# finance-committee — 5 documents, concatenated for reading and search
#
# This is a CONVENIENCE BUNDLE, not a source. Every document below is
# published separately and byte-identically; cite the individual file,
# whose path is given in each header, rather than this bundle.
# Index of all boards: https://lunenburgbudgetproject.org/minutes/INDEX.txt
# The town's own scanned original is linked per document.

========================================================================================
DOCUMENT : 2011-10-27-minutes-2358.txt
BOARD    : finance-committee
DATE     : 2011-10-27
KIND     : minutes
OUR COPY : https://lunenburgbudgetproject.org/docs/minutes/text/finance-committee/2011-10-27-minutes-2358.txt
TOWN PDF : https://www.lunenburgma.gov/AgendaCenter/ViewFile/Minutes/_10272011-2358
========================================================================================

===OCR macOS Vision===
===PAGE 1===
Town of Lunenburg
Finance Committee:
Mark Erickson, Chairman
Brian Laffond, Vice-Chairman
Martha McDonald, Secretary
Barbara Reynolds
John Male
Scott Gile
17 Main Street, P.O. Box 135
Lunenburg, MA 01462-0135
978.582.4139
FAX 978.582.4148
Lunenburg Finance Committee
Minutes
October 27, 2011
Location:
Present:
Town Hall
Brian Laffond, Martha McDonald, Mark Erickson, John Male, Barbara Reynolds, Scott Gile
1) Meeting called to order by the Chairman at 7:01 PM
2) Review Minutes
BL made a motion to accept the minutes of the 10/6/11 meeting as submitted; BR seconded; all approved
• JM made a motion to accept the minutes of the 10/13/11 meeting as submitted; SG seconded; all approved
3) Committee/Department Reports
• Capital Planning - committee met today; reviewed Form B's that have been submitted; reviewed list of all items
over S10k
• Monty Tech - total student enrollment of 1,442 with 66 from Lunenburg; 280 middle school students are exploring
different vocations
• Service Level Team - committee met on 10/25; Loxi Calmes and Dave Rief presented some budget data indicating
loss of ARRA funds are putting pressure on budget; looking at a model that uses data from comparative
communities; primary metric agreed on is per pupil spending and MCAS performance; JM feels FinComm should
spend some time discussing how we feel about service levels so JM and ME know what views to promote on behalf
of FinComm at the meetings; scheduled to meet again on 11/17 at 7 pm
•
Public Safety - SG will be the new representative from FinComm
4) New Business
..
DW Pavement Management Plan presented by DPW Director - HANDOUTS included: Pavement Survey and
Maintenance Program, Street Ranking Spreadsheet, Asphalt Patching Program, Pavement Management Plan
• Notes from presentation: 87 miles of paved roads valued at $700,000 per mile; plan is based on the functional class
of the road and the number of defects; Road Classification System Survey Form used to determine priority, i.e., local
road will never be a higher priority than a main road; source of survey data is VHB (one of the top engineering firms
in the state, guru of pavement management plans); used VHB's methodology to create our own in-house model; a
reasonable spend per year as recommended by the DPW Director is $800K
5)
Next meeting - November 10; Special Town Meeting, December 5
6)
Adjournment - JM made a motion to adjourn at 8:57 pm, SG seconded; all in favor
Minutes respectfully submitted by Martha McDonald
n...r.r.
===PAGE 2===
LUNENBURG DEPARTMENT
OF PUBLIC WORKS
Crack Seal
DIB
PAVEMENT SURVEY AND
MAINTENANCE
PROGRAM
Work t
PrAonsee
~86 mir BOM total to fix all
Chap 908326K Town: 8004
$ 329,794 FAII
===PAGE 3===
1.
3.
Highway Classification System
(Functional Classes)
Main Road - Typically contains high traffic volume, and either permits traffic
flow from one main road to another, or acts as an inter-town connector
between the two. Example: Lancaster Avenue
Secondary Main Road - Typically contains higher traffic volume than either
a collector road or a local road with less volume than a main road, also
acting as a connector between main roads. Example: Sunnyhill Road
Collector Road - Typically contains lower traffic volume than either
secondary main roads or main roads and permits traffic flow between main
roads or secondary roads and local roads. Example: Hollis Road
red nia store to read a comed blen in fall
Example: Broadmeadow Drive
Local Road Under 1000 ft - Example: Windermere Drive
2
===PAGE 4===
ROAD CLASSIFICATION
#1 Lunenburg's Main Roads
• Chase Road/Rt 13/Electric Avenue
• Lancaster Avenue
• Leominster Road
• Leominster/Shirley Road
• Townsend Harbor Road
• New West Townsend Road
• Summer Street
• Northfield Road
• Reservoir Road
3
===PAGE 5===
ROAD CLASSIFICATION
#2 Lunenburg's Secondary
Main Roads
West Townsend Road
Holman Street
Flat Hill Road
• Goodrich Street
• Lakefront
• Mulpus Road
Main Street
• Pioneer Drive
• Sunnyhill Road
• West Street
• Whalom Road
• White Street
4
===PAGE 6===
ROAD CLASSIFICATION
#3 Lunenburg's Collector Roads
• Arbor Street
Beal Street
• Burrage Street
• Chestnut Street
• Eastern Avenue
• Elmwood Avenue
• Hollis Road
• Highland Street
• Howard Street
• Kilburn Street
• Oak Avenue
Page Street
Pine Street
Pleasant Street
• Pratt Street
Prospect Street
School Street
Sunset Lane
Turkey Hill Road
• Upland Avenue
Whiting Street
• Young's Road
5
===PAGE 7===
ROAD CLASSIFICATION
#4 Lunenburg's Local Roads
(over 1000 ft. +/-) (SAMPLE)
Broadmeadow Drive
Canterbury Drive
Connel Drive
• Cove Road
• Charlton Street
• Easterbrook Road
Fairview Road
• Fish Street
• Bigson Street
Gilchrest Street
• Hemlock Drive
Horizon Island Road
• Houghton Mill Road
Island road
Laurel Lane
Longwood Drive
Maple Parkway
• May's Field Road
• Old Farm road
• Penninsula Drive
• Pierce Avenue
Pine Acres Road
Pine Grove Road
Richards Way
Robbs Hill Road
Rolling Acres Road
6
===PAGE 8===
ROAD CLASSIFICATION
#4 Lunenburg's Local Roads
(Under 1000 ft. +/-) (SAMPLE)
Andrew Terrace
G
Autumn Drive
Baker Street
• Beachview Drive
Birth Island Way
Boucher Road
Brookview Terrace
• Brown Avenue
• Burke Street
Cliffview Terrace
Clifton Road
Country Road
Cove Terrace
Crescent Road
Crescent Terrace
Crest Avenue
Crocker Avenue
Cushing Lane
• East Street
• Elizabeth Street
Fitchview Avenue
• Florence Street
• Francis Avenue
• Gabes Place
7
===PAGE 9===
What type of road defects were
looked at in the survey...
Random/Longitudinal
Cracks
• Utility Cuts/Other Patches
• Raveling, Shoving,
Pushing
• Main Line Trenches
• Pot Holes
• Rutting
• Alligator Cracks
CAUTION
8
===PAGE 10===
Random/Longitudinal Cracks
• Random cracks are
transverse cracks
caused by seasonal
elongation and
contraction of the
pavement. These
will occur within a
few years of any new
bituminous
pavement.
===PAGE 11===
Utility Cuts/Other Patches
• These are sections
of pavement that
have been repaired
with new bituminous
concrete pavement.
(i.e., small gas/water leaks)
10
===PAGE 12===
Raveling, Shoving, Pushing
• Raveling occurs
when sections of the
top pavement layer
become loose and
separate from the
binder. It indicates
deteriorating bond
between pavement
layers.
11
===PAGE 13===
Main Line Trench
• Main line trenches
are longitudinal
sections of pavement
that have been
repaired with new
bituminous concrete
pavement usually
after a main line
utility repair.
12
===PAGE 14===
Potholes
• A crater like hole of
varying size caused
by freezing and
thawing of the road
surface particularly in
areas of other
defects, cracks, etc.
13
===PAGE 15===
Rutting
• Longitudinal
depressions, "wheel
ruts", exist in travel
lanes or edge of
roadway. Due
primarily to repetitive
pressure along one
line of travel causing
improper sub base to
compact and/or move
laterally.
14
===PAGE 16===
Alligator Cracks
• Also called "spider
webbing" & often
found at or around
manholes, catch
basins, where
driveways meet
roads, and/or
where the
pavement is too
thin or worn.
15
===PAGE 17===
FUNDING
@ The DPW resurfacing
program is predicted
on the State
maintaining current
levels of Chapter 90
funding.
• $329,794.00 for FY11
16
===PAGE 18===
Chapter 90 State Aid Funding
History
Chapt. - 291B & Sup. (FY06) $377,704.00
Chapt. - 291C (FY07)
Chapt. - 291D (FY08)
$258,031.00
$322,432.00
Chapt. - 291D 50865 (FY09)
$321,809.00
$319,828.00
FY10 - 50865 (No longer
individual chapters)
FY11 - 50865
$329,794.00
17
===PAGE 19===
Graph of Lunenburg's
Chapter 90 Funding
$400,000.00
$350,000.00
$300,000.00
$250,000.00
$200,000.00
$150,000.00
$100,000.00
$50,000.00
$0.00
Funding
2006
2007
2008
2009
2010
2011
18
===PAGE 20===
Asphalt Prices per Ton
10 Year History
2001
2002
2003
2004
2005
2006
2007
2008 (April)
2008 (August)
2009
2010
$34.00
$34.00
$34.00
$38.00
$41.00
$56.00
$56.00
$56.00
$77.00
$77.00
$65.85
$80.00
$70.00
$60.00
$50.00
$40.00
$30.00
$20.00
$10.00
$0.00
$/Ton
2001
2004
2007
2009
19
===PAGE 21===
Percentage of Omnibus Budget
Allocated for DPW FY09
DPW Budget
5%
Central
Purchasing
0%
Schools -
60%
_ Band Concerts
0%
Protection
9%
Library
1%
Maturing Debt
10%
Health &
- Sanitation
0%
- General Govt.
14%
Assistance
1%
20
===PAGE 22===
Percentage of DPW Budget
allocated for paving
General
Highway
12%
Snow Removal.
13%
Labor
32%
Solid Waste
7%
Tree Removal
1%
Cemetery/
4%
_ Garage
2%
- Traffic Signs &
Devices
2%
Vehicle Mtc.
4%
Park
6%
Facilities &
Grounds
17%
21
===PAGE 23===
NAME
MAN- CATCH
WATER SEWER HOLES BASINS BEGINNING
ENDING
SUMMER STREET
NW TOWNSEND RD 2
LANCASTER AVE 4
LANCASTER AVE 2
LANCASTER AVE 5
NW TOWNSEND RD
RESERVOIR ROAD
FORT POND ROAD
LAKEFRONT
CHASE ROAD 2
NORTHFIELD ROAD 3
CHASE ROAD
NORTHFIELD ROAD 4
WHITE STREET
GOODRICH ST 2
WEST STREET 4
LEOMINSTER ROAD 2
RESERVOIR RD 3
RESERVOIR RD 2
RESERVOIR RD 4
NORTHFIELD ROAD 6
W TOWNSEND RD 2
HOWARD STREET
FLAT HILL ROAD 4
HOLMAN STREET
HOLMAN STREET 3
W TOWNSEND RD 3
FLAT HILL ROAD 2
NORTHFIELD ROAD 5
FLAT HILL ROAD
KILBURN STREET 2
FLAT HILL ROAD 3
WEST STREET 2
WHALOM ROAD 2
WEST STREET
SUNNY HILL ROAD 2
PAGE STREET 4
PAGE STREET 2
YOUNGS ROAD
W TOWNSEND RD
14฿
x
x
x
x
46l
x
x
9
9 FITCHBURG LINE
LEOMINSTER LINE
FITCHBURG LINE @ HOWARD ST
200M NO. 557 NW TOWNSEND
GOODRICH STREET
GIBSON STREET
PAGE STREET
KILBURN AVENUE
GIBSON STREET
LEOMINSTER-SHIRLEY RD
8 TOWNSEND LINE
FITCHBURG LINE
4 LEOMINSTER-SHIRLEY RD
GOODRICH STREET
LANCASTER LINE
LEOMINSTER-SHIRLEY RD
9 PROSPECT STREET
LEOMINSTER LINE
C. MASS GARDEN CNTR
MASS AVENUE
MAPLEWOOD GOLF COURSE
CHASE ROAD
34 TOWNSEND LINE
C.MASS GARDEN CNTR
6 CHASE ROAD
100M SE OF GILCHREST ST
16 MASS AVENUE
FITCHBURG LINE
RESERVOIR ROAD
WINTER HILL ROAD
4 HOLLIS ROAD
SUNNY HILL ROAD
22 PROSPECT STREET
200 M NORTH OF KILBURN ST
FLAT HILL ROAD
297 RESERVOIR ROAD
GOODRICH STREET
FLAT HILL ROAD
297 RESERVOIR
PAGE STREET
OAK AVENUE
(MASS AVENUE
1 CHASE ROAD
262 WEST TOWNSEND ROAD
24 NEW WEST TOWNSEND+H159 ROAD |55 HOWARD STREET
RESERVOIR ROAD
(SUNSET LANE
CHASE ROAD
(1 LANE BRIDGE (MULPUS BRK)
NORTHFIELD ROAD
HIGHLAND STREET
262 WEST TOWNSEND ROAD
TOWNSEND LINE
COURTLAND CIRCLE SOUTH
ELMWOOD ROAD
100M SE OF GILCHREST ST
OAK AVENUE
3 PAGE STREET
COURTLAND CR (SOUTH)
GOODRICH STREET
İLEOMINSTER ROAD
SUNSET LANE
PAGE ROAD
4 727 WEST STREET
WEST STREET EXT
19 SUMMER STREET
ELECTRIC AVENUE
4 ELECTRIC AVENUE
727 WEST STREET
10 WEST STREET
LEOMINSTER ROAD
FLAT HILL ROAD
416 PAGE STREET
LANCASTER AVENUE
367 PAGE STREET
15 WHALOM ROAD
\SUMMER STREET
29| CHASE ROAD
INORTHFIELD ROAD
PVMT
WIDTH:
57
22
22
24
22
22
30
28
52
39
20
38
23
24
18
22
31
24
30
24
23
25
26
18
19
21
25
22
23
19
22
18
20
28
22
18
18
21
20%
28%
PVMT
PVMT FUNCTIONAL
FUNC CLASS
LENGTH/FT. DEF VAL
CLASS
VALUE
4224฿
2640
6864
3432}
3168:
2640
2745.6
13201
1531.2
9504
3960
5280
6072
3801.6
4752฿
2640฿
3696
1584l
7392
4804.8
1848
1584
1056
5280|
2376
2904
5808
2692.8
3168
2112
1584
4752
1716
5808
2640
3696
2692.8
5544
2851.2
1584
35 MAIN
31 MAIN
30 MAIN
29 MAIN
29 MAIN
28 MAIN
28 MAIN
25 MAIN
36 SECONDARY
23 MAIN
23 MAIN
22 MAIN
22 MAIN
29 SECONDARY
25 SECONDARY
25 SECONDARY
16 MAIN
16 MAIN
15 MAIN
15 MAIN
14 MAIN
19 SECONDARY
36 COLLECTOR
18 SECONDARY
18 SECONDARY
18 SECONDARY
18 SECONDARY
17 SECONDARY
11|MAIN
16 SECONDARY
30 COLLECTOR
15 SECONDARY
15 SECONDARY
15 SECONDARY
14 SECONDARY
13 SECONDARY
25|COLLECTOR
24 COLLECTOR
23 COLLECTOR
11 SECONDARY
0.75
0.75
0.75
0.75
0,75
0.75
0.75'
0.75
0.5
0.75
0.75
0.75
0.75
0.5
0.5
0.5
0.75
0.75|
0.75
0.75
0.75
0.5
0.25
0.5
0.5
0,5
0.5
0.5
0.75
0.5
025
0.5
0.5
0.5
0.5
0.5
0.25
0.25
0.25
0.5
PRIORITY
CONDITION
26.25
23.25
22.5
21.75
21.75
21
21
18.75
18
17.25
17.25
16.5
16.5l
14.5|
12.5
12.5
12
12
11.25
11.25
10.5
9.5
8.5
8.25
75
7.5
75
7.5
7
6.5
6.25
5.75
5.5
APPLICATION
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L&O
4" L80
4" L&O
4" L&O
4" L&O
2" OL
4" L&O
4" L&O
2" OL
4" L&O
2" OL
4" L&O
2" OL
4" L&O
2" OL
4" L&O
2" OL
4" L&O
2" OL
2" OL
2" OL
4" L&O
4" L&0
2" OL
2"OL
COSTEST FY2011
$394,602.70
$95,189.25
$247,492.04
$134,995.66
$114,227.10
$95,189.25
$134,995.66
$60.574 98
$130,495.81
$607,480.47
$129,803.52
$328,835.58
$228.886.87
$149,533.66
$140,187.80
$95,189.25
$187.782.43
$62,305.69
$363,449.86
$188,993.93
$34,830.61
S64 901 76
$44,998.55
$77,882.11
$73,988.01
$49,974.36
$237 973 12
S48.546.52
$119,419.24
$32,883.56
S57.113.55
$70,093.90
$56,248.19
$133,264.95
$47,594.62
$54 517.48
§79 420 75
$190.811.17
$46,729.27
$36,344.99
===PAGE 24===
PIONEER DRIVE
WHALOM ROAD
TURKEY HILL ROAD
ARBOR STREET
BEAL STREET
BURRAGE STREET
HOLLIS ROAD
KILBURN STREET
MAIN STREET
ELECTRIC AVENUE
HOWARD STREET 2
SUNNY HILL ROAD
ISLAND ROAD
BURRAGE STREET 2
WEST STREET 5
CHESTNUT STREET
HOWARD STREET 3
PLEASANT STREET
PRATT STREET
WILDERWOOD AVE
WATT STREET
MAPLE PARKWAY
BROADMEADOW DR
PAGE HILL ROAD
PEARL BROOK RD
GIBSON STREET
UPLAND AVENUE
LEOMINSTER ROAD
LAKESIDE AVENUE
WILDWOOD ROAD
KIMBALL STREET
HIGHLAND STREET
CRESCENT TER
ROUND ROAD
SOUTH ROW ROAD
WEST GROTON RD
EASTERN AVENUE
PAGE STREET 3
PINE STREET
PROSPECT STREET
FISH STREET
RENNIE STREET
CRESCENT ROAD
x
x
xx
x
x
x
6/
16
5
2l
11
10|LEOMINSTER-SHIRLEY ROAD
0 ELECTRIC ROAD
12 NORTHFIELD ROAD
1 PAGE STREET
8 CHASE ROAD
5 PAGE STREET
1 MASS AVENUE
3 LANCASTER AVENUE
13 MASS AVENUE
29 LEOMINSTER LINE
55 HOWARD STREET
8 WEST STREET
17 SOUTH ROW ROAD
FLAT HILL ROAD
8 SUNNY HILL ROAD
13 MASS AVENUE
3|14/1277 MATCH LINE
18 WEST STREET
2 WEST STREET
O LEOMINSTER LINE
FLAT HILL ROAD
14 WHITE STREET
8 WHITE STREET
6 PEARL BROOK ROAD
4 WHITE STREET
2 LANCASTER AVENUE
8 HOLLIS ROAD
24 LANCASTER AVENUE
1 LEOMINSTER LINE
8 BEACHVIEW ROAD
4 PROSPECT STREET
5 MAIN STREET
2 CRESCENT ROAD
1 RESERVOIR ROAD
TOWNSEND HARBOR ROAD
1 OLD MASS AVENUE
10 ELCTRIC AVENUE
367 PAGE STREET
1 ARBOR STREET
6 LEOMINSTER ROAD
2 LEOMINSTER ROAD
PRATT STREET
2 TOWNSEND HARBOR RD
LEOMINSTER LINE
LAKEFRONT ROAD
OAK AVENUE
MASS AVE
MASS AVE
FLAT HILL ROAD
WEST STREET
GOODRICH STREET
OAK AVENUE
MASSACHUSETTS AVE
MATCH LINE 14/1277
MASS AVENUE
END
SHIRLEY LINE
LEOMINSTER ROAD
HIGHLAND STREET
NW TOWNSEND ROAD
MASS AVENUE
WHALOM ROAD
LEOMINSTER LINE
PAGE STREET
END
PAGE HILL ROAD
BROADMEADOW DRIVE
BROADMEADOW DRIVE
LEOMINSTER LINE
ELECTRIC AVENUE
PROSPECT STREET
WILDERWOOD ROAD
SOUTH ROW ROAD
POND STREET
NORTHFIELD ROAD
END
END
TOWNSEND LINE
SHIRLEY LINE
HOLLIS ROAD
416 PAGE STREET
MASS AVENUE
WHALOM ROAD
LEOMINSTER LINE
END
SOUTH ROW ROAD
39
30
21
22
20
20
21
22
24
36|
26
19
20
23
19
18
28
25
20
21
14
20
29
29
29
21
22
26
21
20฿
25.
24
18
18
23
24
30
21
21
26
20
20
21
1056
950.4
2006.4]
6652.8
2640
6864
3696
3696
1636.8
8342.4
792
3168
3062.4
3168
3168
2481.6
7128
5068.8
2006.4
750
1584
1372.8
1636.8
1003.2
897.6
1372.8
1372.8
5808
528
1795.2
686.4
6283.2
369.6
4171.2
3801.61
686.4
1372.8
633.6
1320
5491.2
1531.2
686,4
633.6
10 SECONDARY
10 SECONDARY
19 COLLECTOR
18 COLLECTOR
18 COLLECTOR
18 COLLECTOR
18 COLLECTOR
18 COLLECTOR
9 SECONDARY
6 MAIN
17 COLLECTOR
8 SECONDARY
0.5
0.5
0.25
0.25
0.25l
0.25:
0.25
0.25
0.5
0.75
0.25
0.5
0.1
0.25
0.5
0.25
0.25
0.25
0.25
01
0.1
0.1
0.1
0,1
0.1
0.1
0.25
0.75
0.1
0.1
0.1
0.25
0.1
0.1
0.1
011
0.25
0.25
0.25!
0.25
0.1
0.3:
0.1
4.75
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.25
3.75
3.75
3.75
3.75
37
3.5
3.4
3.2
3.2
3.2
3.1
2.9
2.9
2.8:
2.75
2.6
2.5
2.5
2.5
2.5
2.5
2.5
25
2.4
2.4
2.3
$0.00
===PAGE 25===
PAGE STREET
LEOM-SHIRLEY RD 2
CROSS ROAD
CROSS STREET
PIEDMONT AVENUE
RAMGREN ROAD
SANDY COVE ROAD
WILLIAMS DRIVE
COVE ROAD
OAK AVENUE
WHITING STREET
GOODRICH STREET
MULPUS ROAD
PENINSULA DRIVE
SAVAGE DRIVE
AUTUMN ROAD
HORIZON ISLAND RD
HUNTING HILL ROAD
CHARLTON STREET
SCHOOL STREET
WILDER ROAD
WINDWARD TER
BOUCHER ROAD
COUNTRY ROAD
CREST AVENUE
GILCHREST STREET
LAKEVIEW AVENUE
CANTERBURY DRIVE
THE LANE
HOLMAN STREET 2
LANCASTER AVE
TOWNSEND HBR RD
COVE TERRACE
HOUGHTON MILL RD
VALLEY ROAD
LONGWOOD DRIVE
ELMWOOD ROAD
CONNELL DRIVE
MEMORIAL DRIVE
¡PINE GROVE ROAD
ROBBS HILL ROAD
RUTH STREET
TILTON AVENUE
x
x x
xx x
x
x
x
FLAT HILL ROAD
9 PIONEER DRIVE
15 FISH STREET
O MASS AVENUE
O SUMMER STREET
6 WHALOM ROAD
7 SOUTH ROW ROAD
11 ISLAND ROAD
14 SOUTH ROW ROAD
11 MAIN STREET
6 LEOMINSTER ROAD
2 LANCASTER AVENUE
7 TOWNSEND HBR ROAD
5 SOUTH ROW ROAD
3|LEOMINSTER ROAD
10 RESERVOIR ROAD
1 ISLAND ROAD
O MULPUS ROAD
8 WHITE STREET
1 MASS AVENUE
O LEOMINSTER LINE
4 BEAL STREET
1 CHASE ROAD
6 CHASE ROAD
2 HOLLLIS ROAD
3 NORTHFIELD ROAD
O CROSS STREET
9 ARBOR STREET
13 ELMWOOD ROAD
ONE LANE BRIDGE
26 MASS AVENUE
13 TOWNSEND LINE
2 COVE ROAD
26 RESERVOIR ROAD
8 CLIFFVIEW ROAD
14 BURRAGE STREET
4 MASS AVENUE
5 MASS AVENUE
3 MAIN STREET
LAKEVIEW AVENUE
& SUNSET LANE
9 PARMENTER ROAD
O MASS AVENUE
SHIRLEY LINE
FORT POND ROAD
PROSPECT STREET
MULPUS ROAD
END
END
COVE ROAD
END
SANDY COVE ROAD
NORTHFIELD ROAD
MASS AVENUE
KILBURN STREET
SHIRLEY LINE
END
END
END
END
END
FITCHBURG LINE
END
CROCKER AVENUE
END
END
END
END
VALLEY ROAD
SUNSET LANE
LEND
¡MASS AVENUE
NORTHFIELD ROAD
PAGE STREET
MASS AVENUE
END
END
GILCHRIST STREET
BURRAGE STREET
END
END
MASS AVENUE
CROSS ROAD
SHIRLEY LINE
LEND
END
18
33
22
22
20
22
24
22
29
19
23
20
20
15
20
20
161
28
24
20
30
21
26
201
23
16
20
17
22
28
25
20
24
22
24
20
21
27
22
25
24
20
2745.6
2112
5016
2217.6
633.6
1056
1848
615
2270.4
2376
1689.6
3009.6
9662.4
2904
316.8
1531.2
1478.4
1742.4
1161.6
170
430
2112
1584
739.2
686.4
2956.8
528
1256
1636.8
2640
5808
9873.6
316.8
4224
1560
2244
4752
730
8448
1267.2
3696
1250
739.2
0.25
0.75
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.25
0.25
0.5
0.5
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.5
0.75
0.75
0.1
0.1
0.1
0.1
025
0.1
0.1
0.1
0.1
0.1
0.1฿
2.25
2.25
2.2
2.2
2.2
2.2
2.1
2.1
19
1.9
1.8
1.8
1.8
17
1.7
1.7
1.7
16
1.6
1.6
1.6
1.6
15
1,5
1.5
1.5
1.5
1.4฿
1.4
1.4
1.3
1.25
1.2
12
1.2
1.2
1.2
12
4" L&O
NEW
M&O
4" L&O
M&O
CS
4" L&O
4" L&O
4" L&O
GM
cs
CS
NEW
4" L&O
2" OL
4" L&O
4" L&O
2" OL
4" L&0
4" L&O
4" L&O
2" OL
4" L&O
2" OL
4" L&O
4" L&O
4" L&O
2" OL
M&O
NEW/GM
NEW
NEW
4" L&O
GM
4" L&O
2" OL
GM
GM
GM
4" 180
GM
4"180
2" OL
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
===PAGE 26===
WEST STREET TER
BURKE STREET
CROCKER AVENUE
GRAHAM STREET
HILLSIDE DRIVE
JOSLIN STREET
MAYS FIELD ROAD
POND STREET
SUNSET LANE
BROWN AVENUE
CLIFFVIEW TER
CLIFTON ROAD
EAST STREET
ELM STREET
FAIRVIEW ROAD
HEMLOCK DRIVE
LAUREL LANE
LESURE AVENUE
LINCOLN STREET
MEADOW LANE
PARMENTER ROAD
PIERCE AVENUE
RANGELY ROAD
REDWOOD ROAD
RICHARD WAY
ROLLING ACRES RD
SKYLARK LANE
WEST ACRES DRIVE
BAKER STREET
BROOKVIEW TER
ELIZABETH STREET
FITCHVIEW AVENUE
HAMLIN STREET
JOHN STREET
KINGMAN STREET
NATICK STREET
OTIS STREET
SHAKER COURT
THE CLEARING
WOODLAND DRIVE
ALDER WAY
ANDREW TERRACE
BIRCH ISLAND WAY
X
X
x
x
x'x
x
4
2
13
7
7
wo or.
2
2!
9 WEST STREET
4 NATICK STREET
0 LEOMINSTER LINE
7|SUMMER STREET
5 .MASS AVENUE
5 BURKE STREET
10 RICHARDS WAY
6 PROSPECT STREET
20 FLAT HILL ROAD
3 PLEASANT STREET
2 VALLEY ROAD
3 WEST STREET
2 YOUNGS ROAD
2 PROSPECT STREET
9 LEOMINSTER ROAD
10 TOWNSEND HARBOR ROAD
1 PROSPECT STREET
5 PIERCE AVENUE
LEOMINSTER LINE
6 ROLLING ACRES ROAD
8 ROUND ROAD
4 LEOMINSTER LINE
8 CLIFTON ROAD
3 RANGELEY ROAD
18 MASS AVENUE
28 LANCASTER AVENUE
2 BEAL STREET
9 WEST STREET TERRACE
5 WEATHERBEE STREET
6 VALLEY ROAD
3 PIERCE AVENUE
2 ELECTRIC AVENUE
5| BURKE STREET
6 WHALOM ROAD
4 SUMMER STREET
8 WHALOM ROAD
3 WHALOM ROAD
6 BURRAGE STREET
7 WHALOM ROAD
16 TOWNSEND HARBOR ROAD
COURTLAND CIRCLE
4 FITCHVIEW AVENUE
O HEMLOCK DRIVE
WEST STREET
JOSLIN STREET
END
IWHALOM ROAD
END
WHALOM ROAD
END
HOLLIS ROAD
END
END
END
RANGELEY ROAD
YOUNGS ROAD
SUNNYHILL ROAD
END
END
END
WHALOM ROAD
FISH STREET
ROLLING ACRES ROAD
RUTH STREET
ELECTRIC AVENUE
REDWOOD ROAD
WEST STREET
JEND
IMEADOW LANE
END
WEST STREET TERRACE
İKINGMAN STREET
END
WHALOM ROAD
END
WHALOM ROAD
END
YOUNGS ROAD
BURKE STREET
BURKE STREET
END
PIERCE AVENUE
TOWNSEND HARBOR ROAD
End
End
END
20
20
16
23
20
20
24
24
24
16
19
28
20
24
20
19
18
21
16
22
24
21
28
28
24
22
22
22
21
23
24
20
19
20
20
20
16
22
18
1425.6
739.2
528
1478.4
528
792
1056
5280
316.8
844.8
633.6
739.2
2376
1742.4
2798.4|
1425.6
1056
1003.2
765
625
2428.8
792
422.4
1584
3696
686.4
1056
528
897.6
580.8
475.2
844.8
897.6
633.6
739.2|
792
600
792|
2481.6
528
792
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0 4
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
01l
0,13
01
0.1
0.1
0.1
0.1
1.2
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
09
0.9
0.9
0.9
09
09
08
0.8
08
4" L&O
GM
2" OL
2" OL
2" OL
GM
NEW
2" OL
GM
4" L&O
4" L&O
4" L&O
4" L&O
GM
GM
GM
GM
2" OL
2" OL
4" L80
4" L&O
4" L&O
4" L&O
4" L&O
NEW
2" OL
2" OL
2" OL
2" OL
4" L&O
GM
GM
GM
GM
2" OL
GM
GM
GM
GM
NEW
4" 180
GM
GM
$46,729.27
$0.00
$6,922.85
$27,864.49
$8,653.57
$0.00
$0.00
$20,768.56
$0.00
$8,307.43
$26,306.85
$29,075.99
$24.229.99
$0.00
$0.00
S0.00
$0.00
$18,172.49
$13,153.42
$27 583 25
$24,584.00
$83,593.47
$36,344.99
$19,383.99
$0.00
$66,632.47
$12,374.60
$19,037.85
$9.086.25
$33,835.45
$0.00
$0.00
$0.00
$0.00
$10,384.28
$0.00
$0.00
$600.00
$0.00
$0.00
$0.00
$0.00
$0.00
===PAGE 27===
EASTER BROOK RD
FLORENCE STREET
FRANCIS AVENUE
GABES PLACE
HICKORY LANE
JOHNSON STREET
KIRBY AVENUE
KIRBY AVENUE 2
OLD FARM ROAD
PINE ACRES ROAD
ROBBS TERRACE
STEVENS STREET
WALLIS PARK
WEATHERBEE ST
HOLLIS ROAD 2
LEOMINSTER ROAD 3
LEOM-SHIRLEY RD
LEOM-SHIRLEY RD 3
NORTHFIELD ROAD 2
GOODRICH ST 3
SEQUOIA DRIVE
WINDERMERE DRIVE
WINTER HILL ROAD
NW TOWNSEND RD 3
NORTHFIELD ROAD
PLEASANTVIEW AVE
LANCASTER AVE 3
MASS AVE
WEST STREET 3
× x
x
x
1
NIN
2
8 GOODRICH STREET
6 PIERCE AVENUE
3 STEVENS STREET
3 RESERVOIR ROAD
PINE ACRES ROAD
2 PARMENTER/RUTH
6 WALLIS PARK
FLORENCE STREET
14 NORTHFIELD ROAD
5 HEMLOCK DRIVE
8 ROBB'S HILL ROAD
3 LEOMINSTER ROAD
6 WHALOM ROAD
3 YOUNGS ROAD
WEST STREET
21 200 M NORTH OF KILBURN ST
11 LEOMINSTER LINE
FORT POND ROAD
NW TOWNSEND ROAD
WINTER HILL ROAD
4 HOWARD STREET
6 CHASE ROAD
8 GOODRICH STREET
200M NO. 557 NW TOWNSEND
NEW WEST TOWNSEND
7 GRAHAM STREET
KILBURN STREET
ELECTRIC AVENUE
END
WHALOM ROAD
END
END
END
END
ELECTRIC AVENUE
END
END
END
OAK RIDGE ROAD
FRANCIS AVENUE
PIERCE AVENUE
SUMMER STREET
•PROSPECT STREET
LEOMINSTER LINE
PIONEER DRIVE
SHIRLEY LINE
MAPLEWOOD GOLF COURSE
LANCASTER AVENUE
END
END
END
ITCHBURG LIF
FITCHBURG LINE
END
GOODRICH STREET
HOLLIS ROAD
915
633.6
560
300
211.2|
530
615
198
1320
1108.8
988
316.8
686.4
580.8
3696
3696
1848
5808
2112
5280
495
792
1180
9504
528
528
3168
1848
0.1
0.8
0.8
0.8
0.81
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.75
0.75
0.75
0.75
0.75
05
0.4
0.3
0,3
===PAGE 28===
Town of Lunenburg
Department of Public Works
Lunenburg, Massachusetts
ДI8
ASPHALT PATCHING PROGRAM
:
Prepared By: The Department of Public Works
July, 2010
===PAGE 29===
OVERVIEW
The Lunenburg Department of Public Works has developed an asphalt patching program
to meet the needs of our community. Our desire is to provide and maintain the highest
possible level of service with quality, efficiency, and safety in mind.
Our Town consists of approximately 86 miles of streets, and quality maintenance seems
to be a never ending task. Patching of streets occurs for the following reasons: filling
potholes, repairing failing drainage structures, repairing access cuts for underground
utility replacement or repair, as well as preparing streets for crack sealing, overlays, etc.
With a solid work plan we feel we can improve our productivity, efficiency, and
customer service.
OBJECTIVES
One of the objectives of the Department of Public Works is to provide a plan for the safe
and orderly movement of emergency equipment, vehicle traffic and pedestrians through
the Town.
The Asphalt Patching Program was developed to facilitate this objective.
The procedures presented in this program serve to outline the maintenance provided to
the citizens.
POLICIES
It is the policy of the Department of Public Works to:
Inspect all roadway surface areas for cracking, potholing, or any other form of
degradation. This inspection process shall be considered an on-going event, and
all bad areas will be noted for replacement
Prior to each construction season a review of work zone safety will be required
New personnel shall also be trained in proper patching techniques. All equipment
will be tested for proper operation and all supplies will be restocked to avoid
shortages.
3.
Every effort will be made to address pothole complaints within 48 hours after
notification. All calls and responses will be logged.
===PAGE 30===
RESPONSIBILITIES
ADMINISTRATIVE/SUPERVISORY RESPONSIBILITIES
• Supervisors spot check crew to see that quality and safety standards are being
met.
• Supervisor shall maintain a good communication network with Director and other
Departments concerning special requests, service cut patching, etc.
• Supervisor shall also assist crew with permit coordination if necessary, i.e.,
digsafe.
• Location as well as date of repair will be documented.
CREW RESPONSIBILITY
• Initiate work zone setup and patching in a safe and efficient manner.
* Assure that proper permits and paperwork are completed and logged.
• Traffic disruption should be minimized.
• Tools and equipment should be maintained to the highest standard practical.
PROCEDURES FOR UTILITY PATCHING
Proper permits and data sheets are generated within Town Departments. Permit locations
are coordinated to maximize team productivity. High volume streets are patched as
priority.
Traffic control is set up with control devices in proper sequence. Visually inspect traffic
tlow.
Area to be patched is removed with the most efficient cutting tool for the job: jack
hammer, or cutting saw.
Remove temporary or defective asphalt from area to be patched. Main streets are dug to
a 4 inch dept. Apply asphalt bonding agent around edge of patch. If base under roadway
is inadequate remove to depth where material becomes firm. Refill hole with proper road
base and compact.
Lay 2 inches of asphalt in hole to be patched, rake level, then compact. Add another
layer of asphalt to be raked level and compacted so that finished product is level with
===PAGE 31===
existing asphalt. When patch is complete, it must be smooth and meet defined
compaction standards.
Compaction standards are met with the use of a steel wheel roller. Edges of patches are
trimmed to prevent damage and future potholing. Cleaned edges also present a much
neater appearance.
Work area is swept so any loose material doesn't become a traffic hazard.
Remove traffic control devices in reverse order as was set up at start of job.
PROCEDURES FOR POTHOLE PATCHING
Pothole crews respond on an as needed basis. Potholes form in roadways after moisture
has saturated asphalt surfaces causing a breakdown in asphalt.
The pothole must be clean of all debris, water, loose rock, and broken asphalt. A street
broom is used to sweep out smaller particles and clean edges of hole to be patched.
Fill hole with asphalt, mix one to two inches higher than road surface. Asphalt mix is
then wheel rolled with truck tire or compacted with vibratory compactor. Finished patch
should be level with road surface.
On alligator cracks where asphalt breakdown is occurring, area is sprayed with a tack oil.
Area is then covered completely with asphalt mix and compacted to grade. However, this
procedure is only a temporary fix.
Larger cracks in roadways are filled one half of an inch higher than road surface and then
compacted to grade.
===PAGE 32===
TOWN OF LUNENBURG
DEPARTMENT OF PUBLIC WORKS
SHED NE
INCOR
POLATED TE
PAVEMENT MANAGEMENT PLAN
Pavement Management Plan
June 2010
===PAGE 33===
PAVEMENT MANAGEMENT PLAN
At the request of the Board of Selectmen the Lunenburg Department of Public Works is pleased
to present this Pavement Management Plan (PMP). This report details the reasons fo
undertaking a PMP, the process of data collection, how street repairs are prioritized, and othe
factors associated with maintenance of paved roads in Lunenburg.
Background on Roadway Infrastructure
Over the years, the Town has made a significant financial investment in its infrastructure. This
infrastructure includes school and municipal buildings and the multi-year sewer project. Often
overlooked but no less important, the roadway network is part of the Town's overall
infrastructure. Like any piece of the infrastructure, the roadway network must be maintained ir
order to protect the public's investment. Deferring maintenance on the road system will only
increase costs over time as the condition of the asset further deteriorates.
The Town maintains approximately 100 miles of roads. Current road construction estimates put
the cost of reconstruction at approximately $700,000 per road mile. With 100 miles of road, this
asset has a value of about $70 million. Unfortunately, the Town's financial resources for
maintenance are limited to Chapter 90 State assistance and locally budgeted funds. Chapter 90
provides about $320,000 per year and the FY10 budget commits $70,000 for road improvements
tools and materials. It should be noted that the General Highway Maintenance line within the
departmental budget has been drastically reduced, often times mid-year due to reductions in local
aid further postponing necessary maintenance.
Like many communities, the Town has not kept pace with the maintenance of its roads.
Competing interests like public education, public safety, and general government operations
often take priority over roadway improvements. Roadway improvements prioritized according to
the squeaky wheel principle have been the norm, but is not a prudent, cost effective, or objective
approach to maintaining such a valuable asset.
Furthermore, continued deferred maintenance will cost the Town dearly in the future. The cost of
bituminous concrete (asphalt) has increased approximately 2 ½ times over the past 10 years.
Although some costs may be slightly lower due to the current economic slump, there is no reason
to believe paving costs will decline in the future.
The Board of Selectmen clearly understands the need to protect the roadway infrastructure and
invest in its maintenance. For this reason the Board instructed staff to prepare a pavement
management plan. As the Board rightly acknowledges, this investment needs to bé done as
efficiently and cost effectively as possible and it must be done in a systematic fashion. A
Pavement Management System is the best way to facilitate this.
Pavement Management System
A Pavement Management System provides an objective way of programming roadway
improvements with the goal of maximizing available resources and extending the life of the
pavement system. The system establishes a baseline condition of roadways which is used to
Pavement Management Plan
June 2010
===PAGE 34===
establish a list of prioritized improvement recommendations. Roadway segments are prioritized
according to a formula that includes the following:
• Functional Classification
• Pavement Defect Value
How the plan was prepared
The first step in preparing the PMP was to evaluate the current condition of each road or road
segment. Longer roads are broken into segments reflecting past paving history and to facilitate
manageable evaluation. A survey form was created to collect data on each roadway segment. The
data on the survey form was then used to establish a priority ranking.
The public works industry uses two primary factors when evaluating pavement conditions:
functional classification and pavement defects. Each is discussed below:
Functional classification: Roads are classified in a hierarchy according to how they are used. The
functional classification is primarily a reflection of the volume of traffic a road accommodates.
For the purposes of this PMP the following classes of roads are identified:
• Main Road: Typically contains high traffic volume and either permits traffic flow from
one main road to another or acts as an inter-town connector. Example: Lancaster Avenue.
• Secondary Main Road: Typically contains higher traffic volume than either a collector
road or a local road with less volume than a main road, also acting as a connector
between main roads. Example: Sunny Hill Road.
• Collector Road: Typically contains lower traffic volume than either secondary main
roads or main roads and permits traffic between main roads or secondary main roads and
local roads. Example: Hollis Road.
• Local Road: Typically contains the lowest traffic volume of all roads and either permits
traffic flow from any of the above roads to residential subdivisions or acts as a connector
between subdivisions. Example: Broadmeadow Drive.
Pavement Defect Value: With the exception of newly paved roads, virtually all roads have some
defects. The PMP evaluates a number of defect types and the prevalence of those defects. Roads
with more defects and/or defects over a greater percentage of their length achieve a higher
pavement defect value. The pavement defects we evaluated include:
• Random Cracks: Transverse cracks caused by seasonal elongation and contraction of
pavement. These will occur within a few years of any new bituminous pavement.
• Iransverse/Longitudinal Cracks: Similar to random cracks, these lengthwise and
crosswise cracks are caused by seasonal elongation and contraction of pavement. These
will occur within a few years of any new bituminous pavement.
• Alligator Cracks: Also called "spider webbing" and often found at and around
manholes, catch basins, and/or driveways where they meet the road.
• Pot Holes: A crater like hole of varying size caused by freezing and thawing of the road
surface particularly in areas of other defects and cracks.
• Raveling: Raveling occurs when sections of the top pavement become loose and separate
from the binder course. It indicates deteriorating bond between pavement layers.
Pavement Management Pian
June 2010
===PAGE 35===
• Rutting, Corrugations, or Pushing: Longitudinal depressions and "wheel ruts" exist in
travel lanes or the edge of the roadway. They are due primarily to repetitive pressure
along one line of travel causing improper sub-base to compact and/or move laterally.
• Cross Trenches, Utility Cuts, or other Patches: These are sections of pavement that
have been repaired with new bituminous pavement.
• Main Line Trenches: Main line trenches are longitudinal sections of pavement that have
been repaired with new bituminous concrete pavement usually after a main line utility
repair.
Survey Forms: The functional classification and pavement defect values were arrived at by using
the Road Classification System Survey Form attached to this report. Each road or road segment
was evaluated and a survey form filled out for each. The Pavement Defects section of the form
shows the types of defects evaluated and the intensity of those defects. Column 1 indicates no
detect. Moving left to right the columns indicate progressively higher defects, reflecting the
ercentage of the road that suffers from the particular defect. Column 6 represents the severes
lefect. The values of each defect, ranging from 1 to 6, are added together to give the Pavemen
Defect Value, which is listed at the bottom of the survey form. A low pavement defect value
indicates a road in good condition while a high pavement defect value indicates a road in poor
condition.
Priority Condition: Pavement defect value alone will not provide a useful priority list for road
repair. Using both pavement defect value and road classification provides a more useful and
informed outcome. It is necessary to give a weighted value to the road classification so that roads
with a higher classification receive the attention they deserve. For the Pavement Management
Plan, the following values were applied:
•
Main Road: 0.75
Secondary Main Road: 0.50
Collector Road: 0.25
• Local Road: 0.10
Multiplying the pavement defect value by the road classification values provides the priority
condition value.
Pavement defect value X functional classification value = priority condition value
This provides a priority value for each road or segment. All of the roads/segments can then be
sorted by the priority value to provide a priority list of roads.
Improvement Methods
Unce Overall Priority Conditions for each roadway segment are completed specific improvement
methods are identified. The Annual Improvement Plan will be designed taking into consideration
available funds and the roadway network as a whole. The improvement program will address
immediate needs and long term maintenance of the roadway network. Immediate needs are those
in which roadway segments are at or near failure. Long term maintenance needs are those that
slow or stop the deterioration of the roadway segment, thereby extending the life of the segment.
Pavement Management Plan
June 2010
===PAGE 36===
Improvements will be tailored to the specific condition of the roadway segment. Improvements
may include crack sealing, patching, replacing broken berms, shoulder work, infrared repairs,
trench repairs, milling, overlay, and total or partial reclamation or reconstruction. Other roadway
features will also be evaluated and factored into improvement costs prior to a specific overall
cost estimate. These may include curbing, manholes, and general drainage repairs including
catch basins. The most typical pavement application allows for the use of existing pavement and
sub base as the foundation for a leveling course which serves to reshape the roadway profile.
Due to the rutting of the failed surface this course is difficult to measure. Once this phase of the
reconstruction is complete a top course is installed consisting of two inches of bituminous
concrete consisting of slightly smaller aggregate.
Preventive Maintenance
In addition to addressing roads in poor or failing condition, an emphasis must be placed on
preventive maintenance. It is important to address pavement problems as they develop and not
allow them to reach the point of pavement failure. For this reason, minor repair techniques will
be utilized to extend the life of roadways. For example, crack sealing is a fairly inexpensive way
to prevent water from infiltrating into pavement, which can quickly lead to pavement failure.
Reconstruction
For roadways that are beyond repair, reconstruction will be necessary. In general, reconstruction
should only be considered for main roads. This is because of the volume of traffic these
roadways carry. It is generally not cost effective to reconstruct secondary and local roadways
that do not carry heavy volumes. These roads can usually be sufficiently repaired by less costly
means.
Annual Improvement Program
Every year prior to the commencement of the construction season a list of roadway
improvements will be published. This Annual Improvement Program will be provided to the
Board of Selectmen and made available to the public on the Town's website. The program will
detail the roadway segments and the corresponding pavement method for each segment. The
decisions will be directly tied to the Pavement Management Program. Due to uncertain funding
and expenses it is difficult to develop a list that projects when each roadway segment will be
addressed. Multiyear improvement schedules will be released to the extent that they can be
accurately projected.
Summary
A Pavement Management Program that incorporates roadway functional classification and
pavement defect value provides an objective way of evaluating and prioritizing necessary
roadway repairs. As noted above, roadway maintenance is funded from two sources: State c. 90
funding at approximately $320,000 per year and local funds at about $70,000 per year. That is
not a lot of money to maintain an asset valued at approximately $70,000,000. Absent an infusior
of additional funds we must assume this is our annual allocation. Therefore, we must be as
efficient as possible with our available funds. Adherence to the Pavement Management Program
will give us the best ability to maintain this asset in as efficient a means as possible.
Pavement Management Plan
June 2010
===PAGE 37===
VHB
ROAD CLASSIFICATION SYSTEM
SURVEY FORM
Street Name
Section Beginning
Section Ending
Functional Class
1. Main Road
2. Secondary Main
3. Collector
4. Local
Other Features
1. Curbing/Berm
Utilities
Manholes
Catch Basins
Yes
2
1-10%
Г
Survey Date
Pavement Width
Pavement Length
Proposed Repair (H, M, L, N)
1. Routine Maintainance
a. Crack tilling
b. Patching
c. Replace broken berm
d. Shoulder work
e. Infra-red repairs
f. Trench repairs
2. Level & Overlay
3. Complete Reconstruction
a. Total reclamation
b. Partial reclamation
3
11-25%
4
26-50%
5
51-75%
Pavement Defects
1. Random Cracks
2. Transverse/Longitudinal Cracks
3. Alligator Cracks
4. Pot Holes
5. Raveling
6. Rutting, Corrugations, or Pushing
7. Cross Trenches, Utilty Cuts, Other Patches
8. Main Line Trenches
• Comments:
1
0%
Г
ґ
r
Pavement Defect Value:
Pavement Management Plan
June 2010
feet
feet
6
76-100%
Г
Г
:

========================================================================================
DOCUMENT : 2011-11-10-agenda-2359.txt
BOARD    : finance-committee
DATE     : 2011-11-10
KIND     : agenda
OUR COPY : https://lunenburgbudgetproject.org/docs/minutes/text/finance-committee/2011-11-10-agenda-2359.txt
TOWN PDF : https://www.lunenburgma.gov/AgendaCenter/ViewFile/Agenda/_11102011-2359
========================================================================================

===PAGE 1===
    
NOTICE of  FINANCE COMMITTEE MEETING  
on November 10, 2011  
7:00 PM  
Town Hall  
 
 
 
AGENDA  
 
1. Open Meeting  
 
2. Communications – 
•  Public Discussion 
•  New Communications 
 
3. Review Minutes – 9/22/2011, 10/27/2011 
 
4. Committee / Department Reports  
Capital Planning – Brian Laffond, DPW – Martha McDo nald,  Library – Barbara Reynolds,  
Monty Tech – Barbara Reynolds, Public Safety – Scot t Gile, Service Level Team – Mark 
Erickson / John Male, Sewer Commission – John Male,  Schools – TBD, School 
Regionalization – Mark Erickson, School Reconfigura tion – Brian Laffond / Barbara 
Reynolds 
 
5. New Business –  
•  Town Accountant’s Quarterly Report 
•  Town Manager update 
•  Service Levels/Balanced Metrics 
 
6. Next Meetings –    
•  December 1, 2011 – 7:00 p.m. – Tentative: STM Warr ants – Town Hall 
•  December 5, 2011 – 7:00 p.m. – Special Town Meetin g - LHS 
 
7. Adjournment

========================================================================================
DOCUMENT : 2011-11-10-minutes-2359.txt
BOARD    : finance-committee
DATE     : 2011-11-10
KIND     : minutes
OUR COPY : https://lunenburgbudgetproject.org/docs/minutes/text/finance-committee/2011-11-10-minutes-2359.txt
TOWN PDF : https://www.lunenburgma.gov/AgendaCenter/ViewFile/Minutes/_11102011-2359
========================================================================================

===OCR macOS Vision===
===PAGE 1===
.: "
Town of Lunenburg
MAST
Finance Committee:
Mark Erickson, Chairman
Brian Laffond, Vice-Chairman
Martha McDonald, Secretary
Barbara Reynolds
John Male
Scott Gile
RECEIVED & FILED
JAN 1S 2012
Lunenburg Finance Committee
Minutes
November 10, 2011
LUNENBURG TOWN
CLERK OFFICE
Location:
Town Hall
Present:
Brian Laffond, Martha McDonald, Mark Erickson, John Male
Absent:
Attendees:
Barbara Reynolds, Scott Gile
Karen Brochu
17 Main Street, P.O. Box 135
Lunenburg, MA 01462-0135
978.582.4139
FAX 978.582.4148
noved.
1) Meeting called to order by the Chairman at 7:03 PM
2) Review Minutes
• BL made a motion to accept the minutes of the 10/27/11 meeting as submitted; JM seconded; all approved
3) Committee/Department Reports
• Capital Planning - met last week and discussed requests from police and fire departments; met today and reviewed
Technology requests; some clarification needed on requested tablets and what the police and fire departments are
doing with the old items; the next meeting will cover the Library and Council on Aging requests
• Monty Tech - total student enrollment of 1,442 with 66 from Lunenburg; 280 middle school students are exploring
different vocations
• Service Level Team - meets next week
• School Reconfiguration - report being drafted for School Committee review; 12/7 presentation scheduled
4) Town Accountant's Quarterly Report
• HANDOUT: Salary Reserve Transfer Request; request for $7,320 buy back of sick and vacation time for retiring
sergeant, Ernest Gould; every year set aside as much as possible to cover any retirement buy backs; committee
requested schedule of the maximum sick leave/buy back amounts for eligible time; JM made motion to accept the
transfer requested, BL seconded, all approved
• HANDOUT: Revenues and Expenditures Report through 9/30/11; supplemental tax collections are at $88K YTD
compared to budget of $50K; on expenditure side, a few unplanned expenses including $6K to remove oil tank at
closed gas station
5) Town Manager Updates
• HANDOUT: Warrant for STM going to print tomorrow
• Article A - BL moves we recommend approval in the amount of $8265 for Attorney Dan Hill expenses, JM seconded,
all approved; Attorney Dan Hill's invoice received after end of fiscal year; must be approved at Town Meeting;
propose using current year's legal budget
• Article B - placeholder for firefighters collective bargaining agreement; probably will not be settled
• Article D - housekeeping item; amount approved to be borrowed but not needed so needs to be removed so we are
not carrying on our books and no longer authorized to be borrowed; BL recommends we rescind the $456,927.87, JM
seconded, all approved
• Article E - we have $22K additional funds in New Growth Estimate monies; will not take action tonight
• Storm clean-up - storm debris on private and public land estimated to cost $155K - 232K to clean-up
• FY13 Budget - need to set some money aside for Emergency Management Center
• DPW Facility Update - project is close to schedule; dealing with doors and going out to bid again; hoping there is a
sufficient amount of funds left over for new office equipment and technology needs
• Discussion on Service Levels - HANDOUT: Worksheet looking at service, variable, metric and performance
Page 1 of 2
===PAGE 2===
Adjournment - BL made a motion to adjourn at 9:51 pm, JM seconded; all in favor
Minutes respectfully submitted by Martha McDonald
RECEIVED & FILED
IN YS. 2012
: UNENBURG TOWN
CLERK OFFICE
Page 2 of 2

========================================================================================
DOCUMENT : 2011-12-05-agenda-2360.txt
BOARD    : finance-committee
DATE     : 2011-12-05
KIND     : agenda
OUR COPY : https://lunenburgbudgetproject.org/docs/minutes/text/finance-committee/2011-12-05-agenda-2360.txt
TOWN PDF : https://www.lunenburgma.gov/AgendaCenter/ViewFile/Agenda/_12052011-2360
========================================================================================

===PAGE 1===
    
NOTICE of  FINANCE COMMITTEE MEETING  
on December 5, 2011  
6:30 PM  
LHS  
 
 
 
AGENDA  
 
1. Review STM Warrant Articles

========================================================================================
DOCUMENT : 2011-12-05-minutes-2360.txt
BOARD    : finance-committee
DATE     : 2011-12-05
KIND     : minutes
OUR COPY : https://lunenburgbudgetproject.org/docs/minutes/text/finance-committee/2011-12-05-minutes-2360.txt
TOWN PDF : https://www.lunenburgma.gov/AgendaCenter/ViewFile/Minutes/_12052011-2360
========================================================================================

===OCR macOS Vision===
===PAGE 1===
Town of Lunenburg
Finance Committee:
Mark Erickson, Chairman
Brian Laffond, Vice-Chairman
Martha McDonald, Secretary
Barbara Reynolds
John Male
Scott Gile
22
17 Main Street, P.O. Box 135
Lunenburg, MA 01462-0135
978.582.4139
FAX 978.582.4148
4/76/12
Lunenburg Finance Committee
Minutes
Deçember 5, 2011
Location:
Present:
Absent:
Attendees:
Lunenburg High School (Cafeteria)
Brian Laffond, John Male, Barbara Reynolds, Scott Gile
Mark Erickson, Martha McDonald
Kerry Speidel
1
2) Old Business
• Review Special Town Meeting Articles - The Town Manager reported that there were no changes to the previously
reviewed Articles and no additional information on other Articles, so no action was required.
3) Adjournment - BR made a motion to adjourn at 6:40 PM, JM seconded; all in favor
Minutes respectfully submitted by Brian Laffond
Page 1 of 1