BU Obj Sub Subledger Account Description BU Description Co Dept Div
AUG'18
13,997.67
20181008 10/4/2018 100394 XCEL ENERGY
06500 0864224,395.48 6502WELL #1 & 3 ELEC AUG'18 168566 51-4874005-0
AUG'18
ELECTRIC WATER UTILITY EXPENSE
06500 086422124.86 6502CITY GARAGE ELEC AUG'18 168566 51-4874005-0
AUG'18
ELECTRIC WATER UTILITY EXPENSE
4,520.34
Report Totals 178,729.06
C ity of Farm ington
430 T hird S treet
F armington, Minnes ota
651.280.6800 - F ax 651.280.6899
www.ci.farmington.mn.us
TO:Water Board Members , C ity Administrator
F R O M:Katy G ehler, P ublic Works Director
S UB J E C T:P roject and Information Update
D AT E:O c tober 22, 2018
IN T R O D UC T IO N
S taff will provide an update on the following items:
Irrigation c ontroller upgrade program
Water Tower R econditioning
Westview Acres S treet R ec onstruc tion
AT TAC HME N T S:
Type Desc ription
Bac kup Material Water Tower R ec onditioning Update
Bac kup Material Wes tview Ac res S treet & Utility R econs truction
Update
Bac kup Material Wes tview Ac res F easibility S tudy
Bac kup Material Wes tview Ac res F easibility S tudy F igures
City of Farmington
430 Third Street
Farmington, Minnesota
651.280.6800- fax 651.280.6899
www.ci.farmington.mn.us
TO: Water Board Members, City Administrator
FROM: Katy Gehler, Public Works Director
SUBJECT: Water Tower Reconditioning
DATE: October 22, 2018
INTRODUCTION
The City awarded the professional services contract to KLM Engineering in August to prepare
the plans and specifications for the reconditioning of the water tower at the municipal center.
This memo provides a summary of the work completed over the last month.
DISCUSSION
The advertisement for bids was made on Sept. 26, 2018. A pre-bid meeting was held on
Wednesday Oct. 17, 2018 to review the project site and answer any questions of potential
bidders. Bids are due on Oct. 24, 21008 and will be publically opened and read at City Hall. The
bids will be brought to the Water Board at the Nov. 2018 meeting for consideration of award.
The schedule below details project milestones.
Date Project Milestone
Aug. 2018 Preliminary notice of project to antenna carriers
Aug / Sept 2018 Develop Plans and specifications
Aug / Sept 2018 Develop draft graphic design for inclusion in plans and specifications
Sept. 26 2018 Advertise for bids
Oct. 17, 2018 Pre-Bid Meeting
Oct. 24, 2018 Bid Opening
Nov 2018 Award Contract
Spring 2019 Pre-Construction Meetings (coordinate with antenna carriers)
Mar /Apr 2019 Spring Hydrant Flushing / Bring Daisy Knoll Tower online
Apr to July 2019 Water Tower Reconditioning (15-17 weeks)
Fall 2019 Antenna Relocation and Site Restoration
ACTION REQUESTED
No action requested, informational only
City of Farmington
430 Third Street
Farmington, Minnesota
651.280.6800- fax 651.280.6899
www.ci.farmington.mn.us
TO: Water Board Members, City Administrator
FROM: Katy Gehler, Public Works Director
SUBJECT: Westview Acres Street & Utility Reconstruction
DATE: October 22, 2018
INTRODUCTION
In June the City entered into a professional services agreement with Bolton & Menk to prepare a
feasibility report and complete design services for the 2019 Westview Street and Utility Reconstruction
Project. The feasibility report is completed and the text and figures are attached for review. The
feasibility report details existing conditions and proposed improvements to infrastructure in the
Westview neighborhood. The City Council reviewed and approved the study at their Oct. 15, 2018
regular meeting and authorized preparation of plans and specifications.
DISCUSSION
Water Fund related work on the project entails replacement of the watermain. The watermain was
installed with the original development and has experienced increasing watermain breaks. The project
incorporates complete replacement of the ductile iron pipe with new plastic watermain. Individual
residential services will be replaced to the right of way or curb stop.
Soil borings completed as part of the feasibility study revealed groundwater depths of seven to 13
feet. Sanitary sewer and watermain recommended for replacement in the feasibility report will be
installed below these depths and will require a large dewatering system during construction.
The initial project scope included reconstruction of streets and underlying utilities in Westview. The
feasibility study encompassed investigating the existing condition of utilities throughout the project area
and found sanitary sewer and watermain in side and rear yard easements to be past its useful life and/or
undersized. The feasibility report recommends adding replacement of these utilities to the project scope
and using trenchless technology due to proximity to private homes.
Based on information in the Feasibility Report, the estimated cost for the 2019 Westview Street and Utility
Reconstruction project is $4,513,058. Funding for the project is recommended as follows:
• $1,203,800 Sanitary Sewer Fund
• $771,038 Water Fund
• $281,100 Storm Sewer Fund
• $1,982,300 city issuance of debt
The schedule below details project milestones.
Project Milestone Date
Council Review and Approval of 2019 Street Reconstruction Project March 2018
RFP for engineering services May 31, 2018
Award Engineering Contract June 18, 2018
Drainage Review (Including School District) July 2018
Soil Exploration and Surveying July/August 2018
Informational Meeting August 2, 2018
Tree Survey and Evaluation August 2018
Complete Feasibility Report August 2018
Informational Meeting Sept. 27, 2018
Accept Feasibility Report / Order Plans & Specs October 15, 2018
Develop Plans and Specifications October-January
Informational Meeting Early January 2019
Finalize Plans and Specifications January 2019
Approve Plans and Specifications / Order Advertisement for Bids January 22, 2019
Open Bids Late February 2019
Accept Bids/Award Contract March 18, 2019
Informational Meeting/Individual Property Meetings April 2019
Begin Construction April/May 2019
Complete Base Course of Bituminous Pavement October 2019
Complete Final Course of Bituminous Pavement September 2020
ACTION REQUESTED
No action requested, informational only
Feasibility Report For
2019 Westview Street & Utility Improvements
City of Farmington, MN
October 15, 2018
Submitted by:
Bolton & Menk, Inc.
1960 Premier Drive
Mankato, MN 56001
P: 507-625-4171
F: 507-625-4177
Prepared by: Bolton & Menk, Inc. Certification
2019 Westview Street & Utility Improvements Project ǀ T18.116802
Certification
Feasibility Report
for
2019 Westview Street &
Utility Improvements Project
City of Farmington
Farmington, MN
City Project No. 19-01
BMI Project No. T18.116802
October 15, 2018
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.
By:
Matthew R. Blazer, P.E.
License No. 56110
Date: 10/10/2018
Prepared by: Bolton & Menk, Inc. Table of Contents
2019 Westview Street & Utility Improvements Project ǀ T18.116802
Table of Contents
I. INTRODUCTION ...................................................................................................................... 1
II. STREET & UTILITES ................................................................................................................. 2
Prepared by: Bolton & Menk, Inc. INTRODUCTION
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 1
I. INTRODUCTION
The City of Farmington’s Capital Improvement Plan identifies the Westview Street and Utility
Improvement Project for construction in 2019. The project includes utility and street reconstruction
on the following City streets:
• Hickory Street
• Westwood Court
• Westlyn Court
• Westgail Court
• Westview Drive
• Westdel Road
See Figure 1.3 in Appendix A for the proposed project location map.
This report will review the existing conditions in the project area and discuss, in detail, the
proposed improvements. The proposed improvements will consist of complete street and utility
reconstruction. The complete utility reconstruction will include watermain replacement, sanitary
sewer main replacement, water and sanitary sewer service replacement, storm sewer upgrades, and
the addition of a Stormwater Best Management Practice (BMP). The report will also provide
preliminary cost estimates for the proposed improvements with financing for the project coming
from a combination of the City’s general tax levy and the City’s sewer and water utility funds.
See Figure 1.4-1.14 in Appendix A for the proposed street and utility improvement maps.
A neighborhood meeting was held on August 2, 2018. The purpose of the meeting was to inform
the property owners located within the project area of the improvements being considered, to gather
input from the impacted residents, and to answer any questions that the property owners had.
Successful projects incorporate a very proactive public process in order to provide information and
awareness of the project, as well as to provide comments on potential design options. To facilitate
this public input a mailed project questionnaire was been developed, an online questionnaire was
available, informational pamphlets were distributed (explaining typical infrastructure projects), and
a project website is available with up-to-date project information. Copies of the completed
questionnaires returned to the City can be found in Appendix C.
A second open house was held on September 27, 2018 to present the preliminary findings of this
feasibility report to the neighborhood and receive more input from the neighborhood. Staff outlined
the proposed street and utility improvements with an emphasis on the improvements to the street
drainage and flooding.
If the City decides to proceed with the proposed street and utility improvements described in this
report, it is anticipated construction would begin in 2019 as shown in the detailed project schedule
found on page 12.
Prepared by: Bolton & Menk, Inc. STREET & UTILITES
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 2
II. STREET & UTILITES
Prepared by: Bolton & Menk, Inc. STREET & UTILITES
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 3
subgrade problems.
Soil borings were completed in the area by Northern Technologies to determine the existing
roadway section and soil properties. The report is included in Appendix E. The existing
bituminous pavement thickness ranges from 3.0 to 5.5 inches with a gravel aggregate base
thickness range of 2.0 to 4.0 inches. Existing subgrade soils found beneath the aggregate base
consist of silty sand and clayey sand. Groundwater was observed in some borings at depths
ranging from 7 to 13 feet below finished grade.
There is an existing 8-inch vitrified clay pipe (VCP) sanitary sewer main which flows from
west to east along Hickory Street terminating at a lift station in Westview Park. This main
receives flow from existing 8-inch VCP mains located on Westwood Court, Westlyn Court,
Westgail Court, Westview Drive, and Westdel Road. The existing condition of the sanitary
sewer system was documented by televising of the sewer main. The televising revealed the
presence of numerous sags and cracks throughout the sanitary system in the Westview
Neighborhood. Pipe cracks can lead to pipe failure via collapse and groundwater infiltration
especially in the high ground water condition that is present. The groundwater infiltration
adds extra “clean water” to the wastewater flow causing the waste water treatment plant to
treat extra water, in turn causing inflated sanitary sewer rates and places unneeded strain on
the sanitary system. Both pipe cracks and sags can also lead to sewage backups causing
property damage and resident frustration. Existing service laterals to the lots within the
project area are anticipated to be 4-inch cast iron pipe (CIP).
An existing sanitary lift station is located in Westview Park on Hickory Street. Records show
that the lift station is constantly running and carries large flows most likely due to the
previously discussed groundwater infiltration. A 4-inch (CIP) forcemain conveys the sewage
from the lift station to a manhole on the east end of Hickory Street where it flows north out of
the project area. The forcemain has had a history of breaks requiring emergency repairs by
City staff at a large expense.
An existing 12-inch diameter ductile iron pipe (DIP) watermain which runs the entire length
of Hickory Street. A 6-inch diameter DIP runs along Westdel Road and Westview Drive.
Westwod Court, Westlyn Court, and Westgail Court have 4-inch diameter DIP watermain.
The City has experienced a history of watermain breaks in this neighborhood. Existing
service lines to lots within the
project area are anticipated to be 1-
inch copper.
There is minimal existing storm
sewer system on Hickory Street
consisting of two catch basin
structures near Westview Drive.
The collected storm water is piped
by reinforced concrete pipe (RCP)
to the north where it empties to a
small failing linear infiltration
feature long past its expected useful
life expectancy. From the pond the
water is primarily designed to
infiltrate into the ground, but in
large events some of the water
flows through an open channel to
the east and then north to an outlet
pipe at the northeast corner. This
system constantly backs up during large rain events causing the street to flood. The street
remains flooded for anywhere between a few hours to several days before it completely
Existing failed storm water feature in Westview Park
Prepared by: Bolton & Menk, Inc. STREET & UTILITES
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 4
drains after these events. In the winter, the City also has to routinely plow the open channel to
keep the road from flooding and icing over.
Westdel Road has an existing storm sewer system that consists of two catch basin structures
near the east side. The collected stormwater is piped by 12-inch RCP to the south where it
enters a ditch system along 220th Street.
Prepared by: Bolton & Menk, Inc. STREET & UTILITES
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 5
promote better drainage and allows for easier snow removal.
Hickory Street, Westwood Court, Westlyn Court, Westgail Court, and Westview Drive are
proposed to be constructed at 34 feet from face of curb to face of curb. The extra width was
desired to allow for ease of traffic with on street parking on both sides of the street around
Westview Park which typically sees a high volume of parked cars during sporting events on
the adjacent school property. Westdel Road is proposed to be constructed at 32 feet both
matching the standard residential street and the existing street width.
Westwood Court, Westlyn Court, and Westgail Court all have existing cul-de-sacs. The radii
of proposed cul-de-sacs will match the existing cul-de-sac radii. The existing radii match the
existing City standard
The new roadway horizontal alignment and vertical profile is expected to remain, for the
majority, similar to the existing roadway. The only area currently predicted to change would
be at the low point near Westview Park to promote drainage and reduce flooding impact to
property owners. Horizontal alignment of the roadway is approximately centered on the
right-of-way. All streets in the neighborhood have a 60-foot wide right-of-way.
The street will be reconstructed to the current city standard pavement section, which
accommodates loading by garbage trucks, school buses, and infrequent contractor trucks.
The current city standard road section is:
• 1 1/2” Bituminous Wearing Course
• 2” Bituminous Non-Wearing Course
• 12” Class 5 Aggregate Base
Due to the sandy nature of the soils and high ground water table, it is not anticipated that
drain tile will be necessary. In areas where soil conditions differ from the soil borings and
undesirable material is found, additional subgrade excavation and replacement material may
be required.
All driveways will get a new 5’ long x 30’ maximum width concrete apron matching the City
standard. Behind the concrete apron new material matching the existing material will be
installed to the necessary grading limits as determined during final design. Some driveways
within the project area exceed the city maximum driveway width of 30 feet, these driveways
will be taper to the required 30 ft width beginning at the right-of-way ending at the back of
the 5 feet deep apron. Properties with multiple driveways combined to exceed the 30 feet
maximum will be given a curb cut on a case by case basis.
All disturbed boulevard areas will be restored with 6 inches of topsoil and new sod. Tree
replacement is not planned on the project but will be considered for properties with
substantial tree loss. In any case there will be no tree replacement with in the right-of-way. It
will be the responsibility of property owners to replace all impacted existing landscaping,
irrigation, fences, and pet fences with in the city right-of-way. At the third informational
meeting homeowners will be able to see all planned construction impacts. If necessary staff
will be available in the spring to meet with individual property owners to go over these
impacts so they may relocate any existing landscaping in the right-of-way prior to
construction.
Prepared by: Bolton & Menk, Inc. STREET & UTILITES
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 6
Prepared by: Bolton & Menk, Inc. STREET & UTILITES
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 7
proposed watermain is under the street. This allows for easier access for repairs should a
break occur in the future.
One segment of watermain will require replacement via trenchless watermain due to its
proximity to existing residences and potential property impacts. On the east side of Westdel
Road between Westdel Road and Hickory Street the watermain will be replaced via
trenchless watermain. The existing watermain here is then proposed to be abandoned.
The water connection on the west end of Westdel Road to Hickory Street will be rerouted to
the South to 220th Street West, then North along Denmark Ave as seen in Figure 1.14 in
Appendix A. The necessary alignment to directionally drill the watermain along the existing
route places the watermain in close proximity to the garage of 313 Hickory Street making a
greater risk for adverse impacts during construction and difficult future maintenance.
All water service lines to individual residences are proposed for replacement from the new
main to the right-of-way. The new lines will be upgraded to 1-inch polyethylene (PE) with a
new curb stop and box placed at the right-of-way. A PE service is more durable, is not subject
to kinking like copper, not subject to corrosion, and more cost effective. Similar to the
sanitary sewer services, property owners will be given an opportunity to replace their
remaining service from the Right-of-way to the house at their own cost.
Prepared by: Bolton & Menk, Inc. STREET & UTILITES
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 8
2) Reduce the flood inundation time after rainfall has ceased. That is, reduce the time that
stormwater sits in the street.
3) Convey surface and storm sewer discharge to designated detention areas for flood storage
and discharge.
4) Improve downstream water quality by filtering and ponding sediment and other
pollutants.
Several options were considered for flood storage. These included utilization of the City’s
Westview Park adjacent to Hickory Street and several options in the School District’s
Property (ISD 192) to create additional surface storage. Appendix F displays the analyzed
options.
Westview Park Basin: Westview Park is situated north of Hickory Street and is the regional
low area where stormwater runoff accumulates during rainfall events and is stored in the
street and park until capacity is available in the downstream receiving system. The City
intends to utilize vegetated areas of the park to construct a shallow, stormwater capture basin
to reduce flooding in the street and to settle sediment and remove pollutants from storm water
runoff. A new, piped outlet would be constructed from the proposed Westview Park basin,
along the south edge of School District Property, then north into the existing low area on the
school property. An existing storm sewer pipe will continue to convey storm water away
from the site.
School District Property Basin: Three additional options were analyzed to compliment the
basin in Westview Park to create additional flood storage, further reduce flood elevations in
Hickory Street and reduce flood inundation times. Each of the School District Park options
also include construction of the Westview Park basin.
Option 1: This option would consider expansion of the current low area along the east
side of the athletic field. The far eastern athletic field would be regraded to a gradual
slope to the West. Grading in the field will create additional flood storage, but provide
adequate drainage across the field and isolate the lowest point on the east side of the
property. This low area would flood during large rain events and dry out over the next 12
- 48 hours
Option 2: This option would consider regrading the far eastern field to maintain its
athletic use while expanding the flood storage capacity of the low point. Essentially the
entire eastern field would be lowered 2-4 ft to create a large depression and maximizing
the storage capacity during rain events. This option again compliments both uses by
maintaining field activities during dry periods, or between rainfall events, while utilizing
the field area for flood storage during rainfall events and approximately 12 to 48 hours
after.
Option 3: This option focusses on flood storage and water quality improvements by
converting the existing open channel area on the south side of the School District
Property to a series of infiltration swales plus conversions of the far eastern athletic field
to a flood storage area, similar to Option 2.
The recommended option, as shown in Appendix F, includes the Westview Park Basin. The
city will to work with the school district to pursue Option 1 in School District Property. This
option balances cost and useable athletic space while providing reduced flood elevations and
reduced duration of inundation along Hickory Street. This combination of storms basins also
benefits the School District property by reducing the inundated area during rain events,
reducing the time that area is inundated, and provides treatment for the storm runoff from
their property. The athletic field would remain in use during dry periods and within 48 hours
after a storm. Coordination with the School District regarding use of their property is
currently ongoing. Additional coordination and verification of use will be required during
Prepared by: Bolton & Menk, Inc. STREET & UTILITES
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 9
final design. If additional space is available, changes in the BMP will be made during final
design.
The following table describes the anticipated volumes of stormwater runoff at the low point
in Hickory Street as well as the additional storage provided at Westview Park and the School
District Property.
Condition Volume Location
5-year 10-year 100-year
(cu-ft) (cu-ft) (cu-ft)
Existing
Conditions
Ex. Storage in Westview Park 1,089
Westview Storm Water Runoff 17,438 34,762 57,442
Approx. Inundation Depth 0.76 ft 0.90 ft 1.3 ft
Ex. Storage on School Property 53,859
School Property Storm Water Runoff 46,104 74,930 266,316
Approx. Inundation Depth 0.99 ft 1.27 ft 2.38 ft
Recommendation
Proposed Westview Park Basin 38,152
Westview Storm Water Runoff 17,438 34,762 57,442
Approx. Inundation Depth 0.1 ft 0.40 ft 0.9
Option 1 - School District Basin 99,447
School Property Storm Water Runoff 46,104 74,930 266,316
Approx. Inundation Depth 0.56 ft 0.79 ft 2.51 ft
The constructed surface storage basins will also provide stormwater quality improvements to
help remove sediments and pollutant from the downstream system. The basins will be
shallow depressions with culvert outlets situated at the same elevation as the pond bottom.
While this limits the basin’s capacity to infiltrate stormwater and reduce total suspended
solids (TSS) and total phosphorus (TP), there is still some capacity for water quality
improvement. An urban water quality model, called P8, was used to estimate the TSS and TP
removals for the City Park basin and the school district property Option 1 basin. The
preliminary results are offered in the following table. Revisions to the final basin designs
will likely change the removal rates and will be updated upon completion.
Overall City Park Basin School District Basin - Option 1
Load
(lbs/yr)
%
Reduction
Removed
(lbs/yr)
Load
(lbs/yr)
%
Reduction
Removed
(lbs/yr)
Load
(lbs/yr)
%
Reduction
Removed
(lbs/yr)
TSS 2597.6 74.1% 1925.2 1388.8 74.4% 1033.3 1190.8 74.9% 891.9
TP 20.2 42.0% 8.5 11.3 40.6% 4.6 8.9 43.6% 3.9
Prepared by: Bolton & Menk, Inc. PERMITS
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 10
City. The City will contract with Xcel Energy for their replacement and upgrade to the City
standard street light. The actual number and location of the new proposed street lights will be
determined during final design.
Prepared by: Bolton & Menk, Inc. ESTIMATED COSTS & FINANCING
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 11
V. ESTIMATED COSTS & FINANCING
Detailed estimates of probable construction costs have been prepared for the improvements
described in this report and are included in Appendix B. All costs are based on anticipated
unit prices for the 2019 construction season. Table 2 below is an overall summary of the
estimated project costs and includes a 10% contingency and 25% allowance for engineering,
legal, administrative, and finance costs (indirect costs).
Table 2 – Estimated Project Costs by Street
Street Estimated Construction Cost*
Hickory Street $1,570,000
Westview Drive $702,700
Westwood Circle $294,400
Westlyn Court $246,200
Westgail Court $209,800
Westdel Road $471,300
Stormwater BMP $95,200
Total $3,588,700
Based on the previous section, the total project cost assigned to the City would be
$3,602,058. Various funds would be used to finance each improvement cost as shown in the
financing summary table shown below in Table 3.
Table 3 – Financing Summary by Item
Item Estimated Construction Cost* Indirect Cost** Fund
Streets $1,505,800 $376,500 Bond
Sanitary Sewer $963,000 $240,800 Sanitary Sewer Fund
Watermain $616,838 $154,200 Water Fund
Storm Sewer $129,700 $32,400 Storm Sewer Fund
Storm Water
BMP $95,200 $23,800 Storm Sewer Fund
Street Lighting $20,000 $0 Bond
IT Collaborative TBD TBD Bond
Total $3,602,058 $831,000
*Costs include a 10% contingency
** 25% allowance for engineering, legal, administrative, and finance costs
Prepared by: Bolton & Menk, Inc. PROJECT SCHEDULE
2019 Westview Street & Utility Improvements Project ǀ T18.116802 Page 12
VI. PROJECT SCHEDULE
The proposed project schedule is shown below:
Second Neighborhood Meeting ..................................................................... September 27, 2018
Accept Feasibility Report* ................................................................................ October 15, 2018
Order Preparation of Final Plans & Specifications* ......................................... October 15, 2018
Third Informational Neighborhood Meeting ............................................................ January 2019
Approve Plans and Specifications* .......................................................................... January 2019
Order Advertisement for Bids* ............................................................................... January 2019
Bid Opening ........................................................................................................... February 2019
Accept Bids/Award Contract* ...................................................................................March 2019
Fourth Informational Neighborhood Meeting ..............................................................April 2019
Begin Construction ............................................................................ Late April/Early May 2019
Substantial Completion .................................................................................................. Fall 2019
Final Asphalt Paving/ Final Completion ........................................................................ Fall 2020
* City Council Meeting
VII. FEASIBILITY AND RECOMMENDATION
This Report has been prepared to investigate the potential for making improvements to the existing
public streets and utilities in the Westview neighborhood, as well as improvements to stormwater
management practices as necessary to serve the neighborhood’s drainage patterns.
This Report has identified the recommended improvements to the infrastructure, provided estimated
costs of the recommended improvements, and identified a method of cost allocation, consistent with
the City of Farmington’s policies, to finance the improvements.
From an engineering standpoint, this project is feasible, cost effective, and necessary due to the
condition of the existing infrastructure, demand for new infrastructure, and the localized flooding
seen on Hickory Street. It is also feasible from a construction scheduling standpoint, with a detailed
schedule presented for completion of the work in 2019.
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Westview Street & Utility Improvements
City of Farmington
Figure 1.3
August 2018
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DWIGHT H & NANCY G BJERKE
922 WESTWOOD CT
148375201010
JOHN & GERALDINE ROTERT
300 HICKORY ST W
148375201100
JOHN A & VALORIE B
200 HICKORY ST W
146330002100
RICK A & KERRY J SHULTZ
220 HICKORY ST W
146330002180
ANTHONY GRAFF
321 HICKORY ST
142990001110
DAVID KITOWSKI
317 HICKORY ST
142990001100
JOSHUA & ANGELA GRUGAL
313 HICKORY ST
142990001090
PAMELA R JOHNSON
309 HICKORY ST
142990001080
MICHAEL R & MARY E MALONE
305 HICKORY ST
142990001070
KEVIN K & JENNIFER CONRAD
301 HICKORY ST
142990001060
THOMAS A & JENNIFER MERHAR
217 HICKORY ST
142990001050
KELLAN & ASHLEY CAMERON
213 HICKORY ST
142990001040
EDWARD R & NICOLE LOEFFLER
209 HICKORY ST W
142990001030
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922 WESTWOOD CT
148375201010
JOHN & GERALDINE ROTERT
300 HICKORY ST W
148375201100
JOHN A & VALORIE B
200 HICKORY ST W
146330002100
RICK A & KERRY J SHULTZ
220 HICKORY ST W
146330002180
ANTHONY GRAFF
321 HICKORY ST
142990001110
DAVID KITOWSKI
317 HICKORY ST
142990001100
JOSHUA & ANGELA GRUGAL
313 HICKORY ST
142990001090
PAMELA R JOHNSON
309 HICKORY ST
142990001080
MICHAEL R & MARY E MALONE
305 HICKORY ST
142990001070
KEVIN K & JENNIFER CONRAD
301 HICKORY ST
142990001060
THOMAS A & JENNIFER MERHAR
217 HICKORY ST
142990001050
KELLAN & ASHLEY CAMERON
213 HICKORY ST
142990001040
EDWARD R & NICOLE LOEFFLER
209 HICKORY ST W
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Westview Street & Utility Improvements
City of Farmington
Figure 1.4
August 2018
PROPOSED CONDITIONS
HICKORY STREET
EXISTING CONDITIONS
HICKORY STREET
WE
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BIT
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JOHN A & VALORIE BROECKERT
200 HICKORY ST W
146330002100
HLEY CAMERON EDWARD R & NICOLE LOEFFLER
209 HICKORY ST W
142990001030
THOMAS C & SHARON J OLSON
205 HICKORY ST
142990001020
MICHAEL T & PEGGY L GRAHAM
201 HICKORY ST
142990001010
NANCY J CORNAIR
197 HICKORY ST
148384001010
FANKLIN I HUBRED & STELLA HAMILTON
193 HICKORY ST
148384001020
ALLEEN E WICKTOR
ANDREW W FISCHER
121 HICKORY CT
148384001200
TERRY J & LORRAINE STAPF
100 HICKORY ST W
146330002010
GILBERT F & DF FEIST
120 JOCKORY ST W
146330002090
JOHNNY M & TRACI L HARDYMAN
1029 WESTVIEW DR
148380002010
MARK & PAULA O
39 HICKORY ST W
148380001020
JASON S & CONNIE K BERG
1024 WESTVIEW DR
148380001010
RANDALL A
1016 WEST
S
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CONCRETE
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CONCRETE
BENCHMARK
TNH=915.89
8" VCP 8" VCP 8" VCP
8"
V
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8" VCP
8" VCP
8"
V
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8"
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12"
D
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4"
D
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W
M
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4"
D
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6"
W
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JOHN A & VALORIE BROECKERT
200 HICKORY ST W
146330002100
HLEY CAMERON EDWARD R & NICOLE LOEFFLER
209 HICKORY ST W
142990001030
THOMAS C & SHARON J OLSON
205 HICKORY ST
142990001020
MICHAEL T & PEGGY L GRAHAM
201 HICKORY ST
142990001010
NANCY J CORNAIR
197 HICKORY ST
148384001010
FANKLIN I HUBRED & STELLA HAMILTON
193 HICKORY ST
148384001020
ALLEEN E WICKTOR
ANDREW W FISCHER
121 HICKORY CT
148384001200
TERRY J & LORRAINE STAPF
100 HICKORY ST W
146330002010
GILBERT F & DF FEIST
120 JOCKORY ST W
146330002090
JOHNNY M & TRACI L HARDYMAN
1029 WESTVIEW DR
148380002010
MARK & PAULA O
39 HICKORY ST W
148380001020
JASON S & CONNIE K BERG
1024 WESTVIEW DR
148380001010
RANDALL A
1016 WEST
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5
P
M
R
Westview Street & Utility Improvements
City of Farmington
Figure 1.5
August 2018
PROPOSED CONDITIONS
HICKORY STREET
EXISTING CONDITIONS
HICKORY STREET
WE
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W
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0 25 50
HORZ.
TRENCHLESS WATERMAIN
LINE SANITARY SEWER
ABANDON EX WATERMAIN
CO
N
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2
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2
1
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34 HICKORY ST
146330001060
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50 HICKORY ST W
1
4
6
3
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ERIC A & DESTINY PEARSON
30 HICKORY ST
146330001050
L
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M
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26 HICKORY ST
1
4
6
3
3
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2
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1029 WESTVIEW DR
148380002010
DUANE C & MARY TSTE EICH
1027 WESTVIEW DR
148380002020
M
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31 HICKORY ST W
1
4
8
3
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0
0
0
1
0
4
0
JOSEPH M WECKOP
35 HICKORY ST W
148380001030
MARK & PAULA OLSON
39 HICKORY ST W
148380001020JASON S & CONNIE K BERG
1024 WESTVIEW DR
148380001010
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34 HICKORY ST
146330001060
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50 HICKORY ST W
1
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30 HICKORY ST
146330001050
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1029 WESTVIEW DR
148380002010
DUANE C & MARY TSTE EICH
1027 WESTVIEW DR
148380002020
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8
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35 HICKORY ST W
148380001030
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39 HICKORY ST W
148380001020JASON S & CONNIE K BERG
1024 WESTVIEW DR
148380001010
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10
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9
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1
8
8
:
2
3
:
3
1
P
M
R
Westview Street & Utility Improvements
City of Farmington
Figure 1.6
August 2018
PROPOSED CONDITIONS
HICKORY STREET
EXISTING CONDITIONS
HICKORY STREETWES
T
V
I
E
W
C
T
R
WES
T
V
I
E
W
C
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35
'
F
-
F
60
'
FEETSCALE
0 25 50
HORZ.
R15
'
F
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C
R
1
5
'
F
O
C
ABANDON SANITARY
LIFT STATION
WESTVIEW PARK
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H
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K
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146
3
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CITY OF FARMINGTON
50 HICKORY ST W
146330000010
ERIC A & DESTINY PEARSON
30 HICKORY ST
146330001050
LOIS M HAMMER
26 HICKORY ST
146330001040
DESIREE KEOPHOTHISANE
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146330001030
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146330001011
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19 HICKORY ST W
148380002130
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27 HICKORY ST W
148380001050
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31 HICKORY ST W
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35 HICKORY ST W
148380001030
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15 HICKORY ST
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8 HICKORY ST W
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50 HICKORY ST W
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30 HICKORY ST
146330001050
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26 HICKORY ST
146330001040
DESIREE KEOPHOTHISANE
22 HICKORY ST
146330001030
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18 HICKORY ST W
146330001020
4 HICKORY ST W
146330001011
14 HICKORY ST W
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6 HICKORY ST W
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19 HICKORY ST W
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27 HICKORY ST W
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31 HICKORY ST W
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Figure 1.7
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P
M
R
Westview Street & Utility Improvements
City of Farmington
Figure 1.8
August 2018
EXISTING CONDITIONS
WESTWOOD COURT
HI
C
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PROPOSED CONDITIONS
WESTWOOD COURT
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35
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P
M
R
Westview Street & Utility Improvements
City of Farmington
Figure 1.9
August 2018
EXISTING CONDITIONS
WESTLYN COURT
PROPOSED CONDITIONS
WESTLYN COURT
HI
C
K
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Westview Street & Utility Improvements
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Figure 1.10
August 2018
EXISTING CONDITIONS
WESTGAIL COURT
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Westview Street & Utility Improvements
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Figure 1.11
August 2018
PROPOSED CONDITIONS
WESTVIEW DRIVE
EXISTING CONDITIONS
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M
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Westview Street & Utility Improvements
City of Farmington
Figure 1.12
August 2018
PROPOSED CONDITIONS
WESTVIEW DRIVE
EXISTING CONDITIONS
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P
M
R
Westview Street & Utility Improvements
City of Farmington
Figure 1.13
August 2018
PROPOSED CONDITIONS
WESTDEL ROAD
EXISTING CONDITIONS
WESTDEL ROAD
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R
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WESTDEL RD
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4 HICKORY ST W
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Westview Street & Utility Improvements
City of Farmington
Figure 1.14
August 2018
EXISTING CONDITIONS
PROPOSED CONDITIONS
R
FEETSCALE
0 25 50
HORZ.
DENMARK AVE (HWY 31)
HI
C
K
O
R
Y
S
T
22
0
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DENMARK AVE (HWY 31)
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C
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22
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H
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W
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PROPOSED WATERMAIN ROUTE
R
FEETSCALE
0 25 50
HORZ.
R
R
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 25 50
HORZ.
LINE EXISTING SANITARY SEWER
ABANDON SANITARY SEWER. NO LONGER
NECESSARY DUE TO ABANDONMENT OF
LIFT STATION
1S
T
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T
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