HomeMy WebLinkAbout20220429_NOI_NE Wind Barnstable Part 3
Attachment C
Marine Survey Chart (Barnstable Waters)
2
1
Lease Area
OCS-A 0501
Lease Area
OCS-A 0534
Attachment C, Page 1 of 2
Marine Survey Chart, Barnstable Waters
G:\Projects2\MA\MA\5526\2022\Task_10\MXD\Barnstable_NOI\Att C_Marine_Survey_Chart_Barnstable_20220301_Pg1.mxd
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!!.20-0120
-
0
8
20-
0
3
20-0420-0610
09
08
07
06
05
13
17-27
17-2117-1817-28 18-14918-123
LEGEND
0 1,625 3,250
Fe e t
Bioge nic Structure s
Flat sand , Mud
Flat sand , Mud /bioge nic structure s
Flat sand , Mud /P e bble cobble
Flat sand , Mud /P e bble cobble w /
sponge
Flat sand , Mud /Sand w ave s
Flat sand , Mud /Sh e ll Aggre gate s
P e bble cobble
P e bble /Cobble w ith sponge
P e bble cobble /Sand w ave s
P e bble cobble /Flat sand , Mud
P e bble cobble w / sponge /Flat sand ,
Mud
Sand w ave s
Sand w ave s/P e bble cobble
Sand w ave s/Sh e ll aggre gate s
Sh e ll aggre gate s
Sh e ll aggre gate /P e bble cobble
Sh e ll aggre gate s/Flat sand , Mud
Basemap: Nautical Chart 13229, NOAA
NOTE: Depths shown on nautical charts are in feet.°
Service Layer Credits: Esri Ocean
Federal Waters Federal Waters
!!.Vibracore (2020)
!!.Vibracore (2017-2019)
!!?Be nth ic Grabs (2020)
!!?Be nth ic Grabs (2017-2019)
Vid e o Transe ct
State /Fe d e ral Bound ary
Ee lgrass - 2015 DEP Surve y
Hard Bottom /Coarse De posits (2018 Surve y)
Hard Bottom /Coarse De posits (2020 Surve y)
Bioge nic/Surface Organics & Mats (2018 Surve y)
Bioge nic/Surface Organics & Mats (2020 Surve y)
Com ple x Se afloor/Be d form s (2018 Surve y)
Com ple x Se afloor/Be d form s (2020 Surve y)
Offsh ore Ex port Cable Corrid or (OECC) – Ne w England Wind 1 Conne ctor/P ark City
Wind
P re lim inary Offsh ore Ex port Cable Alignm e nts
BOEM Le ase Are a
Massach use tts Oce an Manage m e nt P lanning Are a Bound ary
Fe d e ral Wate rs
INDEX MAP
DEIR ISSUE, MARCH 01, 2022
Auster 1998 Primary Habitat: Vid e o Transe ct Colors
Corre spond to Habitat Cate gorie s
BARN
S
T
A
B
L
E
MASH
P
E
E
BARN
S
T
A
B
L
E
MASH
P
E
E
New England Wind 1 Connector
1 inch = 3,250 fe e t
Scale 1:39,000
0 m
(0 ft)
-42 m
(138 ft)
-21 m
(69 ft)
Ch art d e pth s are in fe e t.
Video 17-18
Auste r 1998 P rim ary Habitat: Bioge nic structure s
Video 20-04
Auste r 1998 P rim ary Habitat: Flat sand , Mud /bioge nic structure s
Video 17-27
Auste r 1998 P rim ary Habitat: Flat sand , Mud
2
1
Lease Area
OCS-A 0534
Lease Area
OCS-A 0501
Attachment C, Page 2 of 2
Marine Survey Chart, Barnstable Waters
G:\Projects2\MA\MA\5526\2022\Task_10\MXD\Barnstable_NOI\Att C_Marine_Survey_Chart_Barnstable_20220301_Pg2.mxd
Ee lgrass Surve y (Fath om R e source s)!Craigville Public Beach
Landfall Site
19-0419-0319-0519-0119-021
8
-
1
5
3
18-152 18-11718-11918-118
18-120
18-121
18-150
01_chem
01_std
04_chem
04_std
20-011
7
-
1
7
LEGEND
0 1,000 2,000
Fe e t
Bioge nic Structure s
Flat sand , Mud
Flat sand , Mud /bioge nic structure s
Flat sand , Mud /Pe bble cobble
Flat sand , Mud /Pe bble cobble w /
sponge
Flat sand , Mud /Sand w ave s
Flat sand , Mud /Sh e ll Aggre gate s
Pe bble cobble
Pe bble /Cobble w ith sponge
Pe bble cobble /Sand w ave s
Pe bble cobble /Flat sand , Mud
Pe bble cobble w / sponge /Flat sand ,
Mud
Sand w ave s
Sand w ave s/Pe bble cobble
Sand w ave s/Sh e ll aggre gate s
Sh e ll aggre gate s
Sh e ll aggre gate /Pe bble cobble
Sh e ll aggre gate s/Flat sand , Mud
Basemap: Nautical Chart 13229/13237, NOAA
NOTE: Depths shown on nautical charts are in feet.°
Service Layer Credits: Esri Ocean
!!.Vibracore (2020)
!!.Vibracore (2017-2019)
!!?Be nth ic Grabs (2020)
!!?Be nth ic Grabs (2017-2019)
Vid e o Transe ct
State /Fe d e ral Bound ary
Ee lgrass - 2015 DEP Surve y
Hard Bottom /Coarse De posits (2018 Surve y)
Hard Bottom /Coarse De posits (2020 Surve y)
Bioge nic/Surface Organics & Mats (2018 Surve y)
Bioge nic/Surface Organics & Mats (2020 Surve y)
Com ple x Se afloor/Be d form s (2018 Surve y)
Com ple x Se afloor/Be d form s (2020 Surve y)
Offsh ore Ex port Cable Corrid or (OECC) – Ne w England Wind 1 Conne ctor/Park City
Wind
Pre lim inary Offsh ore Ex port Cable Alignm e nts
BOEM Le ase Are a
Massach use tts Oce an Manage m e nt Planning Are a Bound ary
Fe d e ral Wate rs
INDEX MAP
DEIR ISSUE, MARCH 30, 2022
Auster 1998 Primary Habitat: Vid e o Transe ct Colors
Corre spond to Habitat Cate gorie s
New England Wind 1 Connector
Eelgrass at Spindle Rock
Auste r 1998 Prim ary Habitat: Flat sand , Mud
Video 20-01
Auste r 1998 Prim ary Habitat: Flat sand , Mud /Sand w ave s
1 inch = 2,000 fe e t
Scale 1:24,000
0 m
(0 ft)
-42 m
(138 ft)
-21 m
(69 ft)
Ch art d e pth s are in fe e t.
Attachment D
Photographs of Craigville Public Beach Landfall Site
Attachment D
Representative Photographs of the Craigville Public Beach Landfall Site
New England Wind 1 Connector
View seaward from the Craigville Public Beach parking lot
Attachment D
Representative Photographs of the Craigville Public Beach Landfall Site
New England Wind 1 Connector
A view of the Craigville Public Beach parking lot northward showing egress onto Craigville Beach Road
Attachment E
Duct Bank Engineering Plans
BARNSTABLE
PROJECT LOCATION
LOCUS MAP
N.T.S.
INDEX OF SHEETS
COVER
GENERAL NOTES
KEY PLAN, LEGEND, AND CABLE LENGTH SUMMARY
PROPOSED DUCT BANK LAYOUT
FALMOUTH ROAD TRAFFIC MANAGEMENT PLAN PART 1 OF 4
FALMOUTH ROAD TRAFFIC MANAGEMENT PLAN PART 2 OF 4
FALMOUTH ROAD TRAFFIC MANAGEMENT PLAN PART 3 OF 4
FALMOUTH ROAD TRAFFIC MANAGEMENT PLAN PART 4 OF 4
TRAFFIC MANAGEMENT PLAN DETAILS SHEET 1 OF 2
TRAFFIC MANAGEMENT PLAN DETAILS SHEET 2 OF 2
DETAIL SHEET 1
DETAIL SHEET 2
DETAIL SHEET 3
DETAIL SHEET 4
DETAIL SHEET 5
DETAIL SHEET 6
NEW ENGLAND WIND 1 CONNECTORUPLAND 275kV & 345kV TRANSMISSIONCABLE DUCT BANK ROUTES
SHEET NO.TITLE
-0
COVER
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - cover2022.04.13 3:49:30 PMmillington, dylanby:B
C
D
E
F
-
1
2
3 THRU 13
14
15
16
17
18
19
20
21
22
23
24
25
GENERAL NOTES AND PLAN REFERENCES
SEDIMENTATION AND EROSION CONTROL NOTES
CONSTRUCTION NOTES
-1
GENERAL NOTES
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - cover2022.04.08 1:07:53 PMmillington, dylanby:B
C
D
E
F
SOUNDING = -
6
25
SOUNDING = -
6
5
10
15
20
30
35
25 355
10
15
20
25
30
SHEET 03SHEET 04SHEET 05SHEET 06SHEET 07SHEET 08SHEET 09SHEET 10SHEE
T 11
SHEET 12SHEET 13H-MHW55101520202025303535IYANNOUGH ROADSHOOTFLYING HILL ROAD
MID CAPE HIGH
W
A
Y
N/FCOMMONWEALTH OF MASSACHUSETTSMAP 234LOT 058B0047'40'0+001+
0
0SEE SHEET 11MATCH LINESHOOTFLYING HILL ROAD
47'40'1,000
SCALE: 1" = 1,000'
0 2,000 3,000 4,000
COVELL'S
BEACHCRA
IG
V
I
L
L
E
B
E
ACH
RO
AD
ZONE II AREA
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
LEGEND:
20
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - index2022.04.13 3:55:06 PMmillington, dylanby:B
C
D
E
F
S MAIN STREETS MAIN STREETMAIN
STREETOLD STAGE ROAD
ROUTE 28
ROUTE
2
8 OLD
S
TAG
E
ROADSHOOTFLYING HILL ROADSHOOTFLYING HILL ROAD NEW ENGLAND
WIND 1 CONNECTOR
SUBSTATION SITE
ROUTE 6
ZONE I AREA
ROUTE 6
RO
U
T
E
1
3
2
ZONE II AREA
ZONE I AREA
ZONE I AREA
ZONE II AREA
WEQUAQUET
LAKE
WEST BARNSTABLE
SUBSTATION
KEY PLAN, LEGEND, AND
CABLE LENGTH SUMMARY
NOTE:
1. DISTANCES ARE TAKEN FROM CENTER OF DUCT BANK VAULTS ALONG DUCTBANK ROUTE CENTER LINE
ALIGNMENT, WITH THE EXCEPTION OF BURIAL VAULTS A & B.
BURIAL VAULTS
(SEE INSET)
VAULT 1BVAULT 1A
VAULT 2A
VAULT 2B
VAULT 3A
VAULT 3B
VAULT 4A
VAULT 4B
VAULT 5A
VAULT 5B
VAULT 6A
VAULT 6B
VAULT 7A
VAULT 7B
VAULT 8A
VAULT 8B
VAULT 9A
VAULT 9B
VAULT 10A
VAULT 10B
VAULT 11A & 11B
VAULT 12A & 12B
BURIAL
VAULT B
BURIAL
VAULT A
BURIAL VAULTS
SCALE: 1" = 40'
OVERALL DUCTBANK PLAN
SCALE: 1" = 1,000'
SCALE: 1" = 150'
NEW ENGLAND WIND 1 CONNECTOR DUCT BANK VAULT STATIONS AND DISTANCES
VAULT BURIAL TO SUBSTATIONCIRCUIT A STATION BURIAL TO SUBSTATIONCIRCUIT B STATION CIRCUIT A DISTANCEFROM PREV VAULT CIRCUIT B DISTANCEFROM PREV VAULT
BURIAL 0+00 0+00 N/A N/A
VAULT 1 9+00 9+00 900'900'
VAULT 2 16+47 16+47 747'747'
VAULT 3 31+78 32+53 1,531'1,606'
VAULT 4 57+03 57+78 2,525'2,525'
VAULT 5 84+15 84+91 2,712'2,713'
VAULT 6 109+70 110+45 2,555'2,554'
VAULT 7 133+97 134+73 2,427'2,428'
VAULT 8 160+04 160+79 2,607'2,606'
VAULT 9 182+45 183+21 2,241'2,242'
VAULT 10 196+15 196+91 1,370'1,370'
VAULT 11 213+63 213+90 1,748'1,699'
TOTAL 21,363' 21,390'
VAULT 11A
VAULT 11B
VAULT 12A & 12B NEW ENGLAND WIND 1
CONNECTOR SUBSTATION
CRAIGVILLE
B
E
A
C
H
R
D
CRAIG
VILL
E
B
E
A
C
H
R
D
WWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W WWWWWWWG4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4
-G
4
-G
4
-G
4
-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G
2
-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-GGG4-G4-G4-G4-G4-G4-G4-G2-G2-G2-G2-G2-G2-GG
G
G
G
W
W
W SHORT BEACH RDSOUNDING = -64-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-GFLOOD ZONEAE
FLOOD ZONEAE
FLOOD ZONEAE
FLOOD ZONEX500
FLOOD ZONEX500
FLOOD ZONEX500
FLOOD ZONEX500
FLOOD ZONEAE
FLOOD ZONEVE
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW MATCH LINESEE SHEET 45
VAULT 1A & 1B
SPECIAL TRANSITION VAULTSFOR RIVER CROSSING CONDUITS
STA = 9+22
VAULT 2A & 2B
SPECIAL TRANSITION VAULTSFOR RIVER CROSSING CONDUITS
STA = 16+63
RIGHT OF WAY BOUNDARY
LIMIT OF ZONE AE
LIMIT OF ZONE AE
LIMIT OF ZONE AEPROPOSED LANDFALLTRANSITION VIA TWO
DIRECT BURIAL JOINT BAYS
ALTERNATIVES FOR CRAIGVILLEBEACH SUBSEA CABLE LANDING
TRANSITION ARE BEINGEVALUATED SEPARATELY FROM
THE DUCT BANK ROUTE
ALTERNATIVES FOR CROSSING THE
CENTERVILLE RIVER ARE BEINGEVALUATED SEPARATELY FROM THE
DUCT BANK ROUTE
APPROX. ASSUMED
OUTLINE OF 'COMMONLANDING' PLOT BASED ON
NON. 1922 PLANS
SEE CRAIGVILLE BEACH LANDINGHDD - 1 PLAN AND PROFILE
SEE CRAIGVILLE BEACH LANDING
HDD - 2 PLAN AND PROFILE
SEE CENTERVILLE RIVERCROSSING PLAN
B-101
B-102
B-103
B-104
B-105 (OW)
B-
1
0
6
0+0
0
1+00
2+00
3+00 4+00 5+00 6+00 7+00
8+00
9+00
10+00
11+00
12+00
13+00 14+00 15+00 16+00
17+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
CRAIGVILLE
B
E
A
C
H
R
D
CRAIG
VILL
E
B
E
A
C
H
R
D
WWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W WWWWWWWG4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4
-G
4
-G
4
-G
4
-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2
-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-GGG4-G4-G4-G4-G4-G4-G4-G2-G2-G2-G2-G2-G2-GG
G
G
G
W
W
W SHORT BEACH RDSOUNDING = -64-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-GFLOOD ZONEAE
FLOOD ZONEAE
FLOOD ZONEAE
FLOOD ZONEX500
FLOOD ZONEX500
FLOOD ZONEX500
FLOOD ZONEX500
FLOOD ZONEAE
FLOOD ZONEVE
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWO
HWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW MATCH LINESEE SHEET 45
VAULT 1A & 1BSPECIAL TRANSITION VAULTS
FOR RIVER CROSSING CONDUITSSTA = 9+22
VAULT 2A & 2BSPECIAL TRANSITION VAULTS
FOR RIVER CROSSING CONDUITSSTA = 16+63
RIGHT OF WAY BOUNDARY
LIMIT OF ZONE AE
LIMIT OF ZONE AE
LIMIT OF ZONE AEPROPOSED LANDFALL
TRANSITION VIA TWODIRECT BURIAL JOINT BAYS
ALTERNATIVES FOR CRAIGVILLE
BEACH SUBSEA CABLE LANDINGTRANSITION ARE BEING
EVALUATED SEPARATELY FROMTHE DUCT BANK ROUTE
ALTERNATIVES FOR CROSSING THECENTERVILLE RIVER ARE BEING
EVALUATED SEPARATELY FROM THEDUCT BANK ROUTE
APPROX. ASSUMEDOUTLINE OF 'COMMON
LANDING' PLOT BASED ONNON. 1922 PLANS
SEE CRAIGVILLE BEACH LANDING
HDD - 1 PLAN AND PROFILE
SEE CRAIGVILLE BEACH LANDINGHDD - 2 PLAN AND PROFILE
SEE CENTERVILLE RIVER
CROSSING PLAN
B-101
B-102
B-103
B-104
B-105 (OW)
B-
1
0
6
0+0
0
1+00
2+00
3+00 4+00 5+00 6+00 7+00
8+00
9+00
10+00
11+00
12+00
13+00 14+00 15+00 16+00
17+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
03
04
05
06
07
08
09
10
11
1213
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
LEGEND:
20
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585431\new england wind pcw duct bank only - 100 scale2022.04.08 12:40:04 PMmillington, dylanby:B
C
D
E
F
100
SCALE: 1" = 100'
0 200 300 400
100
SCALE: 1" = 100'
0 200 300 400 PROPOSED DUCT BANK LAYOUT
NOTE: ANY ABOVE AND BELOW GROUND UTILITY CONFLICTS TO BE
COORDINATED WITH THE RESPECTIVE UTILITY COMPANY DURING FINAL
DESIGN
S
M
A
I
N
S
T
R
E
E
T
S
M
A
I
N
S
T
R
E
E
T
MAIN STREE
T BACON LNCHURCH HILL RDMAIN STREE
T
WWWWWWWWWWWWWWWWW
W
WWWWWWWWWWWWWWWWWWWWWWW WWWW4-G4-G4-G4-G4-G
4-G
4-G
4-G
4-G
4-G4-G
4-G
4-G
4-G
4-G
4-G
4-G
4-G
4-G
4-G
2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G4-G4-G4-G4-G
4-
G
4
-G
4
-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G4-G2-
G
2-G
2-G
2-G2-G2-G2-G2-G2-G2-G2-G
2-G
2-G
2-G2-G2-G2-G2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-
G2-G2
-G2-G4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-GHORSESHOE LNFLOOD ZONEX500
FLOOD ZONEAE
FLOOD ZONEX500
FLOOD ZONEX500
FLOOD ZONEAE
FLOOD ZONEAE FLOOD ZONEX500 FLOOD ZONEX500
FLOOD ZONEAE
FLOOD ZONEAEOHWOHWOHWOHWOHWOHWOHW OHW
OHW
OHW
OHW
OHW
OHW
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW
OHWOHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW
OHW
OHW
OHW
OH
W
OH
W
OH
W
OHWSEE SHEET 3MATCH LINESEE SHEET 5MATCH LINE55 1015VAULT 2A & 2B
SPECIAL TRANSITION VAULTSFOR RIVER CROSSING CONDUITS
VAULT 3A
STA = 32+01
VAULT 3BSTA = 32+76
LIMIT OF ZONE AE
LIMIT OF ZONE AE
LIMIT OF ZONE X500
B-106 B-107
B-108
18+00 19+00
20+00
21+00
22+00
23+00
24+00 25+00 26+00 27+00
28+00
29+00
30+00
31+00
32+00 33+00 34+00
35+00
36+00
37+00
38+00
39+0
0
40+0
0
41+00
42+00 43+00 44+00
S
M
A
I
N
S
T
R
E
E
T
S
M
A
I
N
S
T
R
E
E
T
MAIN STREE
T BACON LNCHURCH HILL RDMAIN STREE
T
WWWWWWWWWWWWWWW
WW
W
WWWWWWWWWWWWWWWWWWWWWWW WWWW4-G4-G4-G4-G4-G
4-G
4-G
4-G
4-G
4-G4-G
4-G
4-G
4-G
4-G
4-G
4-G
4-G
4-G
4-G
2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G4-G4-G4-G4-G
4
-G
4-
G
4
-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G4-G2-G
2-G
2-G
2-G2-G2-G2-G2-G2-G2-G2-G
2-G
2-G
2-G2-G2-G2-G2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-G
2-
G2-G2
-G2-G4
-G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-G4-GHORSESHOE LNFLOOD ZONEX500
FLOOD ZONEAE
FLOOD ZONEX500
FLOOD ZONEX500
FLOOD ZONEAE
FLOOD ZONEAE FLOOD ZONEX500 FLOOD ZONEX500
FLOOD ZONEAE
FLOOD ZONEAEOHWOHWOHWOHWOHWOHWOHW OHW
OHW
OHW
OHW
OHW
OHW
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW
OHW
OHW
OH
W
OHW
OH
W
OH
W
OHWSEE SHEET 3MATCH LINESEE SHEET 5MATCH LINE55 1015VAULT 2A & 2BSPECIAL TRANSITION VAULTS
FOR RIVER CROSSING CONDUITS
VAULT 3ASTA = 32+01
VAULT 3B
STA = 32+76
LIMIT OF ZONE AE
LIMIT OF ZONE AE
LIMIT OF ZONE X500
B-106 B-107
B-108
18+00 19+00
20+00
21+00
22+00
23+00
24+00 25+00 26+00 27+00
28+00
29+00
30+00
31+00
32+00 33+00 34+00
35+00
36+00
37+00
38+00
39+0
0
40+0
0
41+00
42+00 43+00 44+00
03
04
05
06
07
08
09
10
11
1213
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
LEGEND:
20
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585431\new england wind pcw duct bank only - 100 scale2022.04.08 12:40:51 PMmillington, dylanby:B
C
D
E
F
100
SCALE: 1" = 100'
0 200 300 400
100
SCALE: 1" = 100'
0 200 300 400 PROPOSED DUCT BANK LAYOUT
NOTE: ANY ABOVE AND BELOW GROUND UTILITY CONFLICTS TO BE
COORDINATED WITH THE RESPECTIVE UTILITY COMPANY DURING FINAL
DESIGN
MAIN STR
E
E
TLINDEN
AVEHENRY PLP
A
R
K
A
V
E
MA
I
N
S
T
OLD STA
G
E
R
D
OLD STAGE RD
W
WWWWWWWWWWWWWWWWWWW
W
W WWWWWWWWWWWWW
W
W
W
W
W W
W
W
W
W
W W
W
WWWW2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G4-G4-G4-G4-G4-G4-G4-G4-G2
-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-GG2-
G
2-
G
2-
G
2
-G
2-
G
2-
G
2-
G
2-
G
2-
G
2-
G
2-G2-G2-G2-G2-G2-G4-G4-G4-G4-G
4-G
4-G
4-G
4-G
4-
G
4-G4-G4-
G
4-G4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4
-G
4
-G
4
-G2-G2-GPINE TREE DROHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
O
H
W
O
H
W
O
HW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWO
HW
O
HW
O
HW
O
HW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWMATCH LINESEE SHEET 4MATCH LINESEE SHEET 620
20
VAULT 4ASTA = 57+25
VAULT 4B
STA = 58+01
B-109
B-110
43+00 44+00 45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
54+0
0
55+0
0 56+00
57+00
58+00
59+00
60+00
61+00
62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
MAIN STR
E
E
TLINDEN
AVEHENRY PLP
A
R
K
A
V
E
MA
I
N
S
T
OLD STA
G
E
R
D
OLD STAGE RD
W
WWWWWWWWWWWWWWWWWWW
W
W WWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W W
W
WWWW2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G4-G4-G4-G4-G4-G4-G4-G4-G2
-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-G2-GG2-
G
2-
G
2-
G
2
-G
2-
G
2-
G
2-
G
2-
G
2-
G
2-
G
2-G2-G2-G2-G2-G2-G4-G4-G4-G4-G
4-G
4-G
4-G
4-G
4-
G
4-G4-G4-
G
4-G4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4-
G
4
-G
4-
G
4
-G2-G2-GPINE TREE DROHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
O
HW
O
HW
O
H
W OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWO
HW
O
HW
O
HW
O
HW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWMATCH LINESEE SHEET 4MATCH LINESEE SHEET 620
20
VAULT 4A
STA = 57+25
VAULT 4BSTA = 58+01
B-109
B-110
43+00 44+00 45+00 46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
54+0
0
55+0
0 56+00
57+00
58+00
59+00
60+00
61+00
62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
03
04
05
06
07
08
09
10
11
1213
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
LEGEND:
20
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585431\new england wind pcw duct bank only - 100 scale2022.04.08 12:42:26 PMmillington, dylanby:B
C
D
E
F
100
SCALE: 1" = 100'
0 200 300 400
100
SCALE: 1" = 100'
0 200 300 400 PROPOSED DUCT BANK LAYOUT
NOTE: ANY ABOVE AND BELOW GROUND UTILITY CONFLICTS TO BE
COORDINATED WITH THE RESPECTIVE UTILITY COMPANY DURING FINAL
DESIGN