HomeMy WebLinkAboutCouncil Workshop Minutes 04.12.2016 MINUTES
COUNCIL WORKSHOP
APRIL 12,2016 6:30 P.M.
COUNCIL CHAMBERS
A Council Workshop was held in the Council Chambers and called to order by Mayor Mark Mace at
6:30 p.m. on April 12, 2016.
COUNCIL MEMBERS PRESENT:
_X_Emelie Eaton _X_Doug Poehls
_X_Bruce McGee _X_ Richard Herr
Chuck Dickerson Scot Stokes
X Tom Nelson X Bill Mountsier—6:30 p.m.
OTHERS PRESENT:
Heidi Jensen, CAO
Shirley Ewan, Clerk/Treasurer
Blake Christenson, Local Government Center
Noel Eaton, City Planner
Sam Painter, City Attorney
Chad Hansen, Great West Engineering
Crystal Bennett, Great West Engineering
Public Input
There was none at this time.
Board Consolidation Discussion-Blake Christenson, Local Government Center in Bozeman
The Consolidation Discussion began at 5:30 p.m. and broke at 6:35 to open the public hearing for the
proposed upgrades and lowering of the 2003 intake and the financing of the project.
Availability of Environmental Assessment and public hearing on proposed upgrades at the Water
Treatment Plant and the current raw water intake
Mayor Mace opened the workshop public hearing by requesting Great West Engineering present the
public hearing topic. Crystal Bennett handed out PowerPoint presentation explaining the reason for
the public hearing. Due to the fact that the City requested an amendment to the PER(Preliminary
Engineering Report)to include the 2003 intake. She stated that the Army Corps of Engineers, 404
permit,has required the City to remove at least one of the Intake Systems after the new intake is in
place and either remove or lower the second intake. The City currently has 2 intakes in the
Yellowstone River. One was placed in 1955 and is no longer being used and the current intake was
placed in 2003. If the City desires to keep the 2003 intake it will need new screens and lowered at
least 2 feet in the river. The 1955 intake is not viable and will need to be removed, which is a
reimbursable cost by FEMA. The cost of lowering the current intake will cost$1,018,000
(estimated) and has the possibility of being funded with TSEP Grant funds, DNRC Grant and the
balance being paid by the City. The requested funding is as follows:
TSEP Grant $500,000
DNRC Funds $125,000
Council Workshop Minutes of April 12,2016
r
Shirley Ewan
Clerk/Treasurer
NOTE: This meeting is open to the public. This meeting is for information and discussion of the Council for the
listed workshop agenda items.
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City of Laurel
2016 Water System PER Amendment
Presentation
April 12, 2016
Gr/ciacilrest
engineering
Water System Study
❑ 2016 Amendment is an update to the 2014 Water
System Preliminary Engineering Report (PER)
❑ A PER examines comprehensive needs for:
• Growth/Capacity
• Water Supply
• Water Quality/Treatment
• Water Storage
• Distribution System
• Water Meters
U Required to Apply for Grant Funding /��
Gr/ eatwest
1
Growth/Capacity
❑ Populations:
• 2010: 6,718 persons
• 2035: 8,098 persons (Design Year)
❑ Water Demands:
Gallons per Average Day peaking MDD MDD
Year Population Capita per Day Demand Residential Residential+
(gpcd) (MGD) Factor (MGD) Industrial(MGD)
2010 6,718 165 1.11 3 3.33 5.83
2015 6,974 165 1.15 3 3.45 5.95
2025 7,515 165 1.24 3 3.72 6.22
2035 8,098 165 1.34 3 4.01 6.51
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Water Supply
❑ Source =Yellowstone River
❑ Newest intake built in 2003 ,, . ,�i s ;
• Sufficient capacity available (up to
20 MGD)
• Change in river during 2011 flood:
— Causes exposure during low flows
— Leaves intake near bank
— Causes icing during winter
❑ Water supply needs:
• New reliable intake(separate
FEMA project to start construction -
in 2016)
• Removing 1955 intake(will be
separate FEMA project )
• Removing or lowering 2003 intake
as required by the ACE 404 permit
(FEMA cannot fund) /// �/�
GREEN=PROPOSED PROJECT BLUE=PROJECTS UNDERWAY RED=FUTURE PROJECTS Gre' dt/1est
2
Water Quality/Treatment
❑ Thase 3 Improvements scheduled for 201612017
construction: :;
• New Rapid Mix
• New Floc/Sed Basins #°
• New Backwash Storage Tank
• New Sludge Ponds :`< ,.=-. .
❑ Water treatment needs:
• ,N,„. I .. , „.,...-.“.'c: :JUMPS ,,
■ Additional intake pumpNFD
■ Clearwell building ventilation
• Blower for filter air scour
• Misc. valve and actuator replacements
• Additional security ////��r,
..BEEN=PROPOSED PROJE r' BLUE=PROJECTS UNDERWAY RED=FUTURE PROJECTS I X11" alle,--
Water Treatment Plant Layout & Needs
M Gc.Valves and Actuators
4
FILTER BBVII.OIG.._.\ Grp_
tMDNB10 .—'
RAW WATER M N •\ 4
PUMP BUILDING
....CLEARWELL a;: ':.
\ \ V 1 .''''''' 1
,V
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M-P',o 250,000 GALLON *
�� BACKWASH WATERenro[v veo.Am,
STORAGE TANK FLOCCULATION
BABIM�f.
SEDIMENTATION �I•td1' �I %/
BASIN d
EXISTING
` SLUDGE POND
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3
Water Storage
❑ Existing storage: r ;,;,.,;;;:4;-'
• Tank critical (no redundancy) Fug
• Cannot provide adequate pressure for higher elevations
• Size adequate for a lower pressure zone
❑ Water storage needs:
• New storage tank within higher pressure zone
•
Possible re-evaluation of abandoned 1.5 MG concrete storage
tank to determine if salvageable with new technologies ,`
GREEN=PROPOSED PROJECT BLUE=PROJECTS UNDERWAY RED=FUTURE PROJECTS I real\f-',
Distribution System - Layout
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LEGEND
- ,. _ 1 spa ten.
4
Distribution System — Phased Priorities
LEGEND
Distribution System - Pressures -
edree I
irt__
*Normal operating
pressures should be
between 35 and 80 psi
LEGEND
5
Distribution System
❑ Phase 3 Improvements scheduled for 2016/2017:
• Includes relocating Cherry Hills booster station (to be
compatible with future pressure zones)
❑ Distribution system needs:
• Multiple pressure zones (in conjunction with new
storage tank)
• Continued pipeline replacements per the City's
Pipeline Replacement Program
GREEN=PROPOSED PROJECT BLUE=PROJECTS UNDERWAY RED=FUTURE PROJECTS I 11/C
Wa Me ers
❑ All services metered
❑ Replacements done as part of maintenance
❑ Benefits of meters:
• Water conservation
• More equitable billing
Gre/ at\'est
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How do we FIX it?
4111>le 1111:\
..,,,,est
Phased Improvements
Phase 4 Improvements = Water Supply/Intake
ALTERNATIVE
S-1 S-2 Intake Portion of WTP-3
Remove 2003 Intake and Install New Screens and
DESCRIPTION Intake Pumps/VFD's
Associated Piping Lower 2003 Intake
CAPITAL COST $668,000 $897,000 $124,000
ANNUAL O&M INCREASE $0 $0 $500
LIFE CYCLE COST $668,000 $897,000 $133,000
Provides City with backup Improve efficiency of the
Removes structure water source;Reduces existing intake pumps;Will
ADVANTAGES better sere both the new
completely from the river health and safety concerns intake and the existing
with height of intake intake
DISADVANTAGES Leaves City with no backup Higher cost;Structure Associated costs
water source remains in river
Note: Other improvements from Additive Alternatives WTP-3 and WTP-4 not completed as
part of Phase 3 may be added to Phase 4 if funds allow. Gieark
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Decision Matrix & Weighing Factors
Weighting Factors
❑ Life Cycle Costs = 10
❑ Operation and Maintenance = 8
❑ Public Health and Safety = 8
❑ Social Impacts = 5
❑ Environmental Impacts = 6
❑ Sustainability Consideration = 6
❑ Permitting = 8
Decision Matrix
Life Cycle Operation and Public Health Environmental Sustainability Permitting
Costs Mainenance and Safety Social Impacts Impacts Considerations Issues
Alternative Total
Weight 10 Weight: 8 Weight 8 Weight: 5 Weight: 6 Weight 6 Weight: 8
Score Wtd. Score Wid. Score Wtd. Score Wtd. Score Wtd. Score Wtd. Score Wtd.
S-1 6.0 60 10 80 2 16 4 20 6 36 2 12 5 40 264
S-2 4.0 40 8 64 9 72 6 30 5 30 8 48 5 40 324
Itis important to note that the above scoring and weighting are subjective.Alternatives that score overall within 5 points of each other may essentially hold the
same degree of preference.
Recommended Phase 4 Improvements:
• Alternative S-2: Install New Screens and Lower 2003 Intake
• Intake Portion of WTP-3: New Intake Pump and VFD's
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What does it COST?
How do we PAY for it?
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Costs for Improvements
Subtotal: 2018 Construction Cost $ 800,000
DEQ Review Fees $ 5,000
Permitting $ 25,000
Engineering $ 160,000
Legal &Administrative $ 28,000
TOTAL ESTIMATED PHASE 4 COSTS $ 1,018,000
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Potential Grant Funding & Target Rates
Information On Target Rate Calculation
❑ Target rates based on median household
income (MHI) as determined from 2010
Census
• Target Rate = $78.40 per month
❑ Existing Rates (average resident) I
■ Water& Sewer Combined = $91.81 per
month
❑ Currently at 117% of target rate
nart'est
Grant Eligibility
❑ Community Development Block Grant(CDBG) -$450,000
• >50% Low to Moderate Income (LMI) �
• User rate must meet or exceed target rate
• Requires 25% local match
Laurel=48% LMI
❑ Treasure State Endowment Program (TSEP)-$500,000 to $750,000
• 50-50 match (cannot exceed 50% of project costs)
• User rate must meet or exceed target rate
Laurel= 117% target rate(before project)
❑ Department of Natural Resources and Conservation Renewable
Resource Grant and Loan Program (DNRC-RRGL) - $125,000
• Conserve, manage, develop, or protect renewable resources
Project will be managing renewable resources
G*t/ ar Vest
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Grant Eligibility
❑ Montana Coal Board — No limit but generally smaller amounts
• Community must show impact from coal development
• Best chances if in designated Coal Impact area
•
Already seeking Coal Board funds for new intake, unlikely to
obtain funds for this project
❑ Rural Development— No limit but is part of grant/loan
combination
• Priority given to communities with population < 5,500 ,, e
• Amount based upon MHI: A� 0
1
• - MHI<$47,757 up to 45%of proiect costs grant eligible
"moi
- MHI<$38,205 up to 75%of proiect costs grant eligible _�0
Laurel population > 5,500 (not preferred)
Laurel MHI= $40,906 (could qualify for up to 45% grant)
Gt eatWest
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Projected Rates (Cost/User)
Scenario#1 Scenario#2 Scenario 83 Scenario#4
ITEMTSEP,DNRC, TSEP, DNRC, City Reserves,
City Reserves City Reserves, City Reserves, DWSRF Loan
DWSRF Loan DWSRF Loan
Total Project Costs $1,018,000 $1,018,000 81,018,000 $1,018,000
TSEP Grant $500,000 $500.000 $0 $0
DNRC Grant $125.000 $0 $125.000 $0
City Reserves $393.000 $393.000 $393,000 $393000
Base SRF Loan(20 Years a 2.5%) $0 $125,000 $500,000 $625,000
SRF Bond Reserve(1 year payment) $0 $8,025 $32,100 $40,125
Total Loan Amount $0 $133,025 $532,100 $665,125
Annual Loan Payment $0 $8.533 $34,133 $42,666
Annual Loan Coverage $0 $853 $3,413 $4,267
TOTAL PROJECT ANNUAL CAPITAL DEBT SERVICE $0 $9,386 $37,546 $46,932
Additional O&M Due To Project $500 $500 $500 $500
TOTAL PROJECT ANNUAL O&M COST INCREASES $500 $500 $500 $500
TOTAL PROJECT ANNUAL COST INCREASES $500 $9,886 $38,046 $47,432
USER INCREASE IN COST/MONTH FOR PROJECT' $0.01 $0.23 $0.90 $1.13
Existing Average Water User Cost/Month/EDU $44.02 $44.02 $44.02 $44.02
Total Proposed Water Cost/Month/EDU $44.03 $44.25 $44.92 $45.15
Existing Sewer System Coot/Month/EDU 547.79 547.79 $47.79 $47.79
Total Proposed Water B Sewer Cost/Month/EDU $91.82 r $92.04 $92.71 r $92.94
Combined Systems Target Rate $78.40 $78.40 $78.40 $78.40
PERCENT OF COMBINED TARGET RATE 117% 117% 118% 119% I
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Gre/ atWest
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Questions?
Comments?
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