city of chicopee, massachusetts city of springfield,

CONNECTICUT

MASSACHUSETTS

AGAWAMSUBSTATION

LUDLOWSUBSTATION

FAIRMONTSWITCHING

STATION

GROUP 3

GROUP 1

GROUP 2

CADWELLSWITCHING

STATION

ORCHARDSUBSTATION

VICINITY MAPN.T.S.Transmission Line Construction

45709

March 2011

Development & Management PlanLOCATION MAP

N.T.S.

PRELIMINARY - NOTFOR CONSTRUCTION

MASSACHUSETTS

CONNECTICUT

Volume II

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Western MassachusettsElectric

GREATER SPRINGFIELD RELIABILITY PROJECT

115/345-kV OVERHEAD TRANSMISSION LINES

City of Chicopee,City of Springfield,

EAST SPRINGFIELD JUNCTION TO LUDLOW SUBSTATION

Town of Ludlow, Massachusetts

GROUP 2

no. date descriptionby ckd

date

designed

detailed

checked

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Northeast Utilities Service Co.

K. KECK

B. JISA11/8/10

P. WILLIAMS

CROSS SECTION SHEETS

GSRP (MA) MAP CROSS SECTION INDEX MAP

DRAWING DESCRIPTIONREV

DRAWINGS(OVERHEAD)

XS-1302075-15002 SH. 2

DRAWING DESCRIPTIONREV

02075-15002 SH. 3

02075-15002 SH. 4

02075-15002 SH. 5

INDEX OF PLAN DRAWINGS

AGAWAM S/S

EAST SPRINGFIELD JCT. TO EXISTING STR. 4909102075-15002 SH. 1 GREATER SPRINGFIELD RELIABILITY PROJECT

DEVELOPMENT & MANAGEMENT PLAN

02075-15002 SH. 6

02075-15002 SH. 10

02075-15002 SH. 11

02075-60001

GREATER SPRINGFIELD RELIABILITY PROJECTDEVELOPMENT & MANAGEMENT PLAN





GREATER SPRINGFIELD RELIABILITY PROJECTENVIRONMENTAL DETAILS

GREATER SPRINGFIELD RELIABILITY PROJECTEROSION CONTROL DETAILS

GREATER SPRINGFIELD RELIABILITY PROJECTTYPICAL FOUNDATION DETAIL

CONNECTICUT

MASSACHUSETTS

NOTE:

THE SURVEY EXTENDED OVER A WIDTH OF 300 FEET. FACILITIES, SUCH ASROADWAYS, BUILDINGS OR FENCES LOCATED BEYOND THE 300 FEET CORRIDORARE NOT SHOWN ON THE DRAWINGS.


FAIRMONT S/SLUDLOW S/S

XS-14 EXISTING STR. 49091 TO EXIT 6 JCT.

XS-15 EXIT 6 JCT. TO SHAWINIGAN S/S

XS-16 SHAWINIGAN S/S TO ORCHARD JCT.

02075-15002 SH. 7 GREATER SPRINGFIELD RELIABILITY PROJECTDEVELOPMENT & MANAGEMENT PLAN



SHEET 1

SHEET 2

SHEET 3

SHEET 4

SHEET 5

SHEET 6

SHEET 7SHEET 8

SHEET 9

XS-17 ORCHARD JCT. TO LUDLOW S/S

XS-19 CADWELL S/S TO SHAWINIGAN S/S / EXIT 6 JCT.

XS-20 ORCHARD S/S TO ORCHARD JCT.

CADWELL S/S

CO

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ED

GE

OF

RIG

HT-

OF-

WA

Y

100' TYPICAL EXISTING RIGHT-OF-WAY

XS-13

EAST SPRINGFIELD JCT.TO

35'

EXISTING STR 49091

EXISTINGRIGHT-OF-WAY

100'

1.5 MILES

LOOKINGEAST

1254LINE

1723LINE

(1.5 MILES EAST OF EAST SPRINGFIELD JCT.)

50'CL

NOTES:REMOVE EXISTING STEEL POLE STRUCTURES.1.

RIVERDALE STREET

91

91

90

90

2.

ED

GE

OF

VE

GE

TATI

ON

RE

MO

VA

L

ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

L

ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

L

50'

100' EXISTING R/W

125' TYPICAL RIGHT-OF-WAY

20'

EX

ISTI

NG

RIG

HT-

OF-

WA

Y

ADDITIONAL25' R/WAS REQUIRED

40' 65'

LINE2 - 1272 ACSSCONDUCTORS

1601

CL

140'

ED

GE

OF

RIG

HT-

OF-

WA

Y

PRELIMINARY -SUBJECT TO CHANGE

115'

100'

EXISTING CROSS SECTION

APPROVED CROSS SECTION

EXISTING STRUCTURE HEIGHTS ARE TYPICAL.

PROPOSED STRUCTURE HEIGHTS WERE DETERMINED FROMTYPICAL EXPECTED SPANS. PROPOSED STRUCTURE HEIGHTSARE SUBJECT TO CHANGE WITH THE COMPLETION OF FINALDESIGN.

3.

1803LINE

3196LINE

2 - 1590 ACSSCONDUCTORS


MICROFILM DATESCALE

P.A. #

BY

DATE

CHKD

DATE

TITLE

DWG. N0.

APP

DATE

APP

DATE


ED

GE

OF

RIG

HT-

OF-

WA

Y


XS-14

35'

EXISTING STR 49091


150'

1.0 MILES

LOOKINGEAST

1254LINE

1723LINE

(1.5 MILES EAST OF EAST SPRINGFIELD JCT.)TO

EXIT 6 JCT.

75'CL

RIVERDALE STREET

91

91

90

90 NOTES:REMOVE EXISTING STEEL POLE STRUCTURES.1.

2.

ED

GE

OF

VE

GE

TATI

ON

RE

MO

VA

L

ED

GE

OF

RIG

HT-

OF-

WA

Y



90'



3.

100'

130'


35' 50' 65'


1601

NO ADDITIONAL RIGHT-OF-WAY REQUIRED

75'CL

ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

L

ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

L


1803LINE

3196LINE



MICROFILM DATESCALE

P.A. #

BY

DATE

CHKD

DATE

TITLE

DWG. N0.

APP

DATE

APP

DATE


ED

GE

OF

RIG

HT-

OF-

WA

Y


XS-15

35'

EXIT 6 JCT.


160'

0.3 MILES

LOOKINGEAST

1254LINETO

SHAWINIGAN S/S

80'CL

NOTES:345-kV CROSSES TO NORTH SIDE OF CORRIDOR.1.

RIVERDALE STREET

91

91

90

90

3.

REMOVE EXISTING STEEL POLE STRUCTURES.2.

ED

GE

OF

VE

GE

TATI

ON

RE

MO

VA

L

ED

GE

OF

RIG

HT-

OF-

WA

Y



80'



4.


65' 50' 45'


1601


130'

80'CL

100'

ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

L

ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

L


3196LINE


MICROFILM DATESCALE

P.A. #

BY

DATE

CHKD

DATE

TITLE

DWG. N0.

APP

DATE

APP

DATE


XS-3

91

391

S. AGAWAMSWITCHING

STATION

SILVERSUBSTATION

AGAWAMSUBSTATION

PIPERSUBSTATION

CHICOPEESUBSTATION

E. SPRINGFIELDJUNCTION

FAIRMONTSWITCHING

STATION

EXIT 6JUNCTION

ORCHARDJUNCTION

BARNESMUNICIPALAIRPORT

ORCHARDSUBSTATION

SHAWINIGANSWITCHING

STATION

CADWELLSWITCHING

STATIONE. SPRINGFIELD

SUBSTATION

LUDLOWSUBSTATION

XS-4XS-5

XS-6

XS-7

XS-8

XS-9

XS-10

XS-11

XS-12XS-13

XS-14XS-15 XS-16 XS-17

XS-18

XS-19

XS-20

GROUP 2

GROUP 1

GROUP 3

MICROFILM DATESCALE

P.A. #

BY

DATE

CHKD

DATE

TITLE

DWG. N0.

APP

DATE

APP

DATE


SEGMENT 10

SEGMENT 8

SEGMENT 7

SEGMENT 9

SEGMENT 11

SEGMENT 6

SEGMENT 4

SEGMENT 5

SEGMENT 3

SEGMENT 2

SEGMENT 1

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XS-20

ORCHARD JCT.TO

55'

ORCHARD S/S

55'

1426LINE

LOOKINGNORTH

0.7 MILES


160' MIN.

1552LINE

50'

160' TYPICAL RIGHT-OF-WAYNO ADDITIONAL RIGHT-OF-WAY REQUIRED

1426LINE

1 - 1272 ACSSCONDUCTOR

1552LINE


CL

RIVERDALE STREET

91

91

90

90

NOTES:RECONDUCTOR EXISTING WOOD H-STRUCTURES IN CORRIDOR.1.

2. DISTRIBUTION BEGINS AT ORCHARD S/S AND CONTINUES NORTH

DISTRIBUTION LINES MAY NEED TO BE RELOCATED TO THE EDGERIGHT-OF-WAY TO ENSURE CLEARANCE TO TRANSMISSION

ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

L

ED

GE

OF

RIG

HT-

OF-

WA

Y

ED

GE

OF

RIG

HT-

OF-

WA

Y

FOR 0.2 MILES.

ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

LRECONDUCTOR RECONDUCTOR

55'55'50'CL

3.



EXISTING CROSS SECTION APPROVED CROSS SECTION

65' 65' 65'65'

EXISTING DISTRIBUTION LOCATION IS TYPICAL AND MAY VARYALONG THE RIGHT-OF-WAY.

4.

5.

CONDUCTORS.

MICROFILM DATESCALE

P.A. #

BY

DATE

CHKD

DATE

TITLE

DWG. N0.

APP

DATE

APP

DATE


93'


25' 50'200' TYPICAL EXISTING RIGHT-OF-WAY

SHAWINIGAN S/S / EXIT 6 JCT.TO

XS-19

CADWELL S/S


200'

0.9 / 0.8 MILES

LOOKINGNORTH

1426LINE

1481LINE

1723LINE

BUNDLED

56'93'51'

125'

1426LINE


1481LINE



1803

115'115'


CL CL56'

91

91

90

90

NOTES:REMOVE EXISTING LATTICE STRUCTURES IN CORRIDOR1.

2.

ED

GE

OF

RIG

HT-

OF-

WA

Y

ED

GE

OF

RIG

HT-

OF-

WA

Y

ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

L

3.


ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

L

EXISTING CROSS SECTIONAPPROVED CROSS SECTION

75'

95'



51'

MICROFILM DATESCALE

P.A. #

BY

DATE

CHKD

DATE

TITLE

DWG. N0.

APP

DATE

APP

DATE


40'

ED

GE

OF

RIG

HT-

OF-

WA

Y

ED

GE

OF

RIG

HT-

OF-

WA

Y


XS-17

LUDLOW S/STO

1481LINE

40'

ORCHARD JCT.

1552LINE

65'

1845LINE

LOOKINGNORTH AND EAST

4.8 MILES

20' 20'


160'

65'


65'

20'20'

20.0' EASEMENT FOR20" GAS LINE

55'


1552LINE


1481LINE


130'


S/S 45003 FROM S/S FOR 0.3 MI45011 45016 0.9 MI WEST OF S/S FOR 0.6 MI

20.0' EASEMENT FOR20" GAS LINE45004 45010 0.3 MI WEST OF S/S FOR 0.6 MI45017 45029 1.5 MI WEST OF S/S FOR 1.2 MI


80'CL

80'CL

ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

L

ED

GE

OF

R.O

.W. /

VE

GE

TATI

ON

RE

MO

VA

L



55'

90'

1845LINE

3196LINE



RIVERDALE STREET

91

91

90

90

NOTES:1.

2. A 0.2 MILE SECTION, 1.7 MILES EAST OF ORCHARD JUNCTION HAS 210'OF EXISTING R/W. THE REMAINDER OF THE R/W IS 160' WIDE.

3. FINAL 0.6 MILES OF R/W CONTAINS DISTRIBUTION LINES. DISTRIBUTIONSTARTS BETWEEN EXISTING STRUCTURES AND MOVES TO THESOUTH SIDE OF R/W FOR FINAL 0.3 MILES. ADDITIONAL DISTRIBUTIONLINE CONTINUE ON THE NORTH SIDE OF R/W FOR FINAL 0.3 MILES.

4.



PROPOSED STRUCTURE HEIGHTS WERE DETERMINED FROM TYPICALEXPECTED SPANS. PROPOSED STRUCTURE HEIGHTS ARE SUBJECT TOCHANGE WITH THE COMPLETION OF FINAL DESIGN.

EXISTING DISTRIBUTION LOCATION IS TYPICAL AND MAY VARY ALONGTHE RIGHT-OF-WAY.

5.

6.

90'

SEE NOTE 7

30' 30'

REMOVE EXISTING WOOD H-STRUCTURE. EXISTING DOUBLE CIRCUITSTEEL POLE TO BE RECONDUCTORED.

APPROXIMATELY 40 EXISTING MONOPOLE STRUCTURES FROMSHAWINIGAN S/S TO LUDLOW S/S, WILL REQUIRE SIDE GUYS TO SUPPORT

7.

THE NEW CONDUCTOR.

MICROFILM DATESCALE

P.A. #

BY

DATE

CHKD

DATE

TITLE

DWG. N0.

APP

DATE

APP

DATE


60'

90'

ED

GE

OF

RIG

HT-

OF-

WA

Y


XS-16

SHAWINIGAN S/STO

1481LINE

40'

ORCHARD JCT.

1426LINE

60'

1845LINE

LOOKINGEAST

1.4 MILES


200'


90'

1426LINE



1481LINE


130'

CL

EXISTING STR. 45057TO LUDLOW S/S

CL

SHAWINIGAN S/S TOEXISTING STR. 45057

100'EXISTING STR. 45057TO LUDLOW S/S

100'CL

SHAWINIGAN S/S TOEXISTING STR. 45057

ED

GE

OF

VE

GE

TATI

ON

RE

MO

VA

L

50' 40'

ED

GE

OF

RIG

HT-

OF-

WA

Y

ED

GE

OF

RIG

HT-

OF-

WA

Y

CL



1845LINE

3196LINE



NOTES:REMOVE EXISTING WOOD H-STRUCTURE. EXISTING DOUBLE1.

RIVERDALE STREET

91

91

90

90

2.

CIRCUIT STEEL POLE TO BE RECONDUCTORED. PRELIMINARY -SUBJECT TO CHANGE



3.

ED

GE

OF

VE

GE

TATI

ON

RE

MO

VA

L

ED

GE

OF

RIG

HT-

OF-

WA

Y

SEE NOTE 4

90'

30' 30'

APPROXIMATELY 40 EXISTING MONOPOLE STRUCTURES FROMSHAWINIGAN S/S TO LUDLOW S/S, WILL REQUIRE SIDE GUYS TO

4.

SUPPORT THE NEW CONDUCTOR.

MICROFILM DATESCALE

P.A. #

BY

DATE

CHKD

DATE

TITLE

DWG. N0.

APP

DATE

APP

DATE


2

73

5174

68

5171

517851

76

5177

5185

5181

5180

5179

5182

5184

5183

5178

6002

6001

6003

6004

6008

600560

6010

6007

6006

5179

7002

7003

7004

7006

7007

7005

7008

7009

7011 7010

70127013

7014

7015

7016 7017 7018

7019

7020

6012

6014

6023

5171

.01

6006

.01

7002.01

7008.01

7012.01

7012.02

602

5181.01

5179.01

5181.03

5182.01

7019.01

MONT

GOMER

Y ST

REET MASSACHUSETTS TURNPIKE AUTHORITY

MASSAC

HU

SETTS TUR

NPIKE AU

THO

RITY

GR

ANBY

RO

AD

STANLEY DRIVE

MEM

OR

IAL DR

IVE

MASSACHUSETTS TURNPIKE AUTHORITY

SLATE ROAD

SLAT

E R

OAD

BEAUREGARD TERRACE

SH

ER

IDA

N S

TRE

ET

7032

200 200

200200

200 200

200

200

200

200200

200 200 200

200

200200

200

200

200

200

200

200

200

7

1

1

11

W3-63

W3-

60W

5-12

5

W3-

61

W3-60A

W3-64

1503

306

1504

1307

1505

1308

1506

1507 1310

L

1310

R

1901

1311

1902

1508

1309

2101

8

2101

7

2101

6

2101

549

103

2101

421

013

2101

2

23002100

L21

00R

2301

2101

23022102 2103

23042104

23052105

2306

210623072107

23082108

2303

49102 49101 49100 49099 4909849097

49096 49095 49094

B. JISA08/09/10

P. WILLIAMS

WESTERN MASSACHUSETTS ELECTRIC CO.


K. KECK

date

designed

detailed

checked

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N:\NUSCO\45709\CADD\NON-RECORDS-RETAINED\OH\D&M\GSRP (MA) D&M PLAN.DWG 3/10/2011 10:17 AM BJISA

ENVIRONMENTAL/EROSION CONTROL NOTES:SILT FENCE ON DOWNSLOPE ALONG CONSTRUCTION AREA& AROUND SPOIL PILE (IF APPLICABLE), SPOIL PILE INUPLANDS IF POSSIBLE.

(IF GRADING OR CREATING ACCESS ROADS) TERRACINGOR WATER BARS AND/OR SILT FENCE PERPENDICULAR TOSLOPE ON ACCESS ROAD AT BASE OF SLOPE.

SILT FENCE ON DOWNSLOPE OR ALONG BOTH SIDES OFACCESS ROAD IF SLOPING IN BOTH DIRECTIONS.

INCLUDES OR AND TEMPORARY FILL/MATDEPENDING ON TIME OF YEAR (WETNESS) (REQUIRESSTREAM/WETLAND RESTORATION).

INCLUDES AND POTENTIAL USE OF CULVERTS/FLUMEPIPE CROSSING DEPENDING ON TIME OF YEAR (WETNESS)(REQUIRES STREAM/WETLAND RESTORATION).

ENVIRONMENTALLY SENSITIVE AREA. SEE DETAILS

T&E SPECIES (SEE DETAILS)

VERNAL POOL (SEE DETAILS)

RESTRICTED ACCESS.

PERMANENT FILL REQUIRED (STONE OR WOOD SLABBASE).

INSTALL INLET PROTECTION (IF APPLICABLE).

1

1

2

3

34

45

6

7

8

9

6A

6BCHICOPEE

0 400'200'

SCALE IN FEET

EDGE OF DELINEATION

MA

TCH

LINE

SH

EE

T 2

EXPANDED R.O.W.

PROPOSEDCOMMERCIAL DEVELOPMENT

ELECTRICAL LINEDRAIN

DRAIN

SEWER LINE

WATER LINE

UNDERGROUND UTILITY LEGEND

WATER LINE

GAS LINE

FUEL LINE

DRAIN

ELECTRICAL LINE

SEWER LINE

CABLE LINE

FIBER OPTIC CABLE

TELECOMMUNICATIONS LINE

EAST SPRINGFIELDJUNCTION

STRUCTURE DATA SUMMARYDESCRIPTION HEIGHT FINISH FOUNDATION

2100L 115-kV Single Circuit Steel Pole Vertical Deadend (80-90deg) 135 GALVANIZED DRILLED SHAFT

2100R 345-kV Single Circuit Steel Pole Vertical Deadend (80-90deg) 135 GALVANIZED DRILLED SHAFT

2101 115-kV/345-kV Composite Double Circuit Steel Pole Vertical Angle, Strain (0-10deg) 145 GALVANIZED DRILLED SHAFT


2103 115-kV/345-kV Composite Double Circuit Steel Pole Vertical Tangent (0-2deg) 135 GALVANIZED DRILLED SHAFT






2300 115-kV Single Circuit Steel Pole Vertical Deadend (80-90deg) 115 GALVANIZED DRILLED SHAFT

2301 115-kV Single Circuit Steel Pole Vertical Angle, Strain (0-10deg) 110 GALVANIZED DRILLED SHAFT


2303 115-kV Single Circuit Steel Pole Vertical Tangent (0-2deg) 110 GALVANIZED DRILLED SHAFT






Line ListNumber

Owner Name (Now or Formerly)

5177 Montgomery Street

5178 Capstone Capital of Massachusetts, Inc.

5179 Mass Pike Entrance/Exit 5 - First Crossing (Ramp)

5179.01 By Memorial Drive, LLC (c/o Pamela Desantis)

5180 Boryczka, John F. & Linda A. - Trustees of Boryczka Realty

5181 Crown Atlantic Company, LLC

5182 OPCO Chicopee of Massachusetts, Inc.

5182.01 Mass Pike Entrance/Exit 5 - Second Crossing (Ramp)

5182.02 Massachusetts DOT

5183 Topor Realty, LLC

5184 Out Parcels Acquisitions Inc. c/o Horacek, Frank

5185 Burke Development Group, LLC

6001 Topor Realty, LLC

6002 Townhouse Court Limited Par c/o Harvest Properties

7002 Satya Enterprises, LLC

7002.01 Chicopee Crossing, LLC

7003 Chicopee Crossing, LLC

7004 Memorial Drive (Route 33)

7005 Chicopee Holding, LLC

7006 O Ice, LLC

7007 Columbus Avenue Realty, LLC

Line ListNumber


7008 Dzhenzherukha, Vitaly

7008.01 Days Inn Chicopee

7009 Sheridan Street

7010 Level 3 Communications, LLC

7011 Walczyk, Francis P.

7012 Cooney, Raymond E. & Lillian B.

7012.01 Rattell, Keith W.

7012.02 Bobala, Ronald T.

7013 Specht, Brian E.

7014 Toole, John & Alyson L.

7015 Slate, Kevin & Romaniw, Kristine - Life Estate reserved by Slate, Earl B. & Elizabeth A.

7016 Deni, James M., Jr. & Tammy J.

7017 Nawrocki, Beverly F.

7017.40 Nawrocki, Beverly F.

7018 Nawrocki, Beverly F. - Devisee of the Estate of Nawrocki, John T.

7018.40 Nawrocki, Beverly F. - Devisee of the Estate of Nawrocki, John T.

7019 Kislus, John C., John J., Daniel J., David A. & Mark E. - Davis, Robert as executor of the Davis, Jancy J. Estate

7019.01 Massachusetts Turnpike Authority

7020 Westover Metropolitan Development Corporation

7032 Massachusetts Turnpike Authority (Exit 6)

EXPANDED R.O.W.

SEE 345-kV & 115-kVOVERHEAD D&M PLAN

AGAWAM S/S TO FAIRMONT S/S

EDGE OF PROPOSED CLEARINGEDGE OF EXISTING CLEARINGNEW TRANSMISSION STRUCTURE

EXISTING POLE TO BE REMOVEDEXISTING POLE TO REMAINEXISTING TOWER TO BE REMOVEDEXISTING TOWER TO REMAIN

NEW STRUCTURE CENTERLINEEDGE OF R.O.W.

WETLAND AREA

WMECO PROPERTY LINE

STREAM FLOW DIRECTION

CULVERT CONSTRUCTION PAD

EXISTING ACCESS ROAD

PROPOSED PERM. ACCESS ROAD

STONE WALL

LEGEND

LINE LIST NUMBER

EXISTING CONTOURLINE (50' INTERVAL)

TOWN LINEPROPERTY LINE

TRAILPROPOSED TEMP. ACCESS ROAD(APPROXIMATE LOCATION)

FENCE

NEW DISTRIBUTION POLE

BUILDING OUTLINE

ALT. EXISTING ACCESS ROAD

ALT. PROPOSED TEMP. ACCESS ROAD(APPROXIMATE LOCATION)

(APPROXIMATE LOCATION)ALT. PROPOSED PERM. ACCESS ROAD(APPROXIMATE LOCATION)

MONUMENTED LINE

16006

50EXISTING POLE TO BE REMOVEDDISTRIBUTION POLE TO REMAIN

100' WETLAND BOUNDARY200' RIVER BOUNDARY

BMcD STR REF #

18

19

7020

7022

7021

7023

7024

7032

7026

7025

7027

7028

7029

7030

7031

7032

7033

7034

7019.01 7024.01

7032.01


MO

RTON LANE


FIRST AVENUE

BURNET

T ROAD

MASSAC

HU

SETTS

TUR

NPIKE AU

THO

RITY

7032

00 200200

200

200200

200

200

200

200

200

200

200

150

150

150

200

200

200

150

150

200

200

200

200

200200

200

200200

200200

200

200

2

2

4

4

4

2

4 4

1

6B

6B

W3-65B

W3-65

W3-652

2

23082108

2309

2109

2310

2110

2311

2111

2312

23132113

2114

2115

2116

2317

2117

2316

49094 49093 49092 49091 490902112 49089

49087

49086

49085

2315

490882314

B. JISA08/09/10

P. WILLIAMS



K. KECK

date

designed

detailed

checked

CO

PY

RIG

HT

©

BU

RN

S &

McD

ON

NE

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NG

INE

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CO

MP

AN

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NC

.20

11











RESTRICTED ACCESS.



1

1

2

3

34

45

6

7

8

9

6A

6B CHICOPEE

0 400'200'

SCALE IN FEET

EDGE OF DELINEATION

EDGE OF DELINEATION

EDGE OF DELINEATION

MA

TCH

LINE

SH

EE

T 1

MATC

H LIN

E

SHEET 3

VERNAL POOL

WATER LINE

FIBER OPTIC CABLES

BRIDGE


WATER LINE

GAS LINE

FUEL LINE

DRAIN

ELECTRICAL LINE

SEWER LINE

CABLE LINE

FIBER OPTIC CABLE





















SPHERICAL MARKER REQ.



VERNAL POOL



FAA LIGHTING REQ.

PROPOSEDTEMPORARY

CULVERT




WETLAND AREA

WMECO PROPERTY LINE





STONE WALL

LEGEND

LINE LIST NUMBER




FENCE


BUILDING OUTLINE




MONUMENTED LINE

16006


Line ListNumber





7021.40 Westover Metropolitan Development Corporation

7022 City of Chicopee

7023 Morton Lane

7023.01 City of Chicopee

7024 Roman Catholic Bishop of Springfield

7024.01 Machowski, Kasmir & Kathleen F.

7025 United States Postal Service

7026 Dow Jones Realty Corp.

7027 Dow Jones & Company Inc.

7028 Dielectrics Realty Trust, Stahl, Earl S. & Shirley M.

7029 Burnett Road

7030 Istar Bowling Centers

7031 Burnett Road, LLC


7032.01 Johnny Cake Hollow Road (Route 291)

7033 Hadley Inn Corporation


BMcD STR REF #

RESTRICTEDACCESS

7032

7033 7034

7035

7036

7040

7039

7037

7041

7042

7044

7043

7046

7046

8003

8004

8002

80018005

8010

7046

7047

9001

7046

9002

9003

9004

9005

9006

9008

9009

7044.0180

06.0

1

9004.01

9004.02

7032.01

7037

.01

7040.01 7040.03

7040.02

7046

.02

7046

.01

7045.01

7045

8001

.01

8004

.01

9010.01

7032

7047

9001.01

7032


SHAWINIGAN DRIVE

SHAWINIGAN DRIVE

EAST MAIN STREET

FULLER ROAD EXT.

7046

9010

200

200

200

200

200

250

200

200

250

250

200

200

200

200200 200

200

200

200

200200

150

150

150

150

150 150 150150

150

150

150

150

150

150

200

200

200

200

200 150

150

150

150

150

200

200

150

150

150

200200200

200

200

200

200

200

200

200

CITY OF CHICOPEECITY OF SPRINGFIELD

CHICOPEE RIVER

CHICOPEE RIVER

1

1

1

1

4

4

4

1

1

1

9

1

1

9

8

41

2

4

4

1

6B

W6-

134

W6-134B

W3-72

W3-69

W3-68

W3-73

W3-74

W3-71

W3-70A

W3-70

W3-72

W6-134A W3-67

2317

2117 2318

2118 2319

2119R

2320

2120

2121 27002701

21222322

2702

2323

2123

2124

2324

2703

2704

2705

3100

45064R45064L 2325

2125

2126

2128L2128R

45063L

2129

45062

2130

45061

2131L

2131R

45060L45060R

2132

4505

9

2133

4505

8

45057L

2134L

45057R

2135

4505645055

2321

3101

232645063R

49085

49084

2119L

49082

49081

21037

49080

2103

8

4907

949

078A

2103

9

49078

45064A

45065

45063

49076A

4907645062

4506149075A

4907

549

074A

4505

9

4907

4

4505

8

4907

3

45056

49071 49

210

45066

45056B490722134R

49083

4506

0

4505

7

B. JISA08/09/10

P. WILLIAMS



K. KECK

date

designed

detailed

checked

CO

PY

RIG

HT

©

BU

RN

S &

McD

ON

NE

LL E

NG

INE

ER

ING

CO

MP

AN

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NC

.20

11











RESTRICTED ACCESS.



1

1

2

3

34

45

6

7

8

9

6A

6B

WMECOPROPERTY

CHICOPEE

SHAWINIGANSWITCHINGSTATION

0 400'200'

SCALE IN FEET

EDGE OF DELINEATION

EDGE OF DELINEATION

EDGE OF DELINEATION

EDGE OF DELINEATION

MA

TCH

LINE

SH

EE

T 2

MATCH LINE

SHEET 4

MATCH LINE

SHEET 9

VERNAL POOL

PROPOSED TEMPORARYCULVERT

PROPOSEDTEMPORARYCULVERT

BRIDGE

GAS LINE

GAS LINE

FUEL LINE


WATER LINE

GAS LINE

FUEL LINE

DRAIN

ELECTRICAL LINE

SEWER LINE

CABLE LINE

FIBER OPTIC CABLE












2126 115-kV Single Circuit SP 3-Pole Deadend (10-20deg) 50 GALVANIZED DRILLED SHAFT

2127 115-kV Single Circuit SP 3-Pole Deadend (85-95deg) 50 GALVANIZED DRILLED SHAFT



















2325 115-kV Single Circuit Steel 3-Pole Deadend (85-95deg) 50 GALVANIZED DRILLED SHAFT







3100 115-kV Double Circuit Steel Pole Vertical Angle, Strain (0-10deg) 120 GALVANIZED DRILLED SHAFT




45059 115-kV Double Circuit Steel Pole Vertical Tangent (0-2deg) 120 GALVANIZED DRILLED SHAFT



45061 115-kV Double Circuit Steel Pole Vertical Tangent (0-2deg) 90 GALVANIZED DIRECT EMBED






Line ListNumber



7034 Chicopee Inn, Inc.

7035 Pride Convenience, Inc.

7036 Connecticut Valley Sanitary Waste Disposal Inc., Zielinski, Martin A., & Richard M.


7037.01 Massachusetts Turnpike Authority (Exit 6)







7041 Diver, Sean R. & Kathleen L.

7042 Diver, Sean R. & Kathleen L.

7043 Pinkos, John W., Jr. & Darlene V.

7044 Pinkos, John W., Jr. & Darlene V.

7044.01 Skiba, Mark & Sandra

7045 Shawinigan Drive

7045.01 Shawinigan Drive

7046 UWS Acquisition Inc., Zielinski, Richard M. & Martin A.

Line ListNumber


7046.01 Ernest C. Vanderpoel Et. Ux.

7046.02 Ernest C. Vanderpoel Et. Ux.

7047 UWS Acquisition Inc. c/o Mass Power

8001 Chicopee River

8001.01 Chicopee River

8002 Western Massachusetts Electric Company

8003 Pieciak, David P.

8004 East Main Street

8004.01 Worcester Street


9001.01 Chicopee River


9003 Zielinski, Richard M. & Martin A.

9004 Premier Education Group

9004.01 Shawinigan Drive


9005 Connecticut Valley Sanitary Waste Disposal Inc.

9006 Zielinski, Richard M. & Martin A.


9010.01 Massachusetts Turnpike Authority (Maintainence Plaza)

FAA LIGHTING REQ. EXIT 6JUNCTION




WETLAND AREA

WMECO PROPERTY LINE





STONE WALL

LEGEND

LINE LIST NUMBER




FENCE


BUILDING OUTLINE




MONUMENTED LINE

16006



BMcD STR REF #

BMcD STR REF #

9004

8

9009

9011

9007

9012 9013

9015

9016

11001

11002 11003

11004 11005

11007

11008

11012

100101000

7

1000910011

1001

3 10012

10024

10020

10019

1101

7

1101

9

10026

9004.02

1000

1

1000210005.01 10

005

10006

10004

10015

10015.01

10014

10008

10017

10017.01

10016

100211002210023

10018

10027

10028

10029 10031

1003210030

10033

10034

10040

10035

10038

10039

1003710036

10041

10042

10043

9010.01

9010

10003

9008.01

11002

SHAWINIGAN DRIVE

GR

IMES

STR

EET

CADY STREET

CADY STREET

MA

RIN

NA

WA

Y

WEST STR

EET

EMMA WAY

PROSPECT GARDENS

PROSPECT GARDENS MASSACHUSETTS TURNPIKE AUTHORITY

SHAWINIGAN DRIVE

RUSSELL STREET

WE

ST S

TRE

ET

WEST AVENUE

TAIT STREET

FRONT STREET

MAIN STREET

FAIRVIEW ST

MAIN STREET

FULLER ROAD EXT.

FOC

OSI

LAN

E

9010

200

200

250

250

250

250

250

250

250

200

200

200

200

150

150

150

150

250

250

250

250

250

250

200

200

20

TOW

N O

F LUD

LOW

CITY O

F CH

ICO

PEE

TOWN OF LUDLOW

CITY OF SPRINGFIELD

CHICOPEE RIVER

7

1

4

1

4

3

4

1

4

6A

W3-80

W3-79

W3-78

W3-77A

W3-77

W3-76

W3-75

4

2133

4505

8

45057L

2134L

45057R

2135

4505645055

21362137

21382139

2140

L21

40R

45050

45051R 17310

33232 33233

17309

33234

17308

17307

33235

33236

17306

3237

33238

1730517304 33239

17303

33240

2141

4504

9

2142L2142R

45048L45048R

2143 4504745046

214445045

2145 4

45054 45053

4505245051L

4907

4

4505

8

4907

3

45056

49071 49070

49069.549069

4906849067 49066

49065A

4906545051B

45051

4906

3

4504

8

4504

8B4906

2

4906149060

4905945044B

45044

45056B490722134R

4505

7

45054

45050

4906

4

B. JISA08/09/10

P. WILLIAMS



K. KECK

date

designed

detailed

checked

CO

PY

RIG

HT

©

BU

RN

S &

McD

ON

NE

LL E

NG

INE

ER

ING

CO

MP

AN

Y, I

NC

.20

11











RESTRICTED ACCESS.



1

1

2

3

34

45

6

7

8

9

6A

6B

WMECOPROPERTY

WMECOPROPERTY

WMECOPROPERTY

WMECO

PROPERTY

WMECOPROPERTY

CHICOPEE

LUDLOW

ORCHARDSUBSTATION

0 400'200'

SCALE IN FEET

MATC

H LIN

E

SHEET 3

MATCH LINE

SHEET 5

VERNAL POOL

EXISTINGCULVERT

EXISTINGCULVERT

ORCHARDJUNCTION

WATER LINE

WATER LINE

GAS LINES

NEW GUY (TYP)


WATER LINE

GAS LINE

FUEL LINE

DRAIN

ELECTRICAL LINE

SEWER LINE

CABLE LINE

FIBER OPTIC CABLE




















Line ListNumber



9008.01 UWS Acuisition Inc.

9009 Massachusetts Turnpike Authority

9010 Old Fuller Road Ext.

9011 GL Realty, LLC c/o Dejordy; Dugre Croteau & Company Pc.

9012 GL Realty, LLC c/o Dejordy; Dugre Croteau & Company Pc.

9013 Gay, Wallace L. & Joyce E.

9015 Gay, Wallace L.

9016 Salvador, Horacio & Albino

10001 Salvador, Horacio & Albino

10002 Goncalves, Avelino Joaquim Pereira & Ana Fernandes Trust

10003 Goncalves, Avelino Joaquim Pereira & Ana Fernandes Trust

10004 Perreault, Richard P.

10005 Barbaro, Joseph T. - Trustee of the Cooper Emma Realty Trust

10005.01 ALM Group, LLC

10006 Quiterio, Angelo V. & Dina M.

10007 DaSilva, Antonio G. & Anamaria

10008 Jurkowski, Daniel J. & Mary Ann




10012 Rodrigo, Manuel D.

Line ListNumber


10013 Keys, Paul R., Jr. & Nancy C.

10014 Saletnik, John B. & Dorothy C.

10015 Wojtowicz, Frank J. & Phyllis A.

10015.01 Wojtowicz, Frank J. & Phyllis A.

10016 West Street

10017 Town of Ludlow

10017.01 Western Massachusetts Electric Company


10019 Askew, Kenneth E. & Loyal R.

10020 James, Henrietta N

10021 Cassesse, Michael B. & Martha J.

10022 Esteves, Joao F. & Aida G., Gomes, Fernanda F.

10023 Kang, Kye S.

10024 Bergeron, Thomas J.

10025 Fairview Street

10026 Bickel, Denise G. M.

10026.01 Glenwood Street

10026.02 Wilson, Matt E.

10027 Massachusetts Turnpike Authority

10028 West Avenue

10029 Malinowski, Jennie A, & Michael E.

10030 Wikar, Charles M.

Line ListNumber


10031 Newbury, Diane M.

10032 Hackett, Paul M. & Jerrilynn J.

10033 Tait Street

10034 Motyka, Mitchell M.

10035 Witkiewicz, Christine M. & Lariviere, Carol J.

10036 Consolidated Edison Energy Massachusetts Inc.


10038 Kozazcka, Francis S. & Karen J.


10040 Allore, Leon P. & Margaret M.


10042 Chicopee River


11001 Baker, Raymond R. & Marilyn J.

11002 Cady Street

11003 Derleau, Paul M.


11005 Derleau, Paul M.

11007 Meyrick, John E. & Noreen M.





WETLAND AREA

WMECO PROPERTY LINE





STONE WALL

LEGEND

LINE LIST NUMBER




FENCE


BUILDING OUTLINE




MONUMENTED LINE

16006



BMcD STR REF #

1005

11006

11007

11008

11011

11012

11017

11019

11009

11010

11013

11014

11015

11016

11021

11021

11023 1102411025 11026

11027

1102111022

11028 11029 11030 11031 11032 11033

1103411038

11037

11039

11035

11043

11042 11044

11041

11040 11047

11045

11049

11050

11046

11048

11051

11052

11055

11054

11053

11057

11056

11058

10016

11036

11002C

ADY STR

EET

GRIMARD STREET

GAMACHE AVENUE

WEST STREET

HIL

LTO

P TE

RR

ACE

ROY STREET

FON

TAIN

STR

EET

BRU

NI A

VEN

UE

FOLVI CIRCLE

BRUNI AVENUE

GAMACHE DRIVE

ERIN LANE

WEST STREET

BARN

A STREET

LIBBY STREET STANLEY STREET

HO

LYO

KE

STR

EE

T

MOODY STREET

KEEFE STREET

MASSAC

HU

SETTS AVENU

E

ARTWOOD STREET

ANCHOR STREET

EW STREET

DEROCHE CIRCLE

SKYRIDGE STREET

DAISY LANE

FOCOSI LANE

ALL

250

250

200

200

200

200

200

200

200

20020

0

200

200

200

200200

200200

200

200

20020

0

200

200

200

250

250250

250

250

250

250

250 250

4

1

5

4

44 4

4

1

4

6B

6B

W3-83W3-85

W3-87

W3-87

W3-86

W3-84

W3-81

W3-80

W3-79

W3-82

2142L

2142R45048L

45048R

214345047

450462144

450452145

2146L2146R

45044R45044L 2147

450432148 45042 2149

45041

2150

450402151

45039

2153

45038B45038

45037

45036

45035B45035

21552156

45034

2152

2154

4504845048B

49062

4906149060

49059

4905845044B

49057

45044

49056.5 4905649055 49054 49053 49052.5 49052 49051 49050 49049 49048 49047

49046

49045 49044 49043

B. JISA08/09/10

P. WILLIAMS



K. KECK

date

designed

detailed

checked

CO

PY

RIG

HT

©

BU

RN

S &

McD

ON

NE

LL E

NG

INE

ER

ING

CO

MP

AN

Y, I

NC

.20

11











RESTRICTED ACCESS.



1

1

2

3

34

45

6

7

8

9

6A

6B

WMECOPROPERTY

WMECOPROPERTY

LUDLOW

0 400'200'

SCALE IN FEET

EXISTING GUYINGEASEMENT


EDGE OF DELINEATION

EDGE OF DELINEATION EDGE OF DELINEATIONEDGE OF DELINEATION

MAT

CH L

INE

SHEE

T 4

MA

TCH

LINE

SH

EE

T 6

VERNAL POOL

PROPOSEDTEMPORARYCULVERT

NEW GUY (TYP)


WATER LINE

GAS LINE

FUEL LINE

DRAIN

ELECTRICAL LINE

SEWER LINE

CABLE LINE

FIBER OPTIC CABLE



















Line ListNumber


11002 Cady Street

11006 Partyka, Joesph F., Jr. & Emily L.



11009 West Street

11010 Nevue, Ron


11012 Minnie Family Trust

11013 Decaro, Dominic, Graf, & Donna L.



11016 Polansky, Annette

11017 Polansky, Annette

11018.01 Serge J. Leclerc

11018.02 Misha Development, LLC

11018.03 Daisy Lane

11018.04 Serge J. Leclerc

11018.05 Freitas, Ireneu M.


11018.07 (To be deeded to the town of Ludlow for stormwater )

11018.08 (Lot 18A)

11018.09 Focosi Lane



Line ListNumber


11018.12 Focosi Lane


11018.14 Pires, Maria H. & Genovevo Drive

11018.15 (To be deeded to the town of Ludlow for stormwater )


11019 Celentano, Emerindo & Desosier, Michelle M.

11020 Focosi, Victor

11021 Imperial Real Estate & Construction Co. Inc.

11022 Manganaro, Mark

11023 Goulet, Jospeh T. & Susan M.

11024 Wainwright, James R. & Patricia

11025 Bycenski, Robert J. & Josephine R.

11026 Chapman, Kyle L. & Diane

11027 Suprenant, Eugene A. & Rose

11028 Reynolds, Jack T. & Janet L.

11029 Kawie, Peter S. & Cynthia A.

11030 Torretti, Dominic & Deborah

11031 Roberts, Richard A.

11032 Adruino, Frank & Holly

11033 Adruino, Frank & Holly

11034 Foley, John J., Jr.

11035 Arduino, Frank & Holly

11036 Moorhouse, David A. & Angela M.

Line ListNumber


11037 Gravelin, Jonathan C. & Lori A.

11038 Curtis, James H.

11039 Libby Street

11040 Winslow, Patrick M. & Cox, Stephanie A.

11041 Myakushko, Sergey & Olga

11042 Roger, Lisa L.

11043 Keith Circle (First Crossing)

11043.01 Keith Circle (Second Crossing)

11044 Poulin, Jamie A.



11047 O'Brien, Stephen M., Jr. & Julie L.

11048 Stanley Street

11049 Watts, Judith H.

11050 Kobus, Jozef & Maria

11051 Watts, Judith H.

11052 Daniele, Paul R. & Cantalini, Christopher J.



11055 Holyoke Street


11057 Kennedy, Paul & Bonnie L.

11058 Kibbe, Donald H. & Agnes E.

FAA LIGHTING &SPHERICALMARKER REQ.

VERNAL POOL




WETLAND AREA

WMECO PROPERTY LINE





STONE WALL

LEGEND

LINE LIST NUMBER




FENCE


BUILDING OUTLINE




MONUMENTED LINE

16006



BMcD STR REF #

FAA LIGHTING &SPHERICAL

MARKER REQ.

1105

7

1105

6

1105

8

11059

11061

11064

11062

11063

11060

11065

11066

1106

7

11068

11060

11071 11072

11073

11074

1107411075

11077

11079

11058.01

11060.01

11073.01

11069.01

11069

11070.01

1107011060.01

11075

HOLYOK

KEEF

E ST

REE

T

CONNIE AVENUE

WES

T ST

REET

SCOTT

STR

EET

TANK FARM ROAD

ATWATER DRIVEFARRELL DRIVE

FULLER STREET

FULL

ER S

TREE

T

CARDINAL CIRCLE

350

250

250250

250

250

250

250

250

250

250

250

250

250

250

250

250

250

250

250

250

250

250

250

250

350

350

350

350

350

350

300300

300

300300

300

300300 300

300

300

4

1

4

4

4 4

4

1

1

52

5

6B

W3-96

W3-97

W3-95

W3-93W3-92

W3-91

W3-90

W3-

89

W3-

88

W3-

87

W3-

87

W3-86

B 035

55

2156

4503

4

2157

4503

3

2158 45

032

2159L

45031L2159R

45031R

2160

45030

2161

45029

2162

45028 45027

2163

45026

216445025

2165

45024

2166

45023

2167

45022

045

4904

4

4904

3

4904

2

4904

1

4904

0

4503

1

4503

1B

4903

949038

49037

49036

4903549034 49033 49032 49031 49030 49029

49028

49027

49026

B. JISA08/09/10

P. WILLIAMS



K. KECK

date

designed

detailed

checked

CO

PY

RIG

HT

©

BU

RN

S &

McD

ON

NE

LL E

NG

INE

ER

ING

CO

MP

AN

Y, I

NC

.20

11











RESTRICTED ACCESS.



1

1

2

3

34

45

6

7

8

9

6A

6B

WMECOPROPERTY

WMECOPROPERTY

WMECOPROPERTY

WMECOPROPERTY

WMECOPROPERTY

LUDLOW

0 400'200'

SCALE IN FEET

EDGE OF DELINEATION EDGE OF DELINEATION

MATCH LINE

SHEET 5

MA

TCH

LINE

SH

EE

T 7

EXISTINGCULVERT

WATER LINEWATER LINE

FUEL LINE

NEW GUY (TYP)


WATER LINE

GAS LINE

FUEL LINE

DRAIN

ELECTRICAL LINE

SEWER LINE

CABLE LINE

FIBER OPTIC CABLE


EXISTING CULVERT


















Line ListNumber


11057 Kennedy, Paul & Bonnie L.

11058 Kibbe, Donald H. & Agnes E.

11058.01 Psilos, Manos & Helen

11059 Psilos, Manos & Helen

11060 Commonwealth of Massachusetts (Aqueduct)

11060.01 Buckeye Pipe Line Company

11061 Beauchemin, James M. & Sandra

11062 Saloio, Ronald G. & Lisa A.

11063 Buckeye Pipe Line Company

11064 Tank Farm Road

11065 Podolski, David G. & Lynn

11066 Podolski, Helen - Life Estate

11067 Orluk, David F. & Cheryl A.

11068 Mass Municipal Wholesale Electric Co.




11070 Fuel Line Easement

11070.01 Commonwealth of Massachusetts (Aqueduct)

11071 Hernandez, Sharlene C. - Trust


11073 Vaz, Joao Fernandes & Dos

11073.01 Atwater Investors, Inc.

11074 Atwater Investors, Inc.

11075 Haluch, Thomas

11077 Davis, John H. & Kelly J.

11079 Misty Meadows, LTD

FAA LIGHTING &SPHERICAL MARKER REQ.

FAA LIGHTING REQ. FAA LIGHTING REQ.




WETLAND AREA

WMECO PROPERTY LINE





STONE WALL

LEGEND

LINE LIST NUMBER




FENCE


BUILDING OUTLINE




MONUMENTED LINE

16006


AQUEDUCT

AQUEDUCT


BMcD STR REF #

75

11079 11078

11076

11081

11082 11083

11084

11085

11086

11088

1108

9

1109

0

11091

11092

11087

11094

11095

11097

11096

11098 11099 11100

1110111102

11106

11103 11104 11105

11107

11080

11080.01

11081.01

11083.0111086.01

11087.01

11092.01

11093

11096.01

11105.01

DRIVE

FULLER STREET

FULL

ER S

TREE

T

CHURCH STREET

RO

OD

STR

EE

T

ROO

D STREET

CHURCH STREET

MUNSING STREET

MUNSING STREET

CHURCH STREET

BR

IAR

WO

OD

LA

NE

OLD

CO

AC

H C

IRC

LE

FOX

HIL

L R

OAD CHURCH STREET

BR

OO

K H

OLL

OW

DR

IVE

250

250

250

250

250

250

250

250

250250

250

250

250

250250 250

250

250

250

250

250

250

250

250250

250

250250

250

250

250

250

1

4244

1

1

14

4

4

6B

6B

6B

6B

6B

W3-102D

W3-102AW3-102B

W3-102C W3-103

W3-105W3-104

W3-102

W3-101

W3-100W3-99

W3-98

W3-96

W3-97

2167 2168

45021

2169

45020 45018 4501745016

217445015 2175

450142176

45013 45012 450112178

450145019

2170 2171 2172217349027

49026 49025 49024

49023 49022

45018B45018

49021 49020

45017

49019 4901849017

45015

49016 49015

4901449013 49012 49011

45015B

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RESTRICTED ACCESS.



1

1

2

3

34

45

6

7

8

9

6A

6B

LUDLOW

0 400'200'

SCALE IN FEET



EDGE OF DELINEATION

EDGE OF DELINEATION EDGE OF DELINEATION

EDGE OF DELINEATION

EDGE OF DELINEATION

EDGE OF DELINEATION

EDGE OF DELINEATION

MA

TCH

LINE

SH

EE

T 6

MATC

H LIN

E

SHEET 8

VERNAL POOL

VERNAL POOL VERNAL POOL

VERNAL POOL

VERNAL POOL

FUEL LINE

NEW GUY (TYP)


WATER LINE

GAS LINE

FUEL LINE

DRAIN

ELECTRICAL LINE

SEWER LINE

CABLE LINE

FIBER OPTIC CABLE


GAS MARKER (TYP)














Line ListNumber


11076 Falconer, Rose C.

11078 Haluch, Deborah L.

11079 Misty Meadows, LTD

11080 Fuller Street

11080.01 Cotti, Maureen & Richard

11081 Brennan, Leonard J. & Leaphy C.

11081.01 Barth, Marian T. & Ralph C.

11082 Rood Road

11083 Fernandes, Pedro D. & Rodamilans, Luciana L.

11083.01 Commonwealth of Massachusetts (Aqueduct)

11084 Brown, Harold & Esther E.

11085 Commonwealth of Massachusetts (Aqueduct)

11086 Brown, Harold & Esther E.

11086.01 Town Hall

11087 Munsing Street

11087.01 Slonka, Stanley

11088 Goncalves, Antonio & Rosa

11089 Kielbasa, Peter J. & Maryann J.

11090 Alves, Lavalier B., Dynak, & Alves

11091 Dorval, Karen A.

Line ListNumber


11092 Tierney, Phillip A. & Boduch, Angela

11092.01 Tierney, Phillip A. & Boduch, Angela

11093 Tierney, Phillip A.

11094 Crowe, Robert J. & Wheat, Nancy J.

11095 Ferreira, Antonio & Maria

11096 Palazzasi, Antonio L. & Virginia R.

11096.01 Goncalves, Bertilia

11097 Dorval, Karen A.

11098 Gomes, Lusi A. & Maria Elvira

11099 Vaughn, Gloria Jean

11100 Martins, Joanne M. & John M.

11101 Martins, Joanne M. & John M.

11102 Roxo, Catherine A.

11103 Rourke, Steven & Denise

11104 Rourke, Steven & Denise

11105 Lariviere, Pauline M. & Alfred A., Jr.

11105.01 Boutin, Jaques R.

11105.02 Town of Ludlow

11106 Chenier, Laurenec L. - Trustee of the Revocable Indenture Trust





WETLAND AREA

WMECO PROPERTY LINE





STONE WALL

LEGEND

LINE LIST NUMBER




FENCE


BUILDING OUTLINE




MONUMENTED LINE

16006



BMcD STR REF #

FUEL LINE

1110711108

11113

11109

11111

1111011114

11112

11116

11115

11117 11118

11119 11120

11123

11124

1112211121

11125

11126

11128

11127

11130

11131

11133

11132

11126.01

11129.01

1

11129

CHURCH STREET

CENTER STREET

BOO

TH S

TREE

T

CENTER STREET

BOO

TH S

TREE

T

ROBIN DRIVE

LYONS STREET

LYON

S STREET

CENTER STREET

CENTER STREET

300

300

300

300300

300 300

300

300

300

300

1

4

1

4

44

1

41

6B

6B

6A

W3-106A

W3-115

W3-111

W3-111

W3-110

W3-109W3-107

W3-108W3-1063-105

450112178

450102179

450092181

450082183

45007 45006 4500545004B45004

218545003

2186R

2186L

450022187

4500

1

45001B

2188

2190 2191

49012 49011 49010 49009 4900849007

4900649005

49004

49003

44001

23209A

49002

49001

17370

17371 173722184

17373

B. JISA08/09/10

P. WILLIAMS



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1

1

2

3

34

45

6

7

8

9

6A

6B

WMECOPROPERTY

WMECOPROPERTY

WMECOPROPERTY

WMECOPROPERTYWMECO

PROPERTY

WMECOPROPERTY

LUDLOW

LUDLOWSUBSTATION

WMECOPROPERTY

0 400'200'

SCALE IN FEET

T&E SPECIESWOOD TURTLE MONITORING AREA

EDGE OF DELINEATION

EDGE OF DELINEATION

EDGE OF DELINEATION

MA

TCH

LIN

ESH

EET

7

VERNAL POOL

NEW GUY (TYP)


WATER LINE

GAS LINE

FUEL LINE

DRAIN

ELECTRICAL LINE

SEWER LINE

CABLE LINE

FIBER OPTIC CABLE


PROPOSEDUNDERGOUNDCONDUIT

SEE LUDLOW D&M PLAN







2185 115-kV/345-kV Composite Double Circuit Steel Pole Vertical Strain (0-10deg) 140 GALVANIZED DRILLED SHAFT


2186R 115-kV Single Circuit Steel 3-Pole Deadend (85-95deg) 70 GALVANIZED DRILLED SHAFT





Line ListNumber


11105.02 Town of Ludlow


11108 Bukowski Construction, LLC

11109 Pereira, Manuel F. & Maria C.

11110 Woodard, Clark S.

11111 Vautrain, Alan & Maureen E.

11112 Booth Street

11113 Lucas, Jose F. & Joanne B.

11114 Goncalves, Manuel R. & Maria

11115 Windoloski, John

11116 Harris, Carolyn

11117 Braz, Orlando Z. & Helen M.

11118 Sady, Henry Jr. & Jeanne M.

11119 Davis, William P. & Dorothy A. - Trustees of the Davis Funding Trust

11120 Majka, Edward F. & Dorthy L.

Line ListNumber




11123 Lyons Street

11124 Mallalieu, Donald C. & Darlene A.

11125 Rae, Anthony G.

11126 Douville, Dorothy E. & Romeo L. - Life Estate

11126.01 Machado, Charles - Trustee Charles Machado Family Trust


11128 Vital, Mark P. & Faria, Cidalia J.










WETLAND AREA

WMECO PROPERTY LINE





STONE WALL

LEGEND

LINE LIST NUMBER




FENCE


BUILDING OUTLINE




MONUMENTED LINE

16006



BMcD STR REF #

8005 8010

8006

8012

8007

8008

8009

8013

8016

8015

8017

8018

8013

8020

8021

8019

80228023

8024

8024

8006.01

8004.01

8017.01

8014

EAST

MAI

N ST

REET

WORCESTER STREET

CADWELL DRIVE

CADWELL DRIVE

CADWELL DRIVE

RONALD DRIVE CURVE STREET

WATLING STREET

PAGE BOULEVARD

ROSE

ST

ROUTE 291

ROUTE 291

PAGE BOULEVARD

RATHBURN STREET

EAST STREET

ROO

SEVE

LT A

VENU

E

KING STREET

SANTA MARIA STREET

STAN

LEY

STRE

ET

NTA

CIRC

LE

KENW

AY D

RIVE

JEAN DRIVE

WO

RC

ESTE

R S

TREE

T

GROCHMAL AVENUE

BIR

CH

AM S

TREE

T

2nd STREET

200

200

200

200200

200200200200

200

200200

200

200

200

200

150

150

150

150150

200200200

200200

CITY OF SPRINGFIELD

CITY OF CHICOPEE

CHICOPEE RIVER

23

9

39

1

1W6-133

2705 2706

3102

2707

3103

27083104

3105R3105L

3101 2709

21040

45066 45067

21041 21042

45068

21043

45069

21044

45070

2104545071

2104645072 45073

2104721048

450741-1556

1-1645

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1

1

2

3

34

45

6

7

8

9

6A

6B

WMECOPROPERTY

WMECOPROPERTYWMECO

PROPERTY

SPRINGFIELD

EAST SPRINGFIELDSUBSTATION

CADWELLSWITCHING

STATION

0 400'200'

SCALE IN FEET

MA

TCH

LIN

ES

HE

ET

3

FUEL LINEELECTRICAL LINE

DRAIN

DRAIN

FUEL LINE


WATER LINE

GAS LINE

FUEL LINE

DRAIN

ELECTRICAL LINE

SEWER LINE

CABLE LINE

FIBER OPTIC CABLE














Line ListNumber


8005 Tarka, Joseph J.


8006.01 City of Springfield

8007 Quinnehtuk Company Property Tax Unit

8008 Cantalini, Paul J. & Maria E.

8009 Cantalini, Paul J. & Maria E.

8010 Tarka, Joseph J. & Mary F.

8012 Springfield Self Storage, LLC

8013 Cadwell Drive (First Crossing)

8014 Nelso Realty Company

8015 Nelso Realty Company

8016 Olsen, Wallace S., Jr. - Trustee c/o Neslo Realty

8017 East Coast Springfield Development, LLC

8017.01 Cadwell Drive (Second Crossing)

Line ListNumber


8018 East Coast Springfield Development, LLC

8019 Bassette Realty, LLC


8021 Bassette Realty, LLC


8023 Palmer Paving Corporation

8024 Route 291


8026 Richardi, Richard

8027 Morris, Mary H. c/o Dubois

8028 City of Springfield

8029 Page Boulevard (Route 20 & 20A)

8030 Roosevelt Avenue


FUEL LINEFUEL LINE




WETLAND AREA

WMECO PROPERTY LINE





STONE WALL

LEGEND

LINE LIST NUMBER




FENCE


BUILDING OUTLINE




MONUMENTED LINE

16006


PROPOSEDUNDERGROUNDCONDUIT


BMcD STR REF #

1-1556 115-kV Single Circuit Steel Pole Vertical Deadend (0-10deg) 90 GALVANIZED DRILLED SHAFT

1-1645 115-kV Single Circuit Steel Pole Vertical Deadend (0-10deg) 90 GALVANIZED DRILLED SHAFT

FUEL LINE

FILTER BAG

MINEXISTING GROUND

FILTER CLOTH

8" MIN

50'

COARSE AGGREGATE

15'

MIN

MIN

ED

GE

OF

PA

VE

ME

NT

50'

PUMP DISCHARGE

HOSE CLAMP

WOODEN STAKE

STAKED STRAW BALES

STAKED STRAW BALES

FILTER BAGHOSE CLAMP

WOODEN STAKES

PUMP DISCHARGE

FILTER FABRIC

SLOPE 2%

SLOPE

RESTORED GRADE

STABILIZE 18" TO 24"

2" MIN

FLOW

FLOW

COMPACTED FILL

NOTES:

1. INSTALL ON SLOPING TERRAIN.2. MAINTAIN THROUGHOUT CONSTRUCTION.3. OUTLET INTO AREAS/STABILIZED BY EXISTING VEGETATION OR INSTALL STAKED HAY STRAW BALES/SILT FENCE.4. CONTOUR TO ALLOW PASSAGE OF CONSTRUCTION EQUIPMENT.5. MINIMUM 2% LATERAL SLOPE.

EXIST. VEGETATION OR STAKEDHAY STRAW BALES/SILT FENCE

NOTES:

1. USE DIFFUSER NOZZLE OR LOW DISCHARGE RATE TO PREVENT SCOURING. 2. ADDITIONAL HAY BALES MAY BE USED TO INCREASE RETENTION & FILTERING.

NOTES:

1. ENSURE DISCHARGE AREA IS COVERED BY STABLE VEGETATION.2. USE DIFFUSER NOZZLE OR LOW DISCHARGE RATE TO PREVENT SCOURING.

TO BE PLACED AT AN UPLAND LOCATION THAT WILLALLOW WATER TO DRAIN TO THE GROUND.

SET BAG ON FILTER FABRICIF VEGETATION IS ABSENT

SIZE OF STRAW BALE STRUCTUREWOULD BE 10'x10' ADJUSTED TOWATER VOLUME.

EXISTINGGROUND

10' MINRAD

TEMPORARY STONE CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONS

1. THE AREA OF THE ENTRANCE MUST BE EXCAVATED A MINIMUM OF 3 INCHES AND MUST BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. THE FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL WIDTH AND LENGTH OF THE ENTRANCE.

2. FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS. CONVEYANCE OF SURFACE WATER UNDER ENTRANCE, THROUGH CULVERTS, SHALL BE PROVIDED AS REQUIRED. IF SUCH CONVEYANCE IS IMPOSSIBLE, THE CONSTRUCTION OF A"MOUNTABLE" BERM WITH 5.1 SLOPES WILL BE PERMITTED.

3. THE FILTER CLOTH UTILIZED SHALL BE A NONWOVEN FABRIC CONSISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER. THE FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RESISTANT.

1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS/SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.

2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL PUBLIC STREETS FREE OF CONSTRUCTION DEBRIS AND SEDIMENT.

MAINTENANCE

NOT TO SCALETYPICAL TEMPORARY WATERCOURSE/WETLAND SPAN

NOT TO SCALE

TYPICAL CONSTRUCTION MAT ACCESS ROADWITHIN A WETLAND

NOT TO SCALEPLAN

NOT TO SCALESECTION

SO

UR

CE

S: N

OR

THE

AS

T U

TILI

TIE

S B

ES

T M

AN

AG

EM

EN

T P

RA

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CE

S M

AN

UA

LC

ON

STR

UC

TIO

N &

MA

INTE

NA

NC

E E

NV

IRO

NM

EN

TAL

RE

QU

IRE

ME

NTS

FO

R M

AS

SA

CH

US

ETT

S T

IGH

E &

BO

ND

, DE

CE

MB

ER

200

7

NOT TO SCALEWATER BAR

NOT TO SCALE

TEMPORARY STONECONSTRUCTION ENTRANCE

NOT TO SCALESIDE ELEVATION

NOT TO SCALETRENCH DEWATERING

NOT TO SCALESECTION VIEW

NOT TO SCALEPLAN VIEW

NOT TO SCALETYPICAL HAY/STRAW BALE BARRIER

NOT TO SCALETYPICAL CULVERT CROSSING

NOT TO SCALETYPICAL GEOTEXTILE SILT FENCE

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P. WILLIAMS



EROSION CONTROL DETAILS

CONSTRUCTION MATS

STUMPS REMAIN IN PLACE

UPLAND

SILT FENCE/HAY/

WETLAND

ACCESSROAD

STRAW BALES

TRANSITION AS REQUIRED(2" STONE APPROXIMATE)

CONSTRUCTION MATSFOR WORK AREA

SO

UR

CE

S: N

OR

THE

AS

T U

TILI

TIE

S B

ES

T M

AN

AG

EM

EN

T P

RA

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CE

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INTE

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E E

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IRO

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EN

TAL

RE

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ME

NTS

FO

R M

AS

SA

CH

US

ETT

S T

IGH

E &

BO

ND

, DE

CE

MB

ER

200

7

ENGINEERING FABRIC

DIVERSION BAR

COARSE AGGREGATETOP OF BANK

COARSE AGGREGATE

EARTHEN FILL COVEREDWITH LARGE ANGULARROCKS

ROCK LAYER SHOULD BE HALF THEDIAMETER OF THE PIPE, 30CM, ORAS NEEDED TO SUPPORT LOADS -WHATEVER IS GREATER

NOT TO SCALEELEVATION VIEW


EARTHEN FILL COVEREDWITH LARGE ANGULARROCKS

FLOWFLOW

NOTE:

CAPACITY OF PIPES COMBINEDSHOULD ACOUNT FOR SIGNIFICANTSTORM EVENTS.

SO

UR

CE

S: N

OR

THE

AS

T U

TILI

TIE

S B

ES

T M

AN

AG

EM

EN

T P

RA

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CE

S M

AN

UA

LC

ON

STR

UC

TIO

N &

MA

INTE

NA

NC

E E

NV

IRO

NM

EN

TAL

RE

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ME

NTS

FO

R M

AS

SA

CH

US

ETT

S T

IGH

E &

BO

ND

, DE

CE

MB

ER

200

7

TYPICAL HAY/STRAW BALE BARRIER

NOTE:

STRAW BALES MAY BE SUBSTITUTED FOR HAY BALES.

NOT TO SCALESECTION A-A

NOT TO SCALEDETAIL A


(2) 2"x2"x3' STAKESAT EACH BALE

WORK ZONE

FLOW

FINISHEDGRADE

FINISHED GRADE

SEE DETAIL A

SUITABLE BACKFILL

2" (T

YP

)

(2) 2"x2"x3' STAKESAT EACH BALE

BUTT BALES TOGETHERA

A

WORK ZONE

FLO

W

FLO

W

NOT TO SCALETYPICAL GEOTEXTILE SILT FENCE

FLO

W

FLO

W

WORK ZONE

A

ASILT FENCESEE DETAIL A


NOT TO SCALEDETAIL A

NOT TO SCALEDETAIL B

NOT TO SCALESECTION A-A

WORK ZONEEXISTINGGROUND

2"x2" WOOD STAKESSPACED AT 4'-5' + O.C.

FINISHEDGRADE

WORK ZONE

SILT FENCE

GRADE

SEE DETAIL B

SILT FENCESUITABLE BACKFILL

6" MIN.FABRIC

6" M

IN.

FAB

RIC

18"

4'-6

"

SO

UR

CE

S: N

OR

THE

AS

T U

TILI

TIE

S B

ES

T M

AN

AG

EM

EN

T P

RA

CTI

CE

S M

AN

UA

LC

ON

STR

UC

TIO

N &

MA

INTE

NA

NC

E E

NV

IRO

NM

EN

TAL

RE

QU

IRE

ME

NTS

FO

R M

AS

SA

CH

US

ETT

STI

GH

E &

BO

ND

, DE

CE

MB

ER

200

7

SWAMP MATS STREAM

NOT TO SCALEELEVATION VIEW

NOT TO SCALEPLAN VIEW SWAMP MATS SECTION

USED FOR 'BRIDGE'SUPPORTS IN STREAM

NOTES:

1. SWAMP MATS SHOULD BE PLACED CLOSELY TOGETHER SO THERE ARE NO GAPS BETWEEN EACH MAT SECTION.

2. ADDITIONAL MEASURES MAY BE REQUIRED.

BANK BANK

STREAM

SWAMP MATSBANKBANK

FLO

W

SWAMP MATS SECTIONUSED FOR 'BRIDGE'

SUPPORTS IN STREAM

SOURCES: NORTHEAST UTILITIES BEST MANAGEMENT PRACTICES MANUALCONSTRUCTION & MAINTENANCE ENVIRONMENTAL REQUIREMENTS FOR MASSACHUSETTSTIGHE & BOND, DECEMBER 2007

6" MIN. DEPTH OF STONE

UNDISTURBED WETLAND SOIL

DETAIL "A"

20'(TYPICAL)GEOTEXTILE FABRIC

(BENEATH ALL MATERIAL)

UNDISTURBED SOIL

WOODY VEGETATIONCUT BUT NOROOTS DISTURBED

15' MIN.(TYPICAL)

NOT TO SCALE

TYPICAL CONSTRUCTION ACESS ROADSWITHIN WETLANDS

STONE BASE

WOODSLAB

UNDISTURBED WSTONE BASE


SEE DETAIL "A"WOOD SLAB

20' MAX.(TYPICAL)

16' MIN.(TYPICAL)

NOT TO SCALEWOOD SLAB BASE

NOT TO SCALE

20'(TYPICAL)

STONE BASENOT TO SCALE

15' MIN.(TYPICAL)

GEOTEXTILE FABRIC(BENEATH ALL MATERIAL)

UNDISTURBED WETLAND SOIL

6" MIN. DEPTH OF STONE


city of chicopee, massachusetts city of springfield,

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