Board of Selectmen - 63 (02/09/2022)

PIPTEEN ROPE TERRY ROAD
WATERFORD, CT 063852886
PHONE: 660-142-0553
worvewnterionictorg
To: 
Robert Brule, First Selectman
From: 
Gary Schneider; Director of Public Works
Date: 
November 10, 2021
Re: 
CIP 2023 ~ 2027
The submittal of the Department's Capital Improvement Program for FY 23 encompasses all of
ithe infrastructure that is assigned to the Department-and follows iis Long Range Capital Plan.
For Public Works, out of the 18 projects, only 9 have been submitted for funding in FY 23.
This year’s requests remain focused on resurfacing our roads. While this component is
important, the infrastructure funding requests are moving into the areas of replacements of
deteriorated curbing, sidewalks; bridge repairs and traffic signal upgrades.
For Facilities, out of the 10 projects, only 5 have been submitted for funding in FY 23. The
focus is migrating the potential environmental risks from the remaining underground tanks.
Cer Kim Allen, Finance Director

TOWN OF WATERFORD
CAPITAL IMPROVEMENT PLAN
PROJECT CONSOLIDATION FORM-FY 2023-2027
DEPARTMENT/ AGENCY: _ | Puble Works
DEPT 
FUNDING | FISCAL YEAR | FISCAL YEAR | FISCAL YEAR | FISCAL YEAR | FISCAL YEAR
PRIORITY 
PROJECT NAME 
SOURCE 
2022-2023 
2023-2024 
2024-2025 
2025-2026 
2026-2027 
TOTAL
1 
Eversource Affected Roads 
1 
315,951 
372,159 
688,110
2 
Paving Projects 
l 
325,915 
325,915
3 
Concrete Curbing 
1 
219,300 
219,300
4 
Bridge-Culverts Under 20' 
6 
150,000 
150,000
5 
Sidewalk Replacement 
6 
35,000 
35,000
6 
Bridge Review 
6 
35,000 
35,000
7 
Traffic Signals 
6 
20,000 
20,000
8 
Minor Road Reconstruction 
6 
850,00C 
$50,000
9 
Gardiner's Wood Road 
6 
3,000,000 
3,000,000
0
0
TOTALS 
1,101,166 
1,222,159 
3,000,000 
0 
0 
5,323,325
INDEX TO FUNDING SOURCES,
CURRENT YEAR CAPITAL IMPROVEMENTS
UTILITY BUDGET/SEWER CAPITAL MAINTENANCE FUND
TRANSFER TO CAPITAL & NONRECURRING.
SHORT AND LONG TERM DEBT FINANCING
SNA 
YH BW 
We
LoCIP
CNR UNDESIGNATED FUND BALANCE
FEDERAL/STATE GRANTS
OTHER FUNDING

TOWN OF WATERFORD
CAPITAL PROJECT REQUEST FORM
2022-2023 FISCAL YEAR REQUEST
DEPARTMENT/AGENCY 
CONTACT PERSON
Public Works 
Gary J. Schneider
PROJECT NAME 
DEPARTMENT PRIORITY
Eversource Affected Roads FY23 
1
DESCRIPTION AND JUSTIFICATION (describe the type, purpose & anticipated accomplishments of the project)
This project supports surface transportation projects which encompass roads, street accessories, sidewalks, and bridges. The objective is to provide safe, attractive, and efficient public
transportation ways and infrastructure systems that support them.
The Town had agreed to allow Eversource to leave the gas main trenches temporarily patched for three years while Eversource attempts to sell gas services and then connect the property
owner to the main. Their reasoning was to avoid the cost of opening a newly restored pavement to install their lateral. The 
Town and Eversource have agreed that for some of the roads instead
of Eversource performing what is required by the Ordinance, they will deposit with the Town a sum that will be used in conjunction with town funds to address the entire width of the road.
The roads are in a condition that the entire width should be milled and overlaid with asphalt not just half of the road or the trench.
Roads to be addressed in 2022 (FY 23) and 2023 (F'Y24). (Attachment 1)
PROJECT STATUS IF IN PROGRESS
Eversource has released the roads and agreed to deposit with the Town funds for their portion of the road work
'
LIST OTHER PROJECTS WITHIN YOUR DEPARTMENT OR ANOTHER DEPARTMENT THAT WILL BE IMPACTED 
|
BY THIS REQUEST
None
DESCRIBE THE IMPACT ON DEPARTMENT OPERATING BUDGET (include cost estimate if applicable)
Minor impact. Current practice is just to make the road condition safe. Minor saving in pot hole patching materials.
GRANT FUNDING/OTHER FUNDING, if applicable (detailed explanation of grant/other funding, including the amount,
source of funding, status, town match, if any. Attach award letter if available)
Eversource to deposit with the Town funds to restore the roads in lieu of performing the work themselves.
FY23 $112,011 & FY24 $75,355 (Eversource)
ATTACH PLAN ESTIMATE, SERVICE AREA MAP AND/OR OTHER SUPPORTING DOCUMENTATION (if none, simply
state that in the area below) 
;
See attached expanded narrative and cost estimates
COST/FUNDING SOURCE
APPROVED
FUNDING TO
FUNDING SOURCE 
DATE 
FY2023 
FY2024 
FY2025 
FY2026 
FY2027
Current Year Capital 
315,951 
372,159
Utility Budget/Sewer Cap Maint Fund
Transfer to CNR
Short/Long-term Bonds
LoCIP (detail in section 5 above)
CNR Undesignated Fund Balance
SA 
pp 
lo 
prope
Federal/State Grants (detail in section 5)
Other Funding (detail in section 5 above)
TOTALS 
0 
315,951 
372,159 
0 
0 
0

XX
Daniel Matheson
From: 
Reed, John J <john.reed@eversource.com>
Sent: 
Thursday, September 30, 2021 10:03 AM
To: 
Daniel Matheson
Cc: 
Gary Schneider
Subject: 
RE: estimated square yards
Dan,
Looks good. 
| want to make sure the 10% incidentals includes the few misc patches in the neighborhood we have (on
town roads). Most likely these are stubs on roads potentially getting gas in the future. Robin was one we saw,
Edgewood i think...... maybe attach a map to the invoice/agreement.
If thats good, start an invoice !
John
From: Daniel Matheson <dmatheson@waterfordct.org>
Sent: Thursday, September 30, 2021 9:34 AM
To: Reed, John J <john.reed@eversource.com>
Cc: Gary Schneider <gschneider@waterfordct.org>
Subject: estimated square yards
EVERSOURCE IT NOTICE — EXTERNAL EMAIL SENDER **** Don’t be quick to click! ****
Do not click on links or attachments if sender is unknown or if the email is unexpected from someone you know, and
never provide a user ID or password. Report suspicious emails by selecting ‘Report Phist’ or forwarding to
SPAMFEEDBACK@EVERSOURCE.COM for analysis by our cyber security team.
John, see attached estimate. If you any questions let me know please.
Thanks,
Dan
Daniel Matheson
Assistant Director
Waterford Public Works
860-444-5864

09/27/2021
2021 Roadway Milling/Paving
Square 
Square 
. 
ee 
Ds
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Kingfisher Way (Milling) 
42,400 
ATLLII 
Sq Yd 
$4.00 
$18,844.44
Woodlawn Ave (Milling) 
30,960 
3,440.00 
Sq Yd 
$4.00 
$13,760.00
Sandy Hollow Lyive (Milling) 
49,710 
5,523.33 
Sq Yd 
54.00 
$22,093.33
Brill Ave (Milling) 
44,380 
4,931.11 
Sq Yd 
$4.00 
$19,724.44
Mackenzie Road (Milling) 
52,400 
5,822.22 
Sq Yd 
$4.00 
$23,288.89
Kestrel Lane (Milling) 
7310 
812.22 
Sq Yd 
$4.00 
$3,248.89
TOTALS 
25,240.00 | Sq Yd 
$100,960.00
Paving ( 2") 
25,240.00 | X 0.0575 |X 2" X $80.00 
$232,208.00
~2900 Tons
Tack Coat 
1509 gallons 
1500 
$5.00 
$7,500.00
Total Milling and Paving 
$340,668.00
10% Incidetials and Oil Escallation 
$34,066.80
Total Cost 
$374,734.80
| 
|
Eversource portion of the repairs(1/2 roadway or 1/2 of the cost) 
$187,367.40

o
_
MEMORANDUM: 
TOWN OF WATERFORD
DEPARTMENT OF PUBLIC WORKS
To: 
File
From: Gary J Schneider
Date: November 3, 2021
Re: 
CIP: Eversource Affected Roads
The Town had agreed to allow Eversource to leave the gas main trenches
temporarily patched for three years while they attempted to sell gas services and
connect the property owner to the main. 
Their reasoning was to avoid the cost
of opening a newly restored pavement to install the lateral.
The Town and Eversource have agreed that for some of the roads instead of
Eversource performing what is required by the Ordinance, Eversource will
deposit with the Town a sum that will be used in conjunction with town funds to
address the entire width of the road.
Mosi of roads are in a condition that the entire width should be milled and
overlaid with asphalt not just half of the road or the trench.
Roads to be addressed in 2022 (FY 23) and 2023 (FY24). (Attachment 1)
Background: Review of Chapter 12.04 Street Use Regulations of the Code of
Ordinances and the “Town of Waterford Board of Selectmen Policies for
Restoring Utility Trench Excavations Pursuant to Chapter 12 Section 10.04.041
of the Waterford Code of Ordinances governs the approach and requirements to
restore the roads, (Attachment 2)
In the paragraph, UTILITY DISTRIBUTION AND COLLECTION EXCAVATIONS,
it states “following guidelines shall be implemented when any utility distribution
and collection excavation is approved within the Town right of way after
following the permanent trench pavement replacement stated above”. The
gas mains are a utility distribution system.
One must go to this section first, PERMANENT TRENCH PAVEMENT
REPLACEMENT before we apply the section noted above. “This process will
include the immediate placement of a comparable depth of bituminous concrete
and gravel as per Town of Waterford specifications as determined by the Director
of Public Works or his designee. Emphasis must be placed on the backfilling and
compaction of the original trench t avoid any settlement. Original pavement
edges shall be saw cut to neat, straight lines to a depth necessary to remove ail

C
pavement and tack coated. Pavement joints shall be sealed with an approved
asphaltic material filling with a nozzle from the bottom up. Full depth
replacement is required for pavement removed during the excavation.”
After this has been completed, the remainder of the section for UTILITY
DISTRIBUTION AND COLLECTION EXCAVATIONS is followed requiring
“milling of 1% of pavement from the center line to the curb and replaced with a
bituminous concrete overlay. Lastly, the joints must be sealed."

C 
Attachment 1: Dated November 8, 2021
. 
Eversource has completed its sales for natural gas installations on the following roads:
* 
Kingfisher Way
Woodlawn Ave
Sandy Hollow Drive
Mackenzie Road
Kestrel Lane
een 
e
It would be cost effective if the remainder of the neighbor roads were also completed at the same time.
Those roads are:
e 
Edgewood Ave
« 
Graham Street
e 
Miner Ct
e 
Hamel Ct
e 
Woodlawn Ct
* 
Quail Street
« 
Robin Street
® 
Lark Street
e 
Thrust Street.
The long range plan had identified paving these areas in FY 25 and FY 26. Public Works prepared
estimates to resurface these roads with Eversource funding 1% of the cost.
The cost for this project is broken down as such:
. 
e 
Eversource Roads: 
$385,578 (Eversource contributes % or $192.879)
C ~ 
* 
Remainder of Roads: $302,352
Sandy Hollow will require all of the concrete curb to be replaced before paving. Salt has caused the
concerts to spall. It must be replaced before resurfacing,
For FY 23: Eversource $229,535, Town $86,416
e 
Kingfisher
Woodlawn Ave
Mackenzie
Kestrel
Quail
Robin
Thrust
Lark
« 
Woodlawn
For Fy24: Eversource $756,223, Town $215,936
« 
Miner
Miner CT
Edgewood
Graham
Sandy Hollow
Brill
Hamel
My recommend is that the Department place in its budget request for addressing these roads in FY 23
and FY 24. Sandy Hallow's concrete curbing replacement will be requested for FY23 with the paving
eee 
funding requested on FY 24. The project is split into two fiscal years. Other paving projects are also
( _ 
being planned and Public Works staff will only be able to manage what is being proposed.

2021 Readway Millne/Paving
Road 
Square | Square | Unit | Unit Price 
Total
Feet 
Yards
iGngtisher Way (Milling) 
42,400 | 471111 | 8qv¥d 
$4.60 
18,844.44
i 
TOTALS 
STALL 
Sq Yd 
$18,844.44
Paving ( 2") 
4,711.11 | X 0.0575 |X. 2" X $80.00 
$43,342.21
~550 Tons
Tack Coat 
300 gallons 
300 
$5.00 
$1,500.00
Total Milling and Paving 
$63,686.66
10% Incidetials and O Escallation 
$6,368.67
Total Cost
$70,055.32
|
|

| 
aa
tN CS
2021 Roadway Milling/Paving
Square 
Sqttare 
. 
lett 
Pet 
ee
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Woodlawn Ave (Milling) 
30,960 
3,440.00 
Sq Yd 
$4.00 
$13,760.00
TOTALS 
3,440.00 
Sq ¥d 
$13,760.00
Paving ( 2") 
3,440.00 | K-0.0575 |X 2” X $80.00 
$31,648.00
~400 “Tons
Tack Coat 
275 gallons 
275 
$5.00 
$1,375.00
Total Milling and Paving 
$46,783.00
10% Incidetials and Ol Eseallation 
$4678.30
' 
Total Cost 
$51,461.30
|

MN 23
2021 Roadway Milling/Paving
bce 
Square 
Square 
. 
ne 
Deed 
He
Road 
Feet 
Yards 
Unit 
Unit Price 
Tetal
(Mackenzie Road (Milling) 
52,400 
5822.22 
Sq Yd 
$4.00 
$23 288.89
TOTALS 
§,822.22 
Sq Yd 
$23,288.89
Paving (2°) 
§,822.22 | & 0.0575 [Xx 2" X $80.00 
$53,564.42
~ 675 Tons
Tack Coat 
400 gallons 
A00 
$5.00 
$2,000.00
Total Milling and Paving 
$78,853.31
10% Incidetials and Ou Eseallation
$7,885.33
Total Cost
$86,738.64
| 
|

2021 Roadway Milling/Paving
; 
Square 
Square 
4 
oe 
Theat 
.
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Kestrel Lane (Milling) 
F310 
$12.22 
Sq Yd 
$4.00 
$3,248.89
TOTALS 
$12.22 
Sq Yd 
$3,248.89
Paving ( 2") 
812.22 
|X 0.0575 |X 2" K $80.00 
S7AT242
~ 100 Tons
Tack Coat 
70 gallons 
70 
$5.00 
$350.00
Total Milling and Paving 
$11,071.31
10% Incidetials and. GU Escallation
$1,107.13
"Tetal Cost
$12 178.44
| 
|

WN 
243
2021 Roadway Milling/Paving
Square 
Square 
. 
*e 
Det
Road 
Feet 
Vards 
Unit 
Unit Price 
Total
Quail Street (Milling) 
9,912 
1,102.00 
Sq Yd 
$4.00 
$4,408.00
TOTALS 
1,102.00 
Sq Yd 
$4,408.00
Paving ( 2") 
1,102.00 | X 0.0575 |X 2" K $80.00 
$10,138.40
~ 130 Tons
Tack Coat 
90 gallons 
90 
$5.00 
$450.00
Total Milling and Paving 
$14,996.46
10% Incidetials and Oil Escallation 
$1,499.64
Total Cost 
$16,496.04
| 
|

R23
2021 Roadway Milling/Paving
Square 
Square 
° 
“pes
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Robin Street (Milling) 
17,880 
1,986.67 
Sq Yd 
$4.00 
$7,946.67
TOTALS 
1,986.67 
Sq Yd 
$7,946.67
Paving ( 2") 
1,987.00 | X 0.0575 |X 2" X $80.00 
$18,280.40
~ 230 Tons
Tack Coat 
150 gallons 
150 
$5.00 
$750.00
Total Milling and Paving 
$26,977.07
10% Incidetials and Oil Escallation 
$2,697.71
Total Cost
$29,674.77

IN 24
2021 Roadway Milling/Paving
Square 
Square 
ee 
+e 
Det
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Thrush Street (Milling) 
12,264 
1,362.67 
Sq Yd 
$4.00 
$5,450.67
TOTALS 
1,362.67 
Sq Yd 
$5,450.67
Paving ( 2") 
1,363.00 | X 0.0575 (X 2" X $80.00 
$12,539.60
~ 160 Tons
Tack Coat 
110 gallons 
110 
$5.00 
$550.00
Total Milling and Paving 
$18,540.27
10% Incidetials and Oil Escallation 
$1,854.03
Total Cost 
$20,394.29
|

2021 Roadway Millmg/Paving
Square 
Square 
. 
ee 
pes
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Lark Street (Milling) 
11,952 
1,328.00 
Sq Yd 
$4.00 
$5,312.00
TOTALS 
1,328.00 
Sq Yd 
$5,312.00
Paving ( 2") 
1,330.00 | X 0.0575 |X 2" X $80.00 
$12,236.00
~ 155 Tons
Tack Coat 
100 gallons 
100 
$5.00 
$500.00
Total Milling and Paving 
$18,048.00
10% Incidetials and Oil Escallation 
$1,804.80
Total Cost 
$19,852.80
| 
|

y 
ot.
as 
fo at
C4 ¢
2021 Roadway Milling/Paving
Square 
Square 
. 
spe
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Woodlawn Ct (Milling) 
5,472 
608.00 
Sq Yd 
$4.00 
$2,432.00
TOTALS 
608.00 
Sq Yd 
$2,432.00
Paving ( 2") 
608.00 | X 0.0575 |X 2" X $80.00 
$5,593.60
~ 75 Tons
Tack Coat 
50 gallons 
50 
$5.00 
$250.00
Total Milling and Paving 
$8,275.60
10% Incidetials and Oil Escallation 
$827.56
Total Cost 
$9,103.16
| 
|

a
2021 Roadway Milling/Paving
Square 
Square 
: 
es 
Det
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Miner Ave (Milling) 
57,600 
6,400.00 
Sq Yd 
$4.00 
$25,600.00
TOTALS 
6,400.00 
Sq Yd 
$25,600.00
Paving ( 2") 
6,400.00 | X 0.0575 |X 2" X $80.00 
$58,880.00
~ 740 Tons
Tack Coat 
500 gallons 
500 
$5.00 
$2,500.00
Total Milling and Paving 
$86,980.00
10% Incidetials and Oil Escallation 
$8,698.00
Total Cost 
$95,678.00
| 
|

Al a
2021 Roadway Milling/Paving
Square 
Square 
: 
. 
Dos
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Miner Ct (Milling) 
9,940 
1,104.44 
Sq Yd 
$4.00 
$4,417.78
TOTALS 
1,104.44 
Sq Yd 
$4,417.78
Paving ( 2") 
1,105.00 | X 0.0575 |X 2" X $80.00 
$10,166.00
~ 130 Tons
Tack Coat 
90 gallons 
90 
$5.00 
$450.00
Total Milling and Paving 
$15,033.78
10% Incidetials and Oil Escallation 
$1,503.38
Total Cost 
$16,537.16
| 
|

RY 24
2021 Roadway Milling/Paving
Road 
Square 
Unit 
Unit Price 
Total
Feet
Edgewood Ave (Milling) 
32,904 
Sq Yd 
$4.00 
$14,624.00
TOTALS 
Sq Yd 
$14,624.00
Paving ( 2") 
X 0.0575 |X 2" X $80.00 
$33,635.20
~ 420 Tons
Tack Coat 
280 gallons 
$5.00 
$1,400.00
Total Milling and Paving 
$49,659.20
10% Incidetials and Oil Escallation 
$4,965.92
Total Cost 
$54,625.12
| 
|

_~
fy24
2021 Roadway Milling/Paving
Square 
Square 
. 
apes
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Graham St (Milling) 
24,192 
2,688.00 
Sq Yd 
$4.00 
$10,752.00
TOTALS 
2,688.00 
Sq Yd 
$10,752.00
Paving ( 2") 
2,688.00 | X 0.0575 |X 2" X $80.00 
$24,729.60
~ 320 Tons
Tack Coat 
210 gallons 
210 
$5.00 
$1,050.00
Total Milling and Paving 
$36,531.60
10% Incidetials and Oil Escallation 
$3,653.16
Total Cost 
$40,184.76
|

by TL
2021 Roadway Milling/Paving
Square 
Square 
. 
+4 
Des
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Sandy Hollow Drive (Milling) 
49,710 
5,523.33 
Sq Yd 
$4.00 
$22,093.33
TOTALS 
5,523.33 
Sq Yd 
$22,093.33
Paving ( 2") 
5,525.00 | X 0.0575 |X 2" X $80.00 
$50,830.00
~ 640 Tons
Tack Coat 
420 gallons 
420 
$5.00 
$2,100.00
Total Milling and Paving 
$75,023.33
10% Incidetials and Oil Escallation 
$7,502.33
Total Cost 
$82,525.67

2021 Roadway Milling/Paving
Square 
Square 
. 
pe
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Brill Ave (Milling) 
44.380 
4,931.1] 
Sq Yd 
$4.00 
$19,724.44
TOTALS 
4,931.11 
Sq Yd 
$19,724.44
Paving ( 2") 
4,932.00 | X 0.0575 |X 2" X $80.00 
$45,374.40
~ 570 Tons
Tack Coat 
380 gallons 
380 
$5.00 
$1,900.00
Total Milling and Paving 
$66,998.84
10% Incidetials and Oil Escalation 
$6,699.88
Total Cost 
$73,698.73
| 
i

ft 247
2021 Roadway Milling/Paving
Square 
Square 
: 
ee 
Des
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Hamel Ct (Milling) 
5,352 
594.67 
Sq Yd 
$4.00 
$2,378.67
TOTALS 
594.67 
Sq Yd 
$2,378.67
Paving ( 2") 
595.00 | X 0.0575 |X 2" X $80.00 
$5,474.00
~ 70 Tons
Tack Coat 
50 gallons 
50 
$5.00 
$250.00
Total Milling and Paving 
$8,102.67
10% Incidetials and Oil Escalation 
$810.27
Total Cost 
$8,912.93
|

TOWN OF WATERFORD
CAPITAL PROJECT REQUEST FORM
2022-2023 FISCAL YEAR REQUEST
DEPARTMENT/AGENCY 
CONTACT PERSON
Public Works 
Gary J. Schneider
PROJECT NAME 
DEPARTMENT PRIORITY
Paving Projects 
2
1 
[DESCRIPTION AND JUSTIFICATION (describe the type, purpose & anticipated accomplishments of the project)
This project supports surface transportation projects which encompass roads, street accessories, sidewalks, and bridges. The objective is to provide safe, attractive, and
efficient public transportation ways and infrastructure systems that support them.
All roads identiffed in this project falt under the definition of needing structural improvement or rehabilitation, This is defined as milting the top two inches of ald asphalt
from the surface and replacing with new asphalt or full depth reclamation, where the asphalt is ground up and mixed with the base to establish a new base and then
resurfaced with three to five inches of new asphalt.
* Tiffany Ave, Savi Ave, Cherry St, Willow St, Cedar St, East Brook Dr.
2 [PROJECT STATUS IF IN PROGRESS
Department has identified the areas to address using the recently completed Pavement Management 2020 Update (October 2020),
prepared by VHB, consulting engineering.
LIST OTHER PROJECTS WITHIN YOUR DEPARTMENT OR ANOTHER DEPARTMENT THAT WILL BE IMPACTED
3 [BY THIS REQUEST
None
4 |DESCRIBE THE IMPACT ON DEPARTMENT OPERATING BUDGET (include cost estimate if applicable)
Minor impact. Current practice is just to make the road condition safe. Minor savings in pot hole patching materials
GRANT FUNDING/OTHER FUNDING, if applicable (detailed explanation of grant/other funding, including the amount, _
5_|source of funding, status, town match, ifany. Attach award letter if available) 
_
None
ATTACH PLAN ESTIMATE, SERVICE AREA MAP AND/OR OTHER SUPPORTING DOCUMENTATION (if none, simply
6 
|state that in the area below)
Attached expanded narrative memorandum and cost estimates.
7 
COST/FUNDING SOURCE
APPROVED
FUNDING TO
FUNDING SOURCE 
DATE 
FY2023 
FY2024 
FY2025 
FY2026 
FY2027
1 
|Current Year Capital 
325,915
2 [Utility Budget/Sewer Cap Maint Fund
3 
[Transfer to CNR
4 
|Short/Long-term Bonds
5 |LoCIP (detail in section 5 above)
6 \CNR Undesignated Fund Balance
7 |Federal/State Grants (detail in section 5)
8 
|Other Funding (detail in section 5 above)
TOTALS 
0 
328,915 
0 
0 
0 
0

ont,
MEMORANDUM: 
TOWN OF WATERFORD
DEPARTMENT OF PUBLIC WORKS
To: 
File
From: 
Gary J Schneider
Date: 
November 9, 2021
Re: 
CIP: Paving Program
The Town needs to balance available funding to save our relatively good
collector roads with the need to address years of delayed work in our
neighborhoods. This balance needs to address the base rehabilitation
(reclaiming the road) roads that account for 57% of the backlog with those roads
that required routine, preventative maintenance and structural improvements
(milling, patching and crack sealing).
Funding for our road program is programmed from two sources. The operations
budget using TAR funding from the State will be used for routine maintenance
and minor local repairs such as crack sealing and pothole repairs. Programed
for CIP funding are the thin overlay, full width milling and overlay; and reclaiming
and overlay.
The areas to be addressed for the next years will be those roads that didn't
involve the installation of gas mains. These roads are not only in the Quaker Hill
area, but also in the neighborhoods south of Fog Plain, and elsewhere. The
Department is still in discussions with Eversource to schedule their permanent
repairs.
To guide us, a pavement management update was completed for the entire
network. This formal evaluation provided a systematic, consistent approach to
the evaluation of the present condition of the road surface. It is used to prioritize
the repairs. It is not intended to replace sound engineering judgmeni, which
should dictate specific needs for an individual! project.
The Departments previous approach has been to address local roads that carry a
good volume of traffic. Classified as major and minor collector streets, most
have been addressed over the last 10 years. These 19 roads have been
completed or funded. This has worked well, as the Department effort on these
roads will now be routine and preventive maintenance, low cost methods that
extend the life of the roads.

Our effort will move more into the neighborhoods, where multiple roads will be
addressed requiring a variety of paving methods.
Starting with the older neighborhoods is challenging because they have a mix of
road widths, multiple types of curbing, asphalt sidewalks that abut the asphalt
curbing, driveway aprons constructed of concrete, asphalt and stone, drainage
structures and sewer manholes. These items don’t lead to the approach that the
Department has used for the last several years of using the State bid list. This
list works great for when the majority of the work is just the resurfacing.
Resurfacing will just one part of what much be accomplish for these
neighborhood roads.
All roads identified in this project fall under the definition of needing structural
improvement or rehabilitation. This is defined as milling the top two inches of old
asphalt from the surface and replacing with new asphalt or full depth reclamation,
where the asphalt is ground up and mixed with the base to establish a new base
and then resurfaced with three to five inches of new asphalt.
Sub-class N/S & E/W local connectors
e 
FY 25 Goshen/Spinnaker/Country Club
e 
FY 26 Quarry Road/Leary Drive/portion of Shore Road (Lindros to Quarry)
Neighborhood Roads
e 
FY 23 Map Section A, Area 3:
o Tiffany Ave, Savi Ave, Cherry St, Willow St, Cedar St, East Brook
Dr.
e 
FY 24 Map Section A, Area 2 and Section B, Area 3:
e 
David/Wild Rose Place & Avenue/Avenue A/SummerWilliam
o 
Third/Fourth/Middle from Daniels to Fourth/High from Daniels to
Fourth
e 
FY 25 Map Section B, Area 4 and Section G:
o 
First/Second/ Middle from Daniels to First/High from Daniels to First
o 
Pine Street, Strosberg Road, Hamast Ave, Woodland Rd
e 
FY 26 Map Section C, Area 1:
o 
Perry/Alice/Linda/Oak/Anita/Lee/Division/Betty
e 
FY 27 Map Section D:
o 
Gunshot, Race, Lanyard, Windward. Millstone East

2021 Roadway Reclaiming/Pavin
4
Square 
Square 
. 
sD
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Tiffany Ave (Reclaiming) 
33,168 
3,685.33 
Sq Yd 
$6.00 
$22,112.00
Paving (3") 
3,685.33 
| X 0.0575 |X 3" X $80 
$50,857.60
Total Milling and Paving 
$72,969.60
Reset Manholes 
- 
6.00 
EA 
$800.00 
$4,800.00
Epoxy Painted Yellow Lines 
LF 
$0.30 
$0.00
Stop Bars 
30.00 
SF 
$4.00 
$120.00
Topsoil and seed 
20.00 
Sq Yd 
$8.00 
$160.00
Pave Aprons 
120.00 
Sq Yd 
$20.00 
$2,400.00
Sub Total 
$80,449.60
|
Total x 10% 
$8,044.96
Total 
$88,494.56

2021 Roadway Reclaiming/Paving
Square 
Square 
: 
“Ds
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
East Brook Drive(Reclaiming) | 
16,000 | 1,777.78 | Sq Yd 
$6.00 
$10,666.67
Paving (3") 
1,777.78 | X 0.0575 |X 3" X $80 
$24,533.33
Total Milling and Paving 
$35,200.00
Reset Manholes 
6.00 
EA 
$800.00 
$4,800.00
Epoxy Painted Yellow Lines 
LF 
$0.30 
$0.00
Stop Bars 
15.00 
SF 
$4.00 
$60.00
Topsoil and seed 
15.00 
Sq Yd 
$8.00 
$120.00
Pave Aprons 
80.00 
Sq Yd 
$20.00 
$1,600.00
Sub Total 
$41,780.00
|
Total x 10% 
$4,178.00
Total 
$45,958.00

2021 Roadway Reclaiming/Pavin
ee)
Square 
Square 
. 
“pe
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Savi Ave (Reclaiming) 
38,952 
4,328.00 
Sq Yd 
$6.00 
$25,968.00
Paving 3") 
4,328.00 | X 0.0575 |X 3" X $80 
$59,726.40
Total Milling and Paving 
$85,694.40
Reset Manholes 
8.00 
EA 
$800.00 
$6,400.00
Epoxy Painted Yellow Lines 
LF 
$0.30 
$0.00
Stop Bars 
30.00 
SF 
$4.00 
$120.00
Topsoil and seed 
30.00 
Sq Yd 
$8.00 
$240.00
Pave Aprons 
230.00 
Sq Yd 
$20.00 
$4,600.00
Sub Total 
$97,054.40
|
Total x 10% 
$9,705.44
Total 
$106,759.84

cm
2021 Roadway Reclaiming/Paving
+
ft
elf ,
Square 
Square 
. 
pe:
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Cedar St (Reclaiming) 
11,904 
1,322.67 
Sq Yd 
$6.00 
$7,936.00
Paving (3") 
1,322.67 | X 0.0575 |X 3" X $80 
$18,252.80
Total Milling and Paving 
$26,188.80
Reset Manholes 
5.00 
EA 
$800.00 
$4,000.00
Epoxy Painted Yellow Lines 
LF 
$0.30 
$0.00
Stop Bars 
15.00 
SF 
$4.00 
$60.00
Topsoil and seed 
15.00 
Sq Yd 
$8.00 
$120.00
Pave Aprons 
50.00 
Sq Yd 
$20.00 
$1,000.00
Sub Total 
$31,368.80
|
Total x 10% 
$3,136.88
Total 
$34,505.68

2021 Roadway Reclaiming/Paving
Square 
Square 
. 
Du:
Road 
Feet 
Yards 
Dnit 
Unit Price 
Total
Cherry St (Reclaiming) 
8,064 
$96.00 
Sq ¥d 
$6.00 
$5,376.00
Paving (3") 
896.00 
| X 0.0575 |X 3" XK $80 
$12,364.80
Total Milling and Paving 
$17,740.80
Reset Manholes 
3.00 
EA 
$800.00 
$2,400.00
Epoxy Painted Yellow Lines 
LF 
$0.30 
$0.00
Stop Bars 
SF 
$4.00 
$0.00
Topsoil and seed 
15.00 
Sq Yd 
$8.00 
$120.00
Pave Aprons 
50.00 
Sq Yd 
$20.00 
$1,000.00
Sub Total 
$21,260.80
|
Total x 10% 
$2,126.08
Total 
$23,386.88

2021 Roadway Reclaiming/Paving
Square 
Square 
. 
“sD.
Road 
Feet 
Yards 
Unit 
Unit Price 
Total
Willow St (Reclaiming) 
9,480 
1,053.33 
Sq Yd 
$6.00 
$6,320.00
Paving (3") 
1,053.33 
| X 0.0575 |X 3" X $80 
$14,536.00
Total Milling and Paving 
$20,856.00
Reset Manholes 
3.00 
EA 
$800.00 
$2,400.00
Epoxy Painted Yellow Lines 
LF 
$0.30 
$0.00
Stop Bars 
SF 
$4.00 
$0.00
Topsoil and seed 
15.00 
Sq Yd 
$8.00 
$120.00
Pave Aprons 
50.00 
Sq Yd 
$20.00 
$1,000.00
Sub Total 
$24,376.00
Total x 10% 
$2,437.60
Total 
$26,813.60

TOWN OF WATERFORD
CAPITAL PROJECT REQUEST FORM
2022-2023 FISCAL YEAR REQUEST
DEPARTMENT/AGENCY 
CONTACT PERSON
Public Works 
Gary J. Schneider
PROJECT NAME 
DEPARTMENT PRIORITY
Concrete Curbs 
3
DESCRIPTION AND JUSTIFICATION (describe the type, purpose & anticipated accomplishments of the project)
Deteriorated sections of concrete curbing on Sandy Hollow and Shore Roads must be addressed before the road can be scheduled to ba
resurfaced. The concrete curbing 
has spalled to a point with the steel rebar is being exposed and is becoming a hazard to tires or the
walking public. Patching the spatled concrete is not cost effective as the water and salt has already reached the untreated steel and the
spalling wili continue until all affected sections have been removed. The deteriorated sections would be removed and precast concrete
sections would be reinstalled. Modern concrete mixes are formulated stand up to salt (chlorides) intrusion.
PROJECT STATUS IF IN PROGRESS
Department has identified areas of curbing needs to be addressed before the roads are resurfaced.
LIST OTHER PROJECTS WITHIN YOUR DEPARTMENT OR ANOTHER DEPARTMENT THAT WILL BE IMPACTED
BY THIS REQUEST 
:
Paving of the roads will be held off until the curbing condition is addressed.
DESCRIBE THE IMPACT ON DEPARTMENT OPERATING BUDGET (include cost estimate if applicable)
Minor impact. Current practice is just ta make the condition safe,
GRANT FUNDING/OTHER FUNDING, if applicable (detailed explanation of grant/other funding, including the amount,
source of funding, status, town match, ifany. Attach award letter if available)
None
ATTACH PLAN ESTIMATE, SERVICE AREA MAP AND/OR OTHER SUPPORTING DOCUMENTATION (if none, simply
state that in the area below)
See attached expanded narrative and memo dated 5/5/21 - Goshen Area Concrete Curbing
COST/FUNDING SOURCE
APPROVED
FUNDING TO
FUNDING SOURCE 
DATE 
FY2023 
FY2024 
FY2025 
FY2026 
FY2027
Current Year Capital 
219,300
Utility Budget/Sewer Cap Maint Fund
Transfer to CNR
Short/Long-term Bonds
LoCIP (detail! in section $ above)
CNR Undesignated Fund Balance
MELON 
JU] 
po 
| 
pope
Federal/State Grants (detail in section 5)
Other Funding (detail in section 5 above)
TOTALS 
0 
219,300 
0 
0 
_ 
6 
0

a.
a
MEMORANDUM: 
TOWN OF WATERFORD
DEPARTMENT OF PUBLIC WORKS
To: 
‘File
From: Gary J Schneider
Date: 
November 2, 2021
Re: 
CIP: Concrete Curbs
This project supports surface transportation projects which encompass roads,
street accessories, sidewalks, and bridges. The objective is to provide safe,
attractive, and efficient public transportation ways and infrastructure systems that
support them.
Our existing roadside curbing is either asphalt or concrete. Asphalt curbing is addressed
when the road is resurfaced. Deteriorated sections are removed in mass just before the
new surface is placed and then the curbs are reinstalled. Deteriorated sections of
concrete curbing must be addressed before the road is scheduled to be resurfaced. You
don't want to pave a road and then cut out the section of the new pavement in the gutter
to remove the old curb and install the new.
The concrete curbing is several areas has spalled to a point with the steel rebar is being
exposed and is becoming a hazard to tires or the walking public. Patching the spalled
concrete is not cost effective as the water and salt has already reached the untreated
steel and the spalling will continue until all affected sections have been removed.
The deteriorated sections would be removed and precast concrete sections would be
reinstalled. Modern concrete mixes are formulated stand up to salt (chlorides) intrusion.

MEMORANDUM: 
TOWN OF WATERFORD»
DEPARTMENT OF PUBLIC WORKS
To: 
Robert Brule, First Selectman
From: 
Gary J Schneider
Date: 
May 5, 2024
Re: 
Goshen Area Concrete Curbing Issues
Two sections of concrete curbs.on Shore Road between Goshen Road and Quarry Road
and between Dock Road and Palmer Road are showing signs of serious deterioration.
The concrete is spalling to the point where there are sections of the concrete curb that is
at the same level as the road leaving a drop from the asphalt sidewalk. Other curbs in
the area will need to be addressed in the future:
The Department is. constantly temoving the exposed rebar and sweeping up the chunks
of concrete in an attenipt to make the area safe. That still leaves an uneven surface.
The two sections of curbing in the area in the worse shape total 2,300 feet in length.
The curbing has deteriorated to the point where permanent repairs are not an option.
These sections of curbs are beyond:a simple curb replacement. Years of resurfacing
has brought has increased the height of the:road resulting in less 
of a curb reveal. This
area is experiencing flooding from the street ahd thought must be given to increasing the
curb reveal which will require raising the sidewalk. The increased curb reveal is an
attempt to channel the road water into the existing basins instead of through driveways
in backyards. This will help but not eliminate the flooding from the street onto private
property.
Based on the cost estimates used for the Rope Ferry Sidewalk Replacement, just for
conerete curbing removal and precast replacement is approximately $43/If for the 2,300
If or $99,000. A-total project cost is $150,000 to $200,000 and is beyond the scope of
work that thé Department can perform. Thus, design funds-will need to be programed to
prepare a bid plan and specification.
My current Capital Improvement Program has identified seeking funding for this area to
address the concrete curbing issues in the years FY23-24 and FY 24-25, Dueto the
condition of these curbs, | will aclvance the work one year with the plan reflecting funding
in FY¥22-23 and FY 23-24.
Until then, the Department will monitor the areas, remove any deteriorated concrete,
patch with asphalt any Nole and remove any rebar that is exposed.

TOWN OF WATERFORD
CAPITAL PROJECT REQUEST FORM
2022-2023 FISCAL YEAR REQUEST
DEPARTMENT/AGENCY 
CONTACT PERSON
Public Works 
Gary J. Schneider
PROJECT NAME 
DEPARTMENT PRIGRITY
Bridges/Culverts Under 20' 
4
DESCRIPTION AND JUSTIFICATION (describe the type, purpose & anticipated accomplishments of the project)
Fram the rains that were the result of the remains of Ida, two bridges over Hunt’s Brook wera impacted. The bridge over the broolt at Blaomingdale Read was
overtopped causing some erosion of bank near the abutments. Downstream of the above location, where brook flows under Old Norwich Town Road, the brook
overlopped the road. Inspection of the bridge (bridge #15004) found some scour that needs to be corrected, Also identified was a major safety issue, On the downstream
side, only a chain link fence is keeping vehicles from a 15 foot drap into the brook, on the upstream side, unsecured small concrete blocks were placed at the edge of the
read. Both don't meet any sort of acceptable safety structures for crossings.
Funds are being requested to design and repair the culvert due to scour and for proper guard rail installation at the Old Nonvich Road crossing.
PROJECT STATUS IF IN PROGRESS
Inspection reports from the State. No department resources expended to date on this project.
LIST OTHER PROJECTS WITHIN YOUR DEPARTMENT OR ANOTHER DEPARTMENT THAT WILL BE IMPACTED
BY THIS REQUEST
None
DESCRIBE THE IMPACT ON DEPARTMENT OPERATING BUDGET (include cost estimate if applicable)
No impact to the Departments budget
GRANT FUNDING/OTHER FUNDING, if applicable (detailed explanation of grant/other funding, including the amount,
source of funding, status, town match, if any. Attach award letter if available)
All projects will be reviewed to determine if they are eligible for State or Federal Bridge grants.
ATTACH PLAN ESTIMATE, SERVICE AREA MAP AND/OR OTHER SUPPORTING DOCUMENTATION {if none, simply
state that in the area below)
See attached expanded narrative, LEI inspection report dated Sept 3, 2021 and LEI proposal dated Oct 15, 2021
7 
COST/FUNDING SOURCE
APPROVED
FUNDING TO
FUNDING SOURCE 
DATE 
FY2023 
FY2024 
FY2025 
FY2026 
¥Y2027
1 
|Current Year Capital
2 |Utility Budget/Sewer Cap Maint Pund
3 
[Transfer to CNR
4 |Short/Long-term Bonds
LoCIP (detail in section 5 above)
CNR Undesignated Fund Balance 
150,000
ony 
ed
Federal/State Grants (detail in section 5)
Other Funding (detail in section 5 above)
TOTALS 
0 
150,006 
0 
0 
0 
0

MEMORANDUM: 
TOWN OF WATERFORD
DEPARTMENT OF PUBLIC WORKS
To: 
File
From: Gary J Schneider
Date: 
November 2, 2021
Re: 
CIP: Bridges/Culverts Under 20’
The Town has 13 bridges/culverts that the State of Connecticut field screened in
2018. They are not on the National Bridge Inventory as the span is 20 feet or
less, but they still carry traffic over our water courses. As with our larger bridges,
serious problems such as load restrictions and closures can be prevented by
programming renovation work.
The goal is to address the issues on the bridges/culverts before the need for
immediate repair or rehabilitation is urgent or in the worst case, the necessary to
closure the road until corrective action is taken.
When these structures are renovated, the Department will analyze not only the
structure, but items such as width of road at the crossing making them safe for
vehicles using the structure and adding protection to the water course that flows
through them. Such measures may include compliant guide rail system, bank
stabilization in the case of overtopping and alignment of the watercourse to the
road.
From the rains that were the result of the remains of Ida, two bridges over Hunt’s
Brook were impacted. The bridge over the brook at Bloomingdale Road was
overtopped causing some erosion of bank near the abutments. Downstream of
the above location is where brook flows under Old Norwich Town Road. Here
the brook overtopped the road but not at the brook crossing. Inspection of the
bridge (bridge #15004) found some scour that needs to be corrected. Also
identified was a major safety issue. On the downstream side, only a chain link
fence is keeping vehicles from a 15 foot drop into the brook, on the upstream
side, unsecured small concrete blocks were placed at the edge of the road. Both
don’t meet any sort of acceptable safety structures for crossings.
Funds are being requested to design and repair the culvert due to scour and for
proper guard rail installation at the Old Norwich Road crossing.
These projects would be consistent with Town of Waterford Hazard Mitigation
Plan December 2017 and MS4 General Permit.

The remaining bridge/culvert locations will be addressed in future years. Funding
would retain the services of a qualified bridge engineering firm to fully inspect the
structures and specify the required repairs with construction funding requested in
the following years.

2210 Main Street 
134B Conaniville Road 140 Willow Street 
= 
=—-«15 Midstate Drive
P.O, Box 1088 
P.0, Box 580 
Suite 8 
Suite 206
Glastonbury, CT 06033 
Storrs, €F 06288 
Winsted, CT 0088 
Auburn, MA 01501
Tel: 880 659-3100 
Tel: BBD 429-5400 
Tek 850 379-6669 
Tel: 508 721-7600
Fax; BBD 659-3103 
Fax: BAD 429-1367 = Fax: 660 738-1272 
Fax: 608 721-7610
www. lenard-eng.caro
Pe] 
Lenard Engineering, Ine. 
Civil, Environmental and Hydrogeological Consultants
\ 
femme 
|
September 3, 2021
Mr. Robert J. Brule, First Selectman
Town of Waterford
15 Rope Ferry Road
Waterford, CT 06385
Re: 
Emergency Inspection of the Old Norwich Road and the Bloomingdale Roud Bridges over Hunts
Brook, Waterford, CT
Dear Mr. Brule:
[As requested by the Town’s Department of Public Works, Lenard Engineering, Inc. (LEI} conducted
emergency inspections of the referenced structures today. 
Both bridges were closed following the
flooding event caused by tropical storm Ida this Wednesday, and the Department wanted verification from
us if the roads could be re-opened, and if yes, on what conditions.
The following is a summary of our observations, engineering opinion, and recommendations on the short-
ferm actions.
Old Norwich Road over the Hunts Brook
The stone arch culvert and stone wingwalls did not suffer any visible damage by the flood. Due to the
high flow and strong current in the brook, we could only inspect the stone structure from a distance, but
Ino irregularities (dislocation, settlement, loss of stone, etc.) were visible. It is likely the structure is
founded on rock.
The road surface and accessories (pavement, curbs, sidewalk, railing, fencing, etc.) appear intact, with no
obvious signs of cracking, settlement or movement at the time of inspection, We cannot completely mule
out, however, some erosion of earth material from behind the stone structure through the voids of the 
;
stones, due to the sudden increase and decrease of the water level. This soil erosion, if it occurred, may
Inot compromise the stone structure itself, but might cause some cracking and settlement of the road
pavement over time.
1|Paga
Aq Equal Opportunity
Employer

:
Lenard Engineering, Ine. 
Civil, Environmental and Hydrogeological Consultants
In our opinion the road be re-opened on the following conditions:
e 
DPW personnel inspect the structure and the roadway on the daily basis for the next two weeks for
any sign of settlement or cracking of the structure or roadway. Daily photographs should be taken
from the same viewpoints so that conditions on consecutive days can be compared.
« 
After the streamflow volume and velocity in the brook subside sufficiently, a more thorough
inspection of the culvert and the wingwalls should be conducted for potential scour damage at the
base.
Bloomingdale Road over Hunts Broole
The triple 36” RCP culvert has reinforced concrete headwalls and wingwalls, which showed no visible
damage due to flooding that overtopped the road. According to the record photographs shared with LEI
during the storm, and other evidence in the field, water velocities during the overtopping were lawer over
the structure, and the headwalls and wingwalls indicated no visible scour damage. More damage-occurred
to the road embankment next to the northeast corner of the structure, where the flow velocity was the
highest. The resulting embanlament erosion undermined the road curb even exposing the back wall of the
catch basin at that location. We did not see evidence of further erosion of the road embankment beyond
the line of the back of the catch basin, however we cannot completely excluded that possibility.
In our opinion the road be re-opened on the following conditions:
* 
Until the embankment is repaired, approximately 5 to 6 feet of the width of the roadway should be
closed for the traffic on the easterly (downstream) side. Closing 5 or 6 feet of the roadway width
would still allow for two | 1 feet wide traffic lanes over the structure,
° 
Adequate traffic control devices should be installed, as determined by Town of Waterford Police
department
¢ 
The embankment should be repaired by the following way:
> Place 3-3.5 feet size boulders along the line of the toe of the embankment for firm support
of the earth.
> Reconstruct the embankment by placing compacted processed aggregate or granular fill in
the scour hole and to the finished grade line. In areas where processed aggregate can not be
easily placed and / or compacted, use flowable fill.
2fPage

Lenard Engineering, Inc. 
Civil, Environmental and Hydrogealogical Consultants ,
y
Sawcut and remove sections of pavement and sidewalk where base has been eroded, and
place new bituminous roadway pavement and sidewalks on top of the newly compacted
gravel.
Cover the entire repair area with large riprap over a geotextile layer, and
Re-set the traffic rail posts in the reconstructed embankment,
vv
e 
Re-open the road to full width.
We trust that this information will be useful for the Town Department of Public Works in conducting the
necessary repairs. We will follow-up with Public Works on our recommendations for the long-term,
permanent repair actions later.
Please do not hesitate to contact for additional assistance, if needed.
Sincerely,
mes Li. Ericson, P.L. 
Paul Magyar, P.E.
Vice President 
Chief Structural 
ineer
Co: Dan Matheson, Public Works
Gary Schneicler, Public Works
K. Allen, Town of Waterford
3{Page

2210 Main Street 
1348 Conantville Road 
440 Willow Street 
15 Midstale Drive
P.0, Box 1088 
P.O. Box 580 
Suite 8 
Suite 206
Glastonbury, CT 06033 
Storrs, CT 06268 
Winsted, CT 06098 
Auburn, MA 01501
Tel: 860 659-3100 
Te: 860.429-5400 
= Tel: 60379-6669 
Tel: 508 721.7600
Fax: B60 659-3103 
Fax: 860 429-1367 
Fax: 860 738-1272 
Fax: 508 721-7810
www. lenard-eng.com
a AG 
Lenard Engineering. Tuc. 
Civil, Environmental and Hydrogeological Consultants
October 15, 2021
Mr. Gary Schneider
Director of Public Works
‘Town of Walerford
15 Rope Ferry Road
Waterford, CT 06385
RE: Proposal for Professional Services, Prepare Design Plans for Guard Rail
Tiaprovements at Old Norwich Road Bridge over Hunts Brook, Waterford, 
CT
Dear Mr. Schneider:
As requested, Lenard Engineering, Inc. (LED is pleased to submit this proposal for the
Towns review and acceptance.
C 
SCOPE OF SERVICES
1) Wetland Delineation - As the work will take place within the upland review area for
wetlands and watercourses, LET will retain a certified soil scientist to delinate the
linits of wetlands adjacent to ITunts Brook, within 75’ of Old Norwich Road, both
upstream and downstream,
2) Conduct Field Survey and Base Mapping - LE! will conduct up to one day of field
survey, to locate the roadway, existing railing and fencing components, marked
utilities, wetland flags and other physical items that could impact the design and
construction.
LEI will prepare a base map at an appropriate scale, utilizing NAD 83 elevation
datum.
3) Prepare Design Plans and Technical Specifications - LEI will prepare design plans for
replacement of the existing guard rails on the north side of the road with 
a DOT
traffic rated guard rail barrier system.
On the south side of the road, LEI will evaluate options to upgrade the existing
galvanized posts and chain link fencing with a DOT traffic rated system. If feasible,
LEI will design a replacement system for the south side of the road.
a, 
LE! will prepare a set of technical specifications which reference DOT Form 818
( ee 
standards.
An Equal Opportumty
Employer

Lena rd Engineering. In (", 
Civil, Environmental and Hydrogeological Consultants
4) Construction Cost Estimate ~ LEI will conduct quantity takeoffs and prepare a
construction cost estimate, using bid prices from recent projects, as well as DOT unit
prices.
5) Review Meeting and Final Revisions
LEI will attend one review meeting, either virtually or in-person, to review the plans,
specs and cost estimate, and solicit your comments and ideas. We will make one set
of revistons to all documents, and provide the Town with both PDF and paper copies
of the final plans, specifications and cost estimate, for your use in bidding and
constructing the project,
PROPOSED FEES
We propose to complete work as specified above for a lump sum fee of $ 10,500, broken
down as follows:
Task 1 — Wetland Delineation 
3 1,000
Task 2- Survey and Base Mapping 
$ 3,000
Task 3- Preliminary Design Plans, Specifications 
$ 4,500
Task 4- Cost Estimate 
$ 
500
Task 5- Review Meeting. Final Revisions 
$_ 1.500
TOTAL FEE 
$ $0,500
We hope the Town finds our proposal acceptable, and we look forward to continuing to
serve Waterford on this project. If you or others at the Town have any questions or
comments, fam at your service.
Respectfully submitted,
Lenard Engineering, Inc,
~
mes E. Ericson, PE
Vice President
ACCEPTED BY:
DATE:

TOWN OF WATERFORD
CAPITAL PROJECT REQUEST FORM
2022-2023 FISCAL YEAR REQUEST
DEPARTMENT/AGENCY 
CONTACT PERSON
Public Works 
Gary J. Schneider
PROJECT NAME 
DEPARTMENT PRIORITY
Sidewalk Replacement 
3
DESCRIPTION AND JUSTIFICATION (describe the type, purpose & anticipated accomplishments of the project)
This Capital project supports surface transportation projects which encompass roads, street accessories, sidewalks, and bridges. The
objective is to provide safe, attractive, and efficient public transportation ways and infrastructure systems that support them.
Although the entire length of Niantic River Road has sidewalks, this project starts at the intersection of Old Niantic River Road and
ends at the intersection of West Street. The project is to construct a concrete 60” wide sidewalk. It will require the purchase of land or
the granting of permanent easements from the abutting property owners. This would require the services of a civil engineering firm to
desien the project. Funding requested is for initial engineering services.
PROJECT STATUS IF IN PROGRESS
None
LIST OTHER PROJECTS WITHIN YOUR DEPARTMENT OR ANOTHER DEPARTMENT THAT WILL BE IMPACTED
BY THIS REQUEST
The concrete sidewalks should be replaced before the area roads are resurfaced to prevent damage to a newly resurfaced road.
>
f
DESCRIBE THE IMPACT ON DEPARTMENT OPERATING BUDGET (inctude cost estimate if applicable)
Minor impact. Current practice is just to make the condition safe,
GRANT FUNDING/OTHER FUNDING, if applicable (detailed explanation of grant/other funding, including the amount,
source of funding, status, town match, ifany. Attach award letter if available)
None
ATTACH PLAN ESTIMATE, SERVICE AREA MAP AND/OR OTHER SUPPORTING DOCUMENTATION (if none, simply
state that in the area below)
See attached expanded narrative.
COST/FUNDING SOURCE
APPROVED
FUNDING TO
FUNDING SOURCE 
DATE 
FY2023 
FY2024 
FY2025 
FY2026 
FY2027
Current Year Capital
Utility Budget/Sewer Cap Maint Fund
Transfer to CNR
Short/Long-term Bonds
LoCIP (detail in section 5 above)
CNR Undesignated Fund Balance 
35,000
NV] 
FOr] 
GaP 
Do pe
Federal/State Grants (detail in section 5)
Other Funding (detail in section 5 above)
FOTALS 
0 
35,000 
0 
0 
0 
0

£
ao,
MEMORANDUM: 
TOWN OF WATERFORD
DEPARTMENT OF PUBLIC WORKS
To: 
File
From: Gary J Schneider
Date: 
November 2, 2021
Re: 
CIP: Sidewalk Replacement
This Capital project supports surface transportation projects which encompass
roads, street accessories, sidewalks, and bridges. The objective is to provide
safe, attractive, and efficient public transportation ways and infrastructure
systems that support them.
With many sidewalks around the Town in need of repair and replacement, this
project will request funding for multiple years to repair sidewalks,
improve walkability, and increase pedestrian safety throughout our
community. The Town has an extensive network of sidewalks not only in
neighborhoods, but connecting neighborhoods with each other and other town
parks