HomeMy Public PortalAbout20150401 - Appropriations Committee - Meeting MinutesTown of Hopkinton Appropriation Committee
Minutes of Meeting on Wednesday, April 1, 2015
Room 215, Town Hall, Hopkinton, Massachusetts
In attendance:
Mike Manning
Pat Mahon
Wayne Pacheco
Pam Waxlax
Chris Howell
Dave Daltorio
John Westerling
The meeting was called to order by Mike at 6:32 PM.
During the public comment of the meeting Don Kaiser and two other Lake Maspenock residents voiced
their concerns over the weed control solution included in the FY16 operating budget. Dave Gibbs from
the Lake Association and Weed Management Committee was also in attendance and spoke in favor of
the weed control solution. Mike said that the discussion falls outside the purview of our committee
since it stemmed from the science of the issue and they may be better served bringing this before the
Board of Selectmen at their next meeting.
Dave Daltorio presented the capital articles from the Facilities/Engineering Department for ATM, all Pay-
as-you-go Capital articles.
Elmwood Farm Parking Lot Design - $40,000, see Attachment 1. A requirement of the grant the town
received towards the purchase of Elmwood Farm in 2012 was to provide public parking. The grant did
not specify the number of spaces or size. This money is for the Feasibility, Permitting and Design/Bid
phases of the project.
Police Station Parking Lot - $75,000, see Attachment 2. In Downtown Revitalization Project there will be
a loss of on -street parking. This is an effort to reclaim spaces in the general area by building a new
parking lot on the street side of the existing parking area in front of the police station. It will recoup up
to 7 spaces that will be lost on the roadway. The money in this article provides funding through
construction.
LED Streetlight Conversion - $175,000, see Attachment 3. The quality of the light is better but it's more
focused so there is not more light pollution. Payback for this article of 6-7 years is based on utility rates.
Dave predicts a quicker payback due to increased electric costs which were not factored into the original
estimate. The first 10 years there is no cost for maintenance on the new lights as it has been built into
the cost of the project.
John Westerling presented the capital articles from the DPW, including Highway, Water and Sewer, see
Attachment 4.
Chapter 90 Highway Funds. John expects to receive $1-1.1 million from the state for this. In addition,
Hopkinton has just received $99k from the Winter Recovery Assistance Program, which must be spent
before 6/30/15 to qualify based on the poor condition of the roads around the state after the bad
winter.
Snow Dump Cleanup - $140,000, Pay-as-you-go Capital. A similar article received approval at ATM three
years ago but the Town could not borrow the funds due to regulations so DPW needs to come back this
time for payment from a non -borrowing account, in this case free cash. The town has not been
dumping here for some time but still needs to remediate the stockpile from years past.
Loader Mounted Snow Blower - $115,000, Pay-as-you-go Capital. They will take the bucket off existing
loader and mount this. They rented a tractor mounted blower for $3500/week this winter but could only
get it for two weeks. (This was in addition to a smaller model one of their contractors uses when clearing
snow, but that contractor is moving to NH and will no longer be available.) This blower would help
cleaning downtown in addition to widening roadways when the plows couldn't push the snow far
enough off the sides of the roads. It would reduce the overtime cost needed to clear downtown by both
expediting the process of clearing the snow and reducing the manpower needed. The blower has a 15
year life expectancy and is four feet tall, ensuring it will be able to tackle high build up along the sides of
roadways.
Sewer System Capacity and Business Analysis - $140,000, Pay-as-you-go Capital from Sewer Enterprise
Fund. John noted that the Water Enterprise Fund is very strong and has a bright future. The Sewer
Enterprise Fund has about $2m in retained earnings and annually pulls about $350k from it to cover
costs. The Fruit Street Waste Water Treatment Facility is built for 100k gallons per day but is permitted
for 350k gallons per day. This would develop a financial business plan to sustain the Sewer Department.
Fruit Street Aquifer Analysis - $75,000, Pay-as-you-go Capital from Water Enterprise Fund. There are
four wells in the aquifer (Town wells # 1, 2, 3, and 6.) Three are running and one is not due to quality of
water issues. The town is permitted for much more water than the wells can produce. If we can pump
more from this aquifer, the town can reduce the amount of water bought from Ashland.
Whitehall Wells Test Well Installation - $35,000, Pay-as-you-go Capital from Water Enterprise Fund.
There are two wells (#4 and 5) in this aquifer. They have very high manganese in the water so the town
only turns them on in severe drought.
DPW Facility - $14,100,000, debt excluded. The DPW has approval from Conservation Commission for
layout. This will have a larger salt shed and a fuel island providing both diesel and gas for police, fire,
DPW and schools. The fuel island will save costs because the town will not be buying at the pumps of
third party gas stations, therefore save on one of the taxes included in fuel costs as well as the markup
charged by the stations.) The new facility will house all the vehicles indoors and will consolidate the
Wood Street and Fruit Street operations. John said he would send us a breakdown of the costs
associated with the facility. He also noted this was an operational facility, not a garage. The Permanent
Building Committee is driving the engineers to reduce the size of the project to the minimum needed.
The design meets minimum safety standards and allows for some room to grow in terms of vehicle
space.
Purchase of Dump Truck - $240,000, borrow from General Fund. This is to replace the 10 wheel dump
truck as shown on the 10 Year Fleet Replacement Program for the DPW (see Attachment 5.) This truck is
used daily in the winter for salt and daily in the summer for construction. The original life expectancy for
the vehicle has been reduced because they can't properly wash it during the winter and the salt is
corroding the body.
Water Utility Vehicle - $87,000, borrow from the Water Enterprise Fund (see Attachment 6.) This truck
will be both utility and dump truck equipped with a plow to clear snow around the water stations. The
dump portion will be stainless steel and has a life expectancy of 15 years.
Water Main Replacement Cedar Street - $260,000, borrow from Water Enterprise Fund. This section of
pipe is over 85 years old. Two years ago during the winter this stretch had 3 water main breaks.
Fruit Street Water Facility Engineering - Well Blending - $100,000, borrow from Water Enterprise Fund.
The town recently received a letter from the DEP that we must develop a compliance plan to bring the
water quality to acceptable levels. Currently Well 2 has higher levels of manganese at the pump
(although the manganese becomes not detectible once the water is out in the system.) This is money for
the design of the plan to blend water from Well 2 with Wells 1 and 6 to mitigate the manganese.
Construction will be for a length of pipe to take the water from Well 2 to the Well 6 pump station for
blending.
Grove Street Water Facility - $75,000, borrow from Water Enterprise Fund. Upon inspection of the tanks
last year it was noted that the liners need to be replaced. The larger tank would cost $600k and the
smaller tank would cost $400k. This will pay for the design of one tank to replace the two tanks. The
new tank will have a life expectancy of 50 years and likely cost $1.35m. Last year ATM approved adding
a mixer to the larger tank but once we realized the condition of the liners, the mixer was not put in. The
tanks are used for water and pressure stabilization in the water system.
Mike led a discussion of questions to ask the schools in preparation for our meeting April 6 with them.
Wayne moved and Pat seconded a motion to approve the minutes of our 3/25/2015 meeting. The
motion passed by a vote of 4-0.
Pat moved and Wayne seconded a motion to approve the minutes of our 3/30/2015 meeting. The
motion passed by a vote of 4-0
At 9:02 PM Pam moved and Wayne seconded a motion to adjourn. The motion passed unanimously, 4-
0.
Aftc di u -t1 +
Article XX
Elmwood Farm Parking Design ($40,000)
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Article XX
Elmwood Farm Parking Design ($40,000)
Property History
• Con servation Commission Property Behi nd Ash a nd Front
Streets (81 acres)
• Town Purchase in 2012 for $1.3 -Million ($400,000 from State)
• Development of Parking Area to Allow Expanded Public Access
to the Property (Requirement of Gra nt is to Provide Public
Parkin g)
• Two or Three Possible Sites to be Evaluated
- Two Possible on A sh Street
- Through Other Abutting Town Property
• R equested Funds Include;
- Feasibility Phase
Permitting Phase
D esign /Bid Phase
Article XX
Elmwood Farm Parking Design ($40,000)
Between 97-101 Ash Street Between 149-153 Ash Street
Street View Street View
Elmwood Farm Police Station Parking Lot
Design/Permitting Estimate
Item Estimate
Feasibility Assessment $5,000
Preliminary Sketches
Evaluate Permitting Requirements
Assess Possible Easement/Land Purchase
Evaluate Constrution Costs
Findings and Recommendation
Permitting Phase $25,000
Field Survey
Develop Permitting Plans
Submitt Permit Applications
Public Meetings
Construction Documents $10,000
Detailed Consturction Plans
Project Specifications
Bid/Award
Project Estimate $40,000
1/4
Article XX A14-aei''Z
P olice Station Parki ng Lot Design/Construction
($75,000)
• Public Feedback During 25% Design of Downtown Project
Identified Parking as a Priority
• Iden tified. Parcel for this Lot is Town Owned Property
• 25% D esign Provides Additional Travel Lanes Resulting in the
Loss of 10 On Street Parki ng Spaces Between Police Statio n and
85/135 In tersection
• Proposed Parking Lot Could Provide up to Six or Seve n Spaces
in the Same A rea where On Street Spaces are Being Lost
• Requested Funds Include;
- Feasibility Phase
- Permitting Phase
▪ Design/Bid Phase
Construction
Article XX
Police Station Parki ng Lot Design/Construction
Do wntown Corridor Project 25% D esign
(Loss of 10 Spaces — R esult of Lane Additional and Bicycle Lane)
Article XX
Police Station Parking Lot Design/Construction
Proposed Conceptual Layout
(6 Addition al Spaces)
Proposed Police Station Parking Lot
Construction Estimate
Total Area 168 SY
Pavement 2.5 Binder
1.5 Top
4 Total
Item Quantity Unit Unit Cost Cost
Clearing 200 SY $15 $3,000
Granite Curb 110 LF $50 $5,500
Asphalt - Parking Lot 38 TON $100 $3,763
Sawcutting Pavement 75 LF $5 $375
Concrete Sidewalk 15 SY $95 $1,425
12" Drain Pipe 100 LF $75 $7,500
Catchbasin 1 LS $4,500 $4,500
Manhole 1 LS $4,500 $4,500
Landscaping 1 LS $1,500 $1,500
Striping 200 LF $1 $200
cleanup, mob/demob, misc 1 LS $1,500 $1,500
$33,763
Construction Estimate $33,763
Contractor O&P (15%) $5,064
Construction Contingency (20%) $6,753
Construction $45,580
Design/Permitting/Award $17,500 Proposal includes Survey
Police Detail $1,800
Construction Administration/Oversight $4,250
Design and Construction Administration $23,550
$69,130
Contingency (10%) $76,043
Project Estimate $75,000
A 1kad1 v:- 3
Article XX
LE D Streetlight Conversion ($175,000)
Town Owned Streetlights
• Town Purchased Streetlights from NSTAR in 2009
- 553 Streetlights
• Town Participated in 2014 MAPC RFQ Process —Ve ndor
Selected
- Tanko Streetlighting, Inc.
• Estimated Project Cost less Utility Incentive (Est. $26,000)
- $142,000
• Estimated Annual Cost for Electricity and Maintenance FY2106
w/o Conversion ($39,800).
• Estimated A nnu al Savings Post Conversi on ($26,000)
• Estimated Payback (6 — 7 Years)
• Estimated 20 -year Savings ($450,000)
Article XX
Typical Fi xture Types
Traditional Sodium Vapor Streetlight
Typical LED Streetlight
Article XX
Different Type of Lighting
Sodium Vapor
LED
Loop Road
Projected FY16 Streetlights (12 -Month)
No Maint Cost
T
Fiscal Year
Month
kWh
Invoice
Cost/kWh*
ITS/Seimens
Cost
Cost/kWh
2016
July
11,546
$2,104.20
0.182244622
$563.00
$2,667.20
0.2310061
2016
August
12,890
$2,331.15
0.180849589
$563.00
$2,894.15
0.2245269
2016
September
14,193
$2,565.67
0.180769985
$563.00
$3,128.67
0.2204374
2016
October
16,459
$2,973.54
0.18066354
$563.00
$3,536.54
0.2148697
2016
November
17,510
$3,162.71
0.180623164
$563.00
$3,725.71
0.2127762
2016
December
18,895
$3,411.99
0.180576597
$563.00
$3,974.99
0.2103728
2016
January
18,433
$3,578.13
0.194115608
$563.00
$4,141.13
0.2246587
2016
February
15,409
$2,992.96
0.194234395
$563.00
$3,555.96
0.2307715
2016
March
15,285
$2,968.95
0.194239176
$563.00
$3,531.95
0.2310727
2016
April
13,015
$2,529.66
0.194365286
$563.00
$3,092.66
0.2376231
2016
May
11,925
$2,318.73
0.194442868
$563.00
$2,881.73
0.2416546
2016
June
10,792
$2,099.48
0.194540104
$563.00
$2,662.48
0.2467084
33,037.17
$6,756.00 $39,793.17
*Projected Cost/KwH based on Actual 38% January and February 2015 NSTAR Rate Increase
Total Cost (Incl. Maintenance) $39,793.17
62% Energy Savings with LED Light $20,483.05 From Proposal (will track to calculate actual savings)
Estimated Maintenance Savings $5,404.80 From Proposal 80% O&M Cost Savings
Total Estimated Annual Savings $25,887.85
Estimated New Annual Electricity Cost $13,905.33 Assuming no Additional Increase in NSTAR Cost
Cost to retrofit $168,000.00 From Proposal
26,600.00 From Proposal Utility Rebate
$141,400.00 Project Cost to town
Payback 5.46 years (assuming no interst payments)
4/1/2015
Chapter 90 Highway Funds
• Appropriation of MassDOT Chapter 90 funds to
complete road construction, maintenance, and
repairs associated with Pavement Management Plan
• Amount to be determined based on MassDOT
annual appropriation.
Cleanup of Snow Dump
• $140,000 for the removal and disposal of material
stockpiled at the Town's snow dump on Cedar
Street.
• Stockpile consists of years' worth of street
sweepings, catch basin cleanings, and spoils from
excavations.
• Stockpile is next to wetlands and poses a threat to
public health and the environment
D
HOPKINTON
4/1/2015
Purchase of Loader Mounted Snow
Blower
• $115,000 for the purchase of a snow blower that
will be mounted on the Town's existing loader
• This snow blower will:
• Expedite the clearing of snow from downtown
• Help widen roads and intersections
• Help widen parking lots at school
• and other municipal buildings
D
HOPKINTON
cm, ilia
t** • •
Sewer System Capacity and Business
Analysis
• $140,000 to:
• Estimate remaining capacity of existing sewer collection
system .ecnierekta9ve 414e.ivettge M �1F Plan
• Review CWMP needs areas and determine if they Can connect
into existing system
• Identify concepts to increase capacity of the Fruit Street
WWTF
• Provide preliminary screening of potential wastewater
disposal sites in Town
• Develop a financial business plan to sustain the Sewer
Department
D
HOPKINTON
2
4/1/2015
Fruit Street Aquifer Analysis
• $75,000 to investigate whether mechanical or
aquifer limitations exist that can be affected to
improve pumping capacity of the wells in the Fruit
Street aquifer
Whitehall Wells Test Well Installation
• $35,000 to install test wells at the Whitehall Wells
#4 & #5 to determine extent of iron and manganese
concentrations in the groundwater to help improve
water quality produced at the wells so that they can
be used more often throughout the year to lower our
dependency on purchased water supply.
D
HOPKINTON
3/�
4/1/2015
Department of Public Works Facility
• $14.1 Million for the construction of a new DPW
facility, including a fueling depot and salt shed, to
replace the existing facilities that hie no longer
meet the needs of the community (PBC).
Purchase of Dump Truck
• $240,000 to replace existing 2005 dump truck
• Largest dump truck owned by the Town
• Integral to snow plow operations (West Main and South
Streets)
• Severely corroded and becoming structurally
compromised
4/1/2015
Purchase of Water Utility Vehicle
• $87,000 for the replacement of a 2000 truck with
122,000 miles
• Integral to daily water operations
• New truck will plow
around water stations
D
HOPKINTON
w
Water Main Replacement Cedar Street
• $260,000 for the replacement of 1,400' of existing
8" water main
• Existing pipe has reached the end of its useful life
and has been plagued with several water main
breaks over the last few years.
• Good management practice to replace water mains
on an annual basis to reduce repair costs and water
loss.
D
HOPKINTON
w
5/6
4/1/2015
Fruit Street Water Facility Engineering —
Well Blending
• $100,000 for the engineering design of a well water
blending facility.
• Well #2 has manganese levels above DEP's Health
Advisory Level and its water must be blended with
other well water to bring it into compliance with
State recommendations for public health.
Grove Street Water Facility - Engineering
• $75,000 for the design of a new water tank to
replace the two existing water tanks on Grove
Street.
• The existing tanks need their liners replaced at the
cost of $1.0 Million and a new tank to replace both
is estimated at $1.35 Million
D
HOPKINTON
w
6�6
A1+iac h (Yl Q 1+ 5
Department of Public Works
Highway Department
10 Year Fleet Replacement Program (in $000')
IDS
Priority
FY Purchased
Year
Make/Model
Mileage
Life
Condition
Repairs
FY16
FY17
FY1B
FY19
FY20
FY21
FY22
FY23
FY24
FY25
M -1
FY06
2006
Ford/F-350
72,314
10
Good
$2,914.50
560
5-1
FY06
2005
Ford Explorer
92,517
8
Good
$6,917.61
545
Car -1
FY14
2013
Ford Explorer
28,750
10
New
$0 .00
550
Car -2
FY14 fro m Facilities
2006
Ford Crown Vic
95,477
5
Good
$122.78
$18
S-3
FY10
2009
Ford/F-350
62,141
8
Good
$4,617 .72
560
S-4
FY06
2006
International/7600 Dump
25,183
8
Good
$22,100 .88
$7-00
S-5
FY14
2013
International/7600 Dump
3,397
8
New
$0 .00
$27-0
S-6
FY07
2007
International/7600 Dump
24,815
8
Good
$15,369 .73
5193
S-7
1
FY05
2005
Kenworth/10 Wheel Dump
49,442
12
Good
539,957.81
5240
S-8
FY10
2010
International/7600 Dump
21,543
8
Good
521,148.70
5200
L-9
FY06
2005
CAT 928 Loader
2572 hrs
12
Good
$24,045 .36
5150
L-10
1987
CAT 926 Loader'
9442 hrs
12
Poor
529,018.19
L-11
FY10
2010
CAT 928 Loader
1164 hrs
12
Good
55,182.87
$150
S-11
FY12
2011
Ford/F-550 Utilty
34,291
8
Excellent
$1,066.64
535
S-12
FY13
2012
Ford/F-550 Dump
23,552
8
Excellent
$1,035 .33
575
S-13
FY05
2005
Ford/F-550 Dump
112,151
8
Good
530,218 .03
575
S-17
FY15
2014
Vactor
12
New
$0 .00
S-18
FY14
2013
Trackless Municipal Tracto r
1,531
10
Excellent
5272.69
5150
S-19
FY13
2012
Trackless Municipal Tractor
2,365
10
Excellent
$661 .05
$150
S-20
2
FY06
2006
Ford/F-350
149,300
8
Good
$20,716.15
560
5(a5
5-21
FY06
2005
CAT 420 Backhoe
3575 hrs
10
Good
514,848.50
5100
S-22
FY06
2005
Elgin Pelican Swee per
10,107
10
Good
$13,644 .57
$180
S-23
FY02
2002
Elgin Pelican Sweeper
15,263
10
Good
$49,279.33
5)30
5-24
FY09
2008
International/7600 Dump
28,603
8
Excellent
519,060.29
5195
5-25
3
FY03
2002
International/5600 Dump
31,800
8
Good
527,950.83
5195
$220
S-30
FY07
2006
Ford/F-550 Dump
98,985
8
Good
519,554.05
$75
S-31
FY07
2006
Ford/F-550 Dump
61,406
8
Good
513,536. 46
575
1993
Morbark Chipper
925 hrs
15
Fair
$3,538. 61
565
FY00
1999
Charlton Stump Grinder
115 hrs
15
Good
$984. 00
570
FY02
2001
Bomag Roller
446 hrs
15
Good
$170.16
$25
"Discontin ue with the understanding that we w91 need 3 rental loaders in Winter
TOTAL COST 5495 5170 $435 5585 5453 $480 $360 $150 $200 $285
Prepared for FY16
1
ucifirnQA- + (a
Department of Public Works
Highway -Water -Sewer
..era. ..�..
ID #
Priority
FY Purchas ed
Year
Make/Model
10 Year
Mileage
Fleet Replacement
Life
Program
Condition
(in $000')
Repairs
FY16
FY17
W-1
1
2013
2013
Dodge 2500
14000
10
New
W-2
2011
2012
FORD UTILITY PICKUP
18183
8
Good
W-3
2012
2012
FORD UTILITY PICKUP
25913
8
Good
W-4
2010
2012
FORD UTILITY PICKUP
40000
8
Good
$ 2,500.00
W-5
2008
2008
INT'L 7600 DUMP
22057
8
Good
$ 3,000.00
W-6
2015
20.15
1 ton d ump
$87
W-8
2001
2001
CAT BACKHOE
4089 hrs
10
Good
$ 2,000 .00
$100
E-1
2008
2008
FORD F250 UTILITY
59821
8
good
$ 780.00
$48
E -2
2012
2012
FORD UTILITY PICKUP
18608
8
Good
$ 434.00
2001
2001
In gersoll Rand Compressor
426 hrs
10
Good
$ 302.00
2012
2012
Sewer Pump
5.4 hrs
10
G ood
2012
2012
30K CAT generator
44 hrs
10
Good
S-17
water
sewer
FY18
FY19
FY20
FY21
FY22
FY23
FY 24
FY25
FY26
$80
$38
$42
$47
$100
$47
$12
87 $148 $12 $0 $122 $194
$0