HomeMy Public PortalAboutMinutes_CCSpecialMeeting_07242017CITY COUNCIL SPECIAL MEETI NG
JULY 24, 2017 — 6:00 P.M.
IONA COMMUNITY CENTER
PRESENT: Mayor Brad Andersen, Council President Dan Gubler, Council Member Rob Geray,
Council Member Dan Garren, Council Member Kathy McNamara, Attorney Dale Storer, Public
Works Director Zech Prouse, and Officer Dustin Mathie.
ABSENT: City Clerk Shara Roberts and Chief of Police Karl Bowcutt.
VISITORS: Paul Scoresby, and Ted Hendricks.
Discussion and Approval of the Scope of Work for the Water System Improvement
Project: Engineer Paul Scoresby reported he has outlined three different options for the
Council's consideration for the water system improvement project, and passed around a detailed
cost analysis, "Exhibit A" and a map "Exhibit B". Mr. Scoresby discussed the water system
improvement in detail with the Council.
The Council had a detailed discussion about the pros and cons of each option presented by Mr.
Scoresby.
After further discussion, Mr. Scoresby indicated he would make adjustments to the options as
discussed. Additionally, Mayor Andersen will schedule a meeting with Rockwell Homes to
discuss the options which are being considered by the Council.
Discussion of Amending Iona City Code Sections 8-2-2, 8-2-14, 8-2-15, and 8-2-16 and
Adoption of Section 8-2-16A Relative to Water System Connection Fees: Attorney Storer
presented the amendments relating to the City's water system connection fee, "Exhibit C". He
explained the purpose of the amendments is to include verbiage which outlines periodic review
and adjust of the water connection fee by the City Council and a justifiable equity buy in
methodology for doing so.
He further explained the fee is based off of the value of the preexisting system and cannot be
used to fund future projected growth. However, the fee can be used towards operations,
maintenance, and repairs.
Additionally, he reported efforts to identify a qualified individual to appraise the water rights
continue.
Mayor Andersen noted some of the terminology in regards to cross connections should be
consistent with provisions already outlined in city code.
After further discussion, the Council determined they didn't have any further comments on the
verbiage drafted by Attorney Storer and approval for the amendments will take place at the next
regularly scheduled city council meeting on Tuesday, August 15`"
1
Hiring Sports Recreation Director: Mayor Andersen reported a few weeks ago Shari Moulton
resigned from her position as the Sports Recreation Director. He has offered the position to
previous employee Angel Chapa and is requesting approval from the Council.
Mayor Andersen entertained a motion. Council President Gubler moved to approve Angel Chapa
as the Sports Recreation Director. Council Member Geray seconded the motion. All in favor,
motion carried.
Meeting adjourned 8:05 p.m.
COUNCIL APPROVED: August 15th, 2017
ATTEST:
ara Roberts, City Clerk
Brad Andersen, Mayor
2
City of Iona
Water System Improvements Project - Option 1
Scope
1.0 million gallon water storage tank
$1,530,557
Well, well house & generator
$522,337
Transmission line along 49th N to 55th East
$678,487
Replacement waterline on 55th East and Steele Ave to Dayton St
$393,120
Generator for Well 2
$85,860
Total Including Contingency
Costs
$3,210,360
Construction
$3,210,360
Engineering
$471,000
Utilities & permitting
$40,500
Administration, bond attorney, city attorney, single act audit & interest
$151,000
Total
Funding Plan
$3,872,860
Total project cost
$3,872,860
$3,872,860
DEQ principal forgiveness
$0
$0
USCOE 595 grant
$0
$700,000
City cash
$200,000
$200,000
Amount of Loan
Estimated Increase to Monthly Home Water Rate
$3,672,860
$2,972,860
$19.31 $15.75
Exhibit "A"
Prepared by Schiess & Associates, 7/24/2017
Rate Impact to Each Home (EDU)
a Total project cost
$3,872,860 $3,872,860
b Amount of projected DEQ principal forgiveness
$0 $0
c Amount of USCOE 595 program grant funds
$0 $700,000
d Amount of city capital improvement reserves applied to project $200,000 $200,000
e DEQ loan amount=a-b-c-d $3,672,860 $2,972,860
f Loan interest rate (%)
g Payback period (years)
2.75 2.75
30 30
h Estimated annual loan payment
$181,382 $146,813
i Existing 0&M costs
from 2016 audit & accounting $250,370 $250,370
1
Projected additional 0&M costs of this project
$14,004 $14,004
k Total estimated annual costs =h+i+j $445,756 $411,187
I Amount of users (EDU's) at start of loan payback
from connection fee calculations
891 891
m Estimated monthly rate per home for loan payback
=h/1/12
$16.96 $13.73
n Estimated monthly rate per home for O&M after project is complete=(i+j)/1 $24.73 $24.73
Estimated monthly loan reserve per home (collect 10% of annual loan payment until 10% loan reserve is
o =h*.10/I/12 $1.70 $1.37
achieved)
p
Estimated monthly capital reserve per home (collect 1.2% of water system asset value annually - this funds=.012*$5,276,003/1/12
depreciation of current auditor kept assets) from connection fee calculations
q New monthly rate of each home after project is complete
r Current monthly rate of each home
s Estimated rate increase per home to fund project
=m+n+o+p
=q-r
$5.92 $5.92
$49.31
$30.00
$19.31
$45.75
$30.00
$15.75
Prepared by Schiess Associates, 7/24/2017
f
Estimate of Probable Cost for New Concrete Tank, Well and Well House at Heuer -Smith Property above Telford Road, a Transmission
Line on 49th N from Tank Site to 55th East, and Replacement of Waterline on 55th East from 49th N to Steele Ave and along Steele Ave
from 55th East to Dayton St.
Construction
Item No. !
Quantity uinit
n0 It Cost Extended Cost
1
Stripping and grubbing of tank site
1
Lump Sum
$4,500
$4,500
2
Rock excavation for tank
1,200
Cubic Yard
$40
$48,000
3
Smoothing course of crushed 3/4" gravel
420
Ton
$20
$8,400
4
1,000,000 gallon prestressed concrete tank & foundation (DN Tanks type with appurtenances)
1
Lump Sum
$1,150,000
$1,150,000
5
Rock excavation for tank site piping
200
Lineal Foot
$80
516,000
6
Site piping (inlet, outlet, overflow, drain)
200
Lineal Foot
$74
$14,800
7
SCADA link at tank
1
Lump Sum
$12,000
$12,000
8
Single phase power, breakers for lighting, depth sensor and control box
1
Lump Sum
$10,000
$10,000
9
14" valves w/box on tank site
3
Each
$7,000
$21,000
10
14" DI fittings on tank site (elbows)
6
Each
$2,000
$12,000
11
Overflow discharge structure
1
Lump Sum
$15,000
$15,000
12
Tank mixer
1
Lump Sum
$35,000
$35,000
13
Erosion control measures and seeding
1
Lump Sum
$4,000
$4,000
14
Rock excavation for transmission line from tank to Hillside Canal
1,100
Lineal Foot
$80
$88,000
15
Asphalt removal on Telford Rd preparatory to pipe lay
2,860
Square Yard
$5
$14,300
16
Hydrants along transmission line
8
Each
$4,500
$36,000
17
14" PVC C900 DR18 water pipe from tank site to 55th East on 49th N
3,875
Lineal Foot
$50
$193,750
18
Not used
0
Lineal Foot
$50
$0
19
Not used
0
Lineal Foot
$12
$0
20
14" gate valves w/box
5
Each
$7,000
$35,000
21
14" DI fittings (tees, elbows & cross)
5
Each
$2,000
$10,000
22
Water service connections near tank site (saddle, corp. stop, meter box and service line)
2
Each
$2,500
$5,000
23
Bore & casing under Hillside Canal
100
Lineal Foot
saw
$40,000
24
Assume half the bore distance at Hillside Canal to be bored through lava bedrock
50
Lineal Foot
$650
$32,500
25
Bore & casing under East Center Canal
60
Lineal Foot
$400
$24,000
26
Bore & casing under railroad ROW
100
Lineal Foot
$400
$40,000
27
Connection to piping at 55th east (gate valves, tee and reducer, extension of 6"' line)
1
Lump Sum
$6,000
$6,000
28
Pitrun restoration on Telford Rd
1,430
Ton
$15
$21,450
29
Roadbase restoration on Telford Rd
510
Ton
$20
$10,200
30
Asphalt restoration on Telford Rd
320
Ton
$90
$28,800
31
New well producing 1,375 gpm to match existing Well 1 (365' deep)
1
LS
$180,000
$180,020
32
Well house for new well (20x24 masonry block building)
480
SF
$90
$43,200
33
Electrical & ventilation for new well house
1
LS
$30,000
$30,000
34
New well pump system including 150 Hp vertical turbine motor/pump with water lube column and shaft
1
L5
$65,000
$65,000
35
Piping and valves in well house
1
LS
$35,000
$35,000
36
Diesel generator and automatic transfer switch for new well pump
1
LS
$80,000
$80,000
37
SCADA link for well house and tank
1
LS
$12,000
$12,000
38
Construction staking
1
Lump Sum
$5,000
$5,030
39
Replace 6" waterline on 55th East from Telford Rd to Steele Ave and along Steele Ave. from 55th East to
Dayton St. (see attached estimate)
3,720
Lineal Foot
$92
$343,400
40
Diesel generator and automatic transfer switch for Well 2
1
Lump Sum
$75,000
$75,000
41
Mobilization
1
Lump Sum
$168,260
$168.260
Subtotal construction
Contingency at 8%
Total construction cost
Engineering
$2,972,560
5237.800
$3,210,360
Est. Amount
1
Addendum to Planning Study
$10,000
2
Environmental Review
$20,000
3
Funding support
$10,000
4
Design survey
$7•000
5
Geotechnical engineering report for storage tank
$15,000
6
Drilling for bedrock along waterline alignment and on a grid at tank site 0/-50 holes), survey and brief letter report
$7,000
7
Well/tank site and well design submittal with bid boilerplate to DEQ
$20,o00
8
Preliminary engineering report to DEQ (less well site and well design approval)
$40,000
9
Final design engineering of well house, tank and water transmission line, 55th East waterline and submittal to DEQ with bid boilerplate
$160,000
10
Green Project Reserve (GPR) justification to DEQ
$5•C00
11
Bid services (bid well first, then everything else in a second bid)
$25.000
12
Construction engineering
$70,000
13
Field observation and inspections
$60,000
14
O&M manual
$15,000
15
Record drawings and closeout
$7•000
Subtotal engineering
Utilities & Permitting
Est. Amount
1
Railroad permitting (application fee, documentary fee and license agreement fee)
$4,000
2
County roadway permitting (fee to obtain permit accomplished by bonded contractor for two bores and a street asphalt cut)
$200
3
Building permitting & state electrical and plumbing permits (tank & well house accomplished by contractor)
$3,000
4
Well drilling permit ($200 plus fill out paperwork accomplished by Driller)
$300
5
Water right transfer to new well site to add new point of diversion
$3,000
6
Water quality testing of new well water
$3•000
7
Three phase primary power to meter (may include power pole, primary conductor to transformer and meter)
$25,030
8
Canal permitting with Progressive Irrigation District (estimate of labor to fill out permft form and attend meeting)
$2.000
Subtotal utilities and permitting
Other Soft Costs
Est. Amount
1
Administration
$ao,000
2
Bond attorney
$12,500
3
City attorney
$6•000
4
Single act audit
$12,500
5
Construction period Interest
540.000
Subtotal other soft costs
Total Estimated Project Cost
Prepared by Selfless Associates, 7/24/2017
$3,872,860
Estimate of Probable Cost to Replace Existing Waterline along 55th East with New 12" Waterline
from 49th North to Steel Ave. and then West on Steele Ave. to Dayton St.
Construction
Item No. Item
Quantity
Unit
Unit Cost Extended Cost
1
12" PVC C-900 waterline
3,720
Lineal Foot
$40
$148,800
2
Hydrants every 500 feet
8
Each
$4,500
$36,000
3
6" gate valve w/box
3
Each
$1,200
$3,600
4
8" gate valve w/box
1
Each
$1,400
$1,400
5
12" gate valve w/box
4
Each
$2,400
$9,600
6
12" DI fittings (cross)
2
Each
$1,800
$3,600
7
Connection at Steel Ave. & 55th East
1
Lump Sum
$5,000
$5,000
8
Connection at Steele Ave. & Dayton St.
1
Lump Sum
$5,000
$5,000
9
Temporary piping during construction
1
Lump Sum
$37,200
$37,200
10
Corporation stop and saddle
33
Each
$600
$19,800
11
Water meter boxes without meters
33
Each
$600
$19,800
12
Water service line (1" HDPE)
620
Lineal Foot
$20
$12,400
13
Asphalt repairs
1
Lump Sum
$10,000
$10,000
Subtotal construction
Contingency at 10 percent
Subtotal construction plus contingency
Cost per lineal foot
$312,200
531,200
$343,400
$92
Prepared by Schiess & Associates 7/24/2017
City of Iona
Water System Improvements Project - Option 2
Scope
1.0 million gallon water storage tank
$1,530,650
Well, well house & generator
$522,430
Transmission line along 49th N to 55th East
$678,590
Connecting line to original townsite
$333,120
Generator for Well 2
$85,860
Total Including Contingency
Costs
$3,150,640
Construction
$3,150,640
Engineering
$454,000
Utilities & permitting
$43,500
Administration, bond attorney, city attorney, single act audit & interest
$151,000
Total
Fundine Plan
$3,799,140
Total project cost
$3,799,140
$3,799,140
DEQ principal forgiveness
$0
$0
USCOE 595 grant
$0
$700,000
City cash
$200,000
$200,000
Amount of Loan
3,599,140 $2,899,140
Prepared by Schiess & Associates, 7/24/2017
c
Rate Impact to Each Home (EDU)
a Total project cost
$3,799,140 $3,799,140
b Amount of projected DEQ principal forgiveness
$0 $0
c Amount of USCOE 595 program grant funds
$0 $700,000
d Amount of city capital improvement reserves applied to project
e DEQ loan amount
=a-b-c-d
$200,000 $200,000
$3,599,140 $2,899,140
f Loan interest rate (%)
2.75 2.75
g Payback period (years)
30 30
h Estimated annual loan payment
$177,741 $143,172
i Existing 0&M costs
from 2016 audit & accounting $250,370 $250,370
j Projected additional 0&M costs of this project
$14,004 $14,004
k Total estimated annual costs =h+i+j $442,115 $407,546
I Amount of users (EDU's) at start of loan payback from connection fee calculations 891 891
m Estimated monthly rate per home for loan payback=h/I/12
n Estimated monthly rate per home for 0&M after project is complete =(i+ O
Estimated monthly loan reserve per home (collect 10% of annual loan payment until 10% loan reserve is
0 =h*.10/I/12
achieved)
P
Estimated monthly capital reserve per home (collect 1.2% of water system asset value annually - this funds=.012*$5,276,003/1/12
depreciation of current auditor kept assets) from connection fee calculations
q New monthly rate of each home after project is complete
r Current monthly rate of each home
s Estimated rate increase per home to fund project
=m+n+o+p
=q-r
$16.62 $13.39
$24.73 $24.73
$1.66 $1.34
$5.92 $5.92
$48.93
$30.00
$18.93
$45.38
$30.00
$15.38
Prepared by Schiess Associates, 7/24/2017
Estimate of Probable Cost for New Concrete Tank, Well and Well House at Heuer -Smith Property above 49th N and Transmission Line
on 49th N from Tank Site to 55th East and a Transmission Line from 55th E along 49th N and through a Landowner Easement South to
Dayton St.
Construction
Item No. itgna
Quantity unit
ihit Cost Extended Cost
1
Stripping and grubbing of tank site
1
Lump Sum
$4,500
$4,500
2
Rock excavation for tank
1,200
Cubic Yard
$40
$48,000
3
Smoothing course of crushed 3/4" gravel
420
Ton
$20
$8,400
4
1,000,000 gallon prestressed concrete tank & foundation (DN Tanks type with appurtenances)
1
Lump Sum
$1,150,000
$1,150,000
5
Rock excavation for tank site piping
200
Lineal Foot
$80
$16,000
6
Site piping (Inlet, outlet, overflow, drain)
200
Lineal Foot
$74
$14,800
7
SCADA link at tank
1
Lump Sum
$12,000
$12,000
8
Single phase power, breakers for lighting, depth sensor and control box
1
Lump Sum
$10,000
$10,000
9
14" valves w/box on tank site
3
Each
$7,000
$21,000
10
14" DI fittings on tank site (elbows)
6
Each
$2,000
$12,000
11
Overflow discharge structure
1
Lump Sum
$15,000
$15,000
12
Tank mixer
1
Lump Sum
$35,000
$35,000
13
Erosion control measures and seeding
1
Lump Sum
$4,000
$4,000
14
Rock excavation for transmission line from tank to Hillside Canal
1,100
Lineal Foot
$80
$88,000
15
Asphalt removal on Telford Rd preparatory to pipe lay
2,860
Square Yard
$5
$14,300
16
Hydrants along transmission line
8
Each
$4,500
$36,000
17
14" PVC C900 DR18 water pipe from tank site to 55th East on 49th N
3,875
Uneal Foot
$50
$193,750
18
Not used
0
Lineal Foot
$50
$0
19
Not used
0
Lineal Foot
$12
$0
20
14" gate valves w/box
5
Each
$7,000
$35,000
21
14" DI fittings (tees, elbows & cross)
5
Each
$2,000
$10,003
22
Water service connections near tank site (saddle, corp. stop, meter box and service line)
2
Each
$2,500
$5,000
23
Bore & casing under Hillside Canal
100
Lineal Foot
$400
$40,000
24
Assume half the bore distance at Hillside Canal to be bored through lava bedrock
50
Lineal Foot
$650
$32,500
25
Bore & casing under East Center Canal
60
Lineal Foot
$400
$24,000
26
Bore & casing under railroad ROW
100
Uneal Foot
$400
$40,030
27
Connection to piping at 55th east (gate valves, tee and reducer, extension of 6"' line)
1
Lump Sum
$6,000
$6,003
28
Pitrun restoration on Telford Rd
1,430
Ton
$15
$21,450
29
Roadbase restoration on Telford Rd
510
Ton
$20
$10,200
30
Asphalt restoration on Telford Rd
320
Ton
$90
$28,800
31
New well producing 1,375 gpm to match existing Well 1(365' deep)
1
LS
$180,000
$180,000
32
Well house for new well (20x24 masonry block building)
480
SF
$90
$43,200
33
Electrical & ventilation for new well house
1
LS
$30,000
$30,000
34
New well pump system including 150 Hp vertical turbine motor/pump with water lube column and shaft
1
LS
$65,000
$65,000
35
Piping and valves in well house
1
LS
$35,000
$35,000
36
Diesel generator and automatic transfer switch for new well pump
1
LS
$80,000
$80,000
37
SCADA link for well house and tank
1
LS
$12,000
$12,000
38
Construction staking
1
Lump Sum
$7,000
$7,000
39
Lay 14" line along Telford Rd. then a 12" waterline through an easement acquired by landowner to connect
12" line to original townsite waterlines (see attached estimate)
4,530
Lineal Foot
$64
$289,230
40
Diesel generator and automatic transfer switch for Well 2
1
Lump Sum
$75,000
$75,000
41
Mobilization
1
Lump Sum
$165,130
$165.130
Subtotal construction
Contingency at 8%
Total construction cost
Engineering
Item No. 1 m
$2,917,260
5233.380
$3,150,640
Est. Amount
1
Addendum to Planning Study
$10,000
2
Environmental Review
$20,000
3
Funding support
$10,000
4
Design survey
55,000
5
Geotechnical engineering report for storage tank
$15,000
6
Drilling for bedrock along waterline alignment and on a grid at tank site (+/-50 holes), survey and brief letter report
$7,000
7
Well/tank site and well design submittal with bid boilerplate to DEQ
$20,000
8
Preliminary engineering report to DEQ (less well site and well design approval)
$40,000
9
Final design engineering of well house, tank and water transmission line and submittal to DEQ with bid boilerplate
$155,000
10
Green Project Reserve (GPR) justification to DEQ
$5,000
11
Bid services (bid well first, then everything else In a second bid)
$25,000
12
Construction engineering
$65,000
13
Field observation and inspections
$55,000
14
O&M manual
$15,000
15
Record drawings and closeout
57,000
Subtotal engineering
Utilities & Permitting
,000
Est. Amount
1
Railroad permitting (application fee, documentary fee and license agreement fee)
$4.000
2
County roadway permitting (fee to obtain permit accomplished by bonded contractor for two bores and a street asphalt cut)
$200
3
Building permitting & state electrk al and plumbing permits (tank & well house accomplished by contractor)
$3,000
4
Well drilling permit ($200 plus fill out paperwork accomplished by Driller)
$300
5
Water right transfer to new well site to add new point of diversion
$3,000
6
Water quality testing of new well water
$3,000
7
Three phase primary power to meter (may Include power pole, primary conductor to transformer and meter)
$25,000
8
Canal permitting with Progressive Irrigation District (estimate of labor to fill out permit form and attend meeting)
$2,000
9
Easement through landowner property for transmission line from 49th N to Dayton St. _
53.000
Subtotal utilities and permitting
Other Soft Costs
Est. Amount
1
Administration
$80,000
2
Bond attorney
$12,500
3
City attorney
$6,000
4
Single act audft
$12,500
5
Construction period interest
54 SO
Subtotal other soft costs
Total Estimated Project Cost
Praparwd by G-hiacc Accnriatac 7/7d/7077
$3,799,140
t
Estimate of Probable Cost to Place a 14" Waterline Beginning at 55th East & 49th N, thence West on
49th N, thence South with a 12" Waterline through an Easement obtained from Landowner to
Dayton St., thence West along Steele Ave. to Main St.
Construction
Item No. Item
Quantity
Unit
Unit Cost Extended Cost
1
14" PVC C-900 waterline plus asphalt street repairs
500
Lineal Foot
$36
$18,000
2
12" PVC C-900 waterline
4,030
Lineal Foot
$36
$145,080
3
Hydrants every 500 feet
5
Each
$4,500
$22,500
4
6" gate valve w/box
5
Each
$1,200
$6,000
5
12" gate valve w/box
3
Each
$2,400
$7,200
6
12" DI fittings (cross, tee & elbows)
5
Each
$1,800
$9,000
7
Connection at Dayton St. & Steel Ave.
1
Lump Sum
$5,000
$5,000
8
Connection at Main St. & Steele Ave.
1
Lump Sum
$5,000
$5,000
9
Corporation stop and saddle
13
Each
$600
$7,800
10
Water meter boxes without meters
13
Each
$600
$7,800
11
Water service line (1" HDPE)
455
Lineal Foot
$20
$9,100
12
Asphalt removal on Telford Rd preparatory to pipe lay
500
Square Yard
$5
$2,500
13
Pitrun restoration on Telford Rd
250
Ton
$15
$3,750
14
Roadbase restoration on Telford Rd
90
Ton
$20
$1,800
15
Asphalt restoration on Telford Rd
60
Ton
$90
$5,400
16
Asphalt repairs
1
Lump Sum
$7,000
$7,000
Subtotal construction
Contingency at 10 percent
Subtotal construction plus contingency
Cost per lineal foot
$262,930
$26,300
$289,230
$64
Prepared by Schiess & Associates 7/24/2017
c
City of Iona
Water System Improvements Project - Option 3
Scope
1.0 million gallon water storage tank
$1,530,567
Well, well house & generator
$522,337
Transmission line along 49th N to 55th East
$737,957
Connecting waterline through proposed Thomasville Estates
$93,370
Generator for Well 2
$85,860
Total Including Contingency
Costs
$2,970,080
Construction
$2,970,080
Engineering
$429,000
Utilities & permitting
$40,500
Administration, bond attorney, city attorney, single act audit & interest
$151,000
Total
Funding Plan
$3,590,580
Total project cost
$3,590,580
$3,590,580
DEQ principal forgiveness
$0
$0
USCOE 595 grant
$0
$700,000
City cash
$200,000
$200,000
Amount of Loan
Estimated Increase to Monthly Home Water Rate
$3,390,580 $2,690,580
$17.87 $14.32
Prepared by Schiess & Associates, 7/24/2017
Rate Impact to Each Home (EDU)
a Total project cost $3,590,580 $3,590,580
b Amount of projected DEQ principal forgiveness $0 $0
c Amount of USCOE 595 program grant funds $0 $700,000
d Amount of city capital improvement reserves applied to project $200,000 $200,000
e DEQ loan amount=a-b-c-d $3,390,580 $2,690,580
f Loan interest rate (%)
g Payback period (years)
2.75 2.75
30 30
h Estimated annual loan payment
$167,442 $132,873
i Existing O&M costs from 2016 audit & accounting $250,370 $250,370
Projected additional 0&M costs of this project
$14,004 $14,004
k Total estimated annual costs =h+i+j $431,816 $397,247
I Amount of users (EDU's) at start of loan payback
from connection fee calculations
891 891
m Estimated monthly rate per home for loan payback
=h/I/12
$15.66 $12.43
n Estimated monthly rate per home for O&M after project is complete=(i+j)/1 $24.73 $24.73
Estimated monthly loan reserve per home (collect 10% of annual loan payment until 10% loan reserve is o =h*.1O/I/12 $1.57 $1.24
achieved)
p
Estimated monthly capital reserve per home (collect 1.2% of water system asset value annually - this funds=.012*$5,276,003/1/12
depreciation of current auditor kept assets) from connection fee calculations
$5.92 $5.92
q New monthly rate of each home after project is complete
r Current monthly rate of each home
s Estimated rate increase per home to fund project
=m+n+o+p
=q-r
$47.87
$30.00
$17.87
$44.32
$30.00
$14.32
Prepared by Schiess Associates, 7/24/2017
r
Estimate of Probable Cost for New Concrete Tank, Well and Well House at Heuer -Smith Property above Tefford Road and Transmission
Line on Telford Road From Tank Site to 55th East. City to Only Pay Upsize Costs of 49th N Waterline and Waterline through Proposed
Thomasville Estates
Construction
Item No. Il elm
1
Stripping and grubbing of tank site
1
Lump Sum
$4,500
uttenciee LOSS
$4,500
2
Rock excavation for tank
1,200
Cubic Yard
$40
$48,000
3
Smoothing course of crushed 3/4" gravel
420
Ton
$20
$8,400
4
1,000,000 gallon prestressed concrete tank & foundation (DN Tanks type with appurtenances)
1
Lump Sum
$1,150,000
$1,150,000
5
Rock excavation for tank site piping
200
Lineal Foot
$80
$16,000
6
Site piping (inlet, outlet, overflow, drain)
200
Lineal Foot
$74
$14,800
7
SCADA link at tank
1
Lump Sum
$12,000
$12,000
8
Single phase power, breakers for lighting, depth sensor and control box
1
Lump Sum
$10,000
$10,000
9
14" valves w/box on tank site
3
Each
$7,000
$21,000
10
14" DI fittings on tank site (elbows)
6
Each
$2,000
$12,000
11
Overflow discharge structure
1
Lump Sum
$15,000
$15,000
12
Tank mixer
1
Lump Sum
S35,000
$35,000
13
Erosion control measures and seeding
1
Lump Sum
$4,000
$4,000
14
Rock excavation for transmission line from tank to Hillside Canal
1,100
Lineal Foot
$80
$88,000
15
Asphalt removal on Telford Rd preparatory to pipe lay
4,860
Square Yard
$5
$24,300
16
Hydrants along transmission line
8
Each
$4,500
$36,000
17
14" PVC C900 DR18 water pipe from tank site to 55111 East on 49th N
3,875
Lineal Foot
$50
$193,750
18
Upsize of waterline along 49th N from 55th East west to entrypoo propose int into Thomasville Estates (city
pay only upsize from 8" to 14" PVC)
2,000
Lineal Foot
$22
$44,000
19
Upsize of waterline through proposed Thomasville Estates (city pay only upsize from 8" to 12" PVC)
3,130
Lineal Foot
$12
$37,560
20
14" gate valves w/box
5
Each
$7,000
$35,000
21
14" DI fittings (tees, elbows & cross)
5
Each
$2,000
$10,000
22
Water service connections near tank site (saddle, corp, stop, meter box and service line)
2
Each
$2,500
$5,000
23
Bore & casing under Hillside Canal
100
Lineal Foot
$400
$40,000
24
Assume half the bore distance at Hillside Canal to be bored through lava bedrock
50
Lineal Foot
$650
$32,500
25
Bore & casing under East Center Canal
60
Lineal Foot
$400
$24,000
26
Bore & casing under railroad ROW
100
Lineal Foot
$400
$40,000
27
Connection to piping at 55th east (gate valves, tee and reducer, extension of 6"' line)
1
Lump Sum
$6,000
$6,000
28
Pitrun restoration on Telford Rd
2,440
Ton
$15
$36,600
29
Roadbase restoration on Telford Rd
860
Ton
$20
$17,200
30
Asphalt restoration on Telford Rd
540
Ton
$90
$48,600
31
New well producing 1,375 gpm to match existing Well 1(365' deep)
1
LS
$180,000
$180,000
32
Well house for new well (20x24 masonry block building)
480
SF
$90
$43,200
33
Electrical & ventilation for new well house
1
LS
$30,000
$30,000
34
New well pump system including 150 Hp vertical turbine motor/pump with water lube column and shaft
1
LS
$65,000
$65,000
35
Piping and valves in well house
1
LS
$35,000
$35,000
36
Diesel generator and automatic transfer switch for new well pump
1
LS
$80,000
$80,000
37
SCADA link for well house and tank
1
LS
$12,000
$12,000
38
Construction staking
1
Lump Sum
$5,000
$5,000
39
Not used
0
Lineal Foot
$64
$0
40
Diesel generator and automatic transfer switch for Well 2
1
Lump Sum
$75,000
$75,000
41
Mobilization
1
Lump Sum
$155,660
5155.660
�uototal construction
Contingency at 8%
Total construction cost
Engineering
Item No. em
$2,750,070
$220.010
$2,970,080
1
Addendum to Planning Study
....^
$10,000
2
Environmental Review
$20,000
3
Funding support
$10,000
4
Design survey
$5,000
5
Geotechnlcal engineering report for storage tank
$15,000
6
Drilling for bedrock along waterline alignment and on a grid at tank site (+/-50 holes), survey and brief letter report
$7,000
7
Well/tank site and well design submittal with bid boilerplate to DEQ
$20,000
8
Preliminary engineering report to DEQ (less well site and well design approval)
$40,000
9
Final design engineering of well house, tank and water transmission line and submittal to DEQ with bid boilerplate
$140,000
10
Green Project Reserve (GPR) justification to DEQ
$5,000
11
Bid services (bid well first, then everything else In a second bid)
$25,000
12
Construction engineering
$60,0oo
13
Field observatbn and inspections
$50 000
14
O&M manual
$15,000
15
Record drawings and closeout
$7,000
ubtote engineering
Utilities & Permitting
Item No. Item
$429,000
1
Railroad permitting (application fee, documentary fee and license agreement fee)
$4,000
2
County roadway permitting (fee to obtain permit accomplished by bonded contractor for two bores and a street asphalt cut)
$200
3
Building permitting & state electrical and plumbing permits (tank & well house accomplished by contractor)
$3,000
4
Well drilling permit ($200 plus fill out paperwork accomplished by Driller)
$300
5
Water right transfer to new well site to add new point of diversion
$3,000
6
Water quality testing of new well water
$3,000
7
Three phase primary power to meter (may include power pole, primary conductor to transformer and meter)
$25,000
8
Canal permitting with Progressive Irrigation District (estimate of labor to fill out permit form and attend meeting)
$2,000
Subtotal utilities and permitting
Other Soft Costs
Item No. Item
$4o,5o0
1
Administration
$80000
2
Bond attorney
$12,500
3
City attorney
$6,000
4
Single act audit
$12,500
5
Construction period interest
$40,000
Subtotal other soft costs
Total Estimated Project Cost
Proparo,l by Crhiocc Accnrufnt 7/7417n17
$151,000
$3,590,580