Q2 - BEC As-Built Plan and Profile Drawings .pdf

PDF 38 MB Posted

Attached to
Maintenance Dredging of Buttermilk Channel, New York, Federal Navigation Project
Solicitation number
W912DS22B0007
Issued by

About this file

This document provides details on a federal solicitation for maintenance dredging services. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District New York under number W912DS22B0007 for maintenance dredging of Buttermilk Channel in New York. Interested parties are sought to dredge the federal navigation project to required depths. The solicitation describes the opportunity and provides an attachment with relevant as-built plan and profile drawings of the channel. Responses are due based on the standard solicitation timeline and procedures.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

FOR INFORMATION ONLY

BAYONNE ENERGY CENTER SUBMARINE ELECTRIC TRANSMISSION CABLE SYSTEM

DOCUMENTATION

AS-BUILT DRAWINGS AND LETTER (17 FEBRUARY 2012), AND REFERENCED

LETTERS (24 AUGUST 2011 & 15 AUGUST 2011)

JERSEY CITY,

BROOKLYN,

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

BAY RIDGE CHANNEL FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-40 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-48 FEET MLLW DATUM)

GOWANUS CREEK FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-30 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-38 FEET MLLW DATUM)

B

E C

A

C

S t a t i o n

C

A

C a t i o n

C

A

C a t i o n

-48 FEET MLLW

C

A

C a t i o n

C

A

C a t i o n

C

A

C a t i o n

C a t i o n

-38 FEET MLLW

B E

C

S t a t i o n

E n d o f

C o f f e r d a m

A C

A

A C

A C

A C

A C

A C

A C

M A

T C

H L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

TRENCH PROFILE BEC2

SEABED PROFILE BEC2

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC2 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC2 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC2 TRENCH DEPTH (MLLW)

BEC2 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC2 BACKFILL DEPTH (MLLW)

BEC2 -CENTER CABLE

345 kV SUBMARINE CABLE

INSTALLATION

BROOKLY,NY to BAYONNE, NJ

AS-BUIILT PLAN AND PROFILE

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

C a t i o n

C a t i o n

C a t i o n

C a t i o n

A C

A C

A C

A C

M A

T C

H L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L I N

E M

A T

C H

L I N

E M

A T

C H

L I N

E

BAY RIDGE CHANNEL FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-40 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-48 FEET MLLW DATUM)

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC2 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC2 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC2 TRENCH DEPTH (MLLW)

BEC2 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC2 BACKFILL DEPTH (MLLW)

RED HOOK FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-40 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-48 FEET MLLW DATUM)

EXCEPT BETWEEN STA. 45+00 AND 70+00 (PERMIT STA. 261+78.29 AND 287+78.29)

WHERE 15 FEET BELOW NATURAL BOTTOM IS REQUIRED

C a t i o n

A C

C a t i o n

A C

C a t i o n

A C

M A

T C

H L I N

E M

A T

C H

L I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L I N

E

-15 FEET BELOW NATURAL BOTTOM

TRENCH PROFILE BEC2

15 FT BELOW

EXISTING CHANNEL

BOTTOM

BEC2 -CENTER CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

-48 FEET MLLW-48 FEET MLLW

15 FT BELOW

EXISTING CHANNEL

BOTTOM

C a t i o n

A C

C a t i o n

A C

C a t i o n

A C

C a t i o n

A C

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

15 FT BELOW

EXISTING CHANNEL

BOTTOM

RED HOOK FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-40 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-48 FEET MLLW DATUM)

EXCEPT BETWEEN STA. 45+00 AND 70+00 (PERMIT STA. 261+78.29 AND 287+78.29)

WHERE 15 FEET BELOW NATURAL BOTTOM IS REQUIRED

EXCEPT BETWEEN STA. 45+00 AND 70+00 (PERMIT STA. 261+78.29 AND 287+78.29)

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC2 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC2 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC2 TRENCH DEPTH (MLLW)

BEC2 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC2 BACKFILL DEPTH (MLLW)

BEC2 - CENTER CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

ANCHORAGE 20E

MINIMUM REQUIRED BURIAL DEPTH

(11 FEET BELOW PRESENT BOTTOM)

A C

A C

A C

A C

A C

C a t i o n

C a t i

C a t i

C a t i

C a t i

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

(11 FEET BELOW PRESENT BOTTOM)

-11 FEET BELOW NATURAL BOTTOM

-4 FEET BELOW

NATURAL BOTTOM

OUTSIDE ANCHORAGES/

FEDERAL CHANNELS

MINIMUM REQUIRED BURIAL DEPTH

(4 FEET BELOW PRESENT BOTTOM)

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC2 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC2 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC2 TRENCH DEPTH (MLLW)

BEC2 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC2 BACKFILL DEPTH (MLLW)

BEC2 - CENTER CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

C

S t a t i o n

ANCHORAGE 20F

MINIMUM REQUIRED BURIAL DEPTH

(11 FEET BELOW PRESENT BOTTOM)OUTSIDE ANCHORAGES/FEDERAL CHANNELS

MINIMUM REQUIRED BURIAL DEPTH

(4 FEET BELOW PRESENT BOTTOM)

A C

A C

A C

C a t i o n

C a t i

C a t i

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

-11 FEET BELOW NATURAL BOTTOM

-4 FEET BELOW NATURAL BOTTOM

HIGH TOW TENSION (4Á SIDE SLOPE)

RAISED BLADE TO CLEAR OBSTRUCTION

HARD BOTTOM-HIGH TOW TENSION

BLADE RAISED TO FREE OBSTRUCTION

TRENCH PROFILE BEC2

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC2 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC2 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC2 TRENCH DEPTH (MLLW)

BEC2 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC2 BACKFILL DEPTH (MLLW)

BEC2 - CENTER CABLE

345 kV SUBMARINE CABLE

INSTALLATION

BROOKLYN, NY to BAYONNE, NJ

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

ANCHORAGE 20G

MINIMUM REQUIRED BURIAL DEPTH

(11 FEET BELOW PRESENT BOTTOM)

OUTSIDE ANCHORAGES/FEDERAL CHANNELS

MINIMUM REQUIRED BURIAL DEPTH

(4 FEET BELOW PRESENT BOTTOM)

A C

A C

C

S t a t i o n

A C

C

S t a t i o n

C

S t a t i o n

-4 FEET BELOW NATURAL BOTTOM

M A

T C

H L

I N

E M

A T

C H

L I N

E

ANCHORAGE 20G

MINIMUM REQUIRED BURIAL DEPTH

(11 FEET BELOW PRESENT BOTTOM)

-11 FEET BELOW NATURAL BOTTOM

M A

T C

H L

I N

E M

A T

C H

L I N

E

EXCESSIVE ROLL

BLADE RAISED TO FREE OBSTRUCTION

TRENCH PROFILE BEC2

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC2 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC2 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC2 TRENCH DEPTH (MLLW)

BEC2 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC2 BACKFILL DEPTH (MLLW)

BEC2 - CENTER CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

PIERHEAD FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-20 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-28 FEET MLLW DATUM)

ANCHORAGE 20G

MINIMUM REQUIRED BURIAL DEPTH

(11 FEET BELOW PRESENT BOTTOM)

C a t i o n

A C

C a t i o n

A C

C a t i o n

C

D a t i o n

A C

C

A C

D

ANCHORAGE 20G

MINIMUM REQUIRED BURIAL DEPTH

(11 FEET BELOW PRESENT BOTTOM)

-11 FEET BELOW NATURAL BOTTOM

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

-4 FEET BELOW NATURAL BOTTOM

OUTSIDE ANCHORAGES/FEDERAL CHANNELS

(4 FEET BELOW PRESENT BOTTOM)

C

S t a t i o n

A C

HIGH TOW TENSION

BLADE RAISED TO FREE OBSTRUCTION

TRENCH PROFILE BEC2

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC2 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC2 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC2 TRENCH DEPTH (MLLW)

BEC2 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC2 BACKFILL DEPTH (MLLW)

BEC2 - CENTER CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

BAY RIDGE CHANNEL FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-40 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-48 FEET MLLW DATUM)

GOWANUS CREEK FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-30 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-38 FEET MLLW DATUM)

C a t i o n

C

A

C a t i o n

C

A

C a t i o n

C

A

C a t i o n

C

A

C a t i o n

C

A

C a t i o n

-38 FEET MLLW

B E

C

S t a t i o n

E n d o f

C o f f e r d a m

A C

A C

A C

A C

A C

A C

M A

T C

H L

I N

E M

A T

C H

L I N

E M

A T

C H

L I N

E

AREA OF HIGH TOW TENSION AND PITCH AND ROLL

PLOW BLADE AT MAXIMUM

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

ISSUED JULY 7, 2011.

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC3 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC3 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC3 TRENCH DEPTH (MLLW)

BEC3 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC3 BACKFILL DEPTH (MLLW)

BEC3 - SOUTH CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

C a t i o n

C a t i o n

C a t i o n

C a t i o n

A C

A C

A C

A C

M A

T C

H L

I N

E M

A T

C H

L I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E M

A T

C H

L I N

E

BAY RIDGE CHANNEL FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-40 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-48 FEET MLLW DATUM)

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

ISSUED JULY 7, 2011.

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC3 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC3 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC3 TRENCH DEPTH (MLLW)

BEC3 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC3 BACKFILL DEPTH (MLLW)

RED HOOK FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-40 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-48 FEET MLLW DATUM)

EXCEPT BETWEEN STA. 44+93 AND 70+23 (PERMIT STA. 261+55.29 AND 287+70.29)

WHERE 15 FEET BELOW NATURAL BOTTOM IS REQUIRED

-48 FEET MLLW

15 FT BELOW

C a t i o n

A C

C a t i o n

A C

C a t i o n

A C

M A

T C

H L

I N

E M

A T

C H

L I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E M

A T

C H

L I N

E

-15 FEET BELOW NATURAL BOTTOM

BEC3 - SOUTH CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

-48 FEET MLLW-48 FEET MLLW

15 FT BELOW

C a t i o n

A C

C a t i o n

A C

C a t i o n

A C

C a t i o n

A C

M A

T C

H L

I N

E M

A T

C H

L I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

15 FT BELOW

EXISTING CHANNEL

BOTTOM

RED HOOK FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-40 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-48 FEET MLLW DATUM)

EXCEPT BETWEEN STA. 44+93 AND 70+23 (PERMIT STA. 261+55.29 AND 287+70.29)

WHERE 15 FEET BELOW NATURAL BOTTOM IS REQUIRED

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

ISSUED JULY 7, 2011.

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC3 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC3 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC3 TRENCH DEPTH (MLLW)

BEC3 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC3 BACKFILL DEPTH (MLLW)

BEC3 - SOUTH CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

BUTTERMILK FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-40 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-48 FEET MLLW DATUM)

C a t i

C a t i o n

A C

C a t i o n

A C

C a t i o n

A C

C a t i o n

A C

C a t i o n

A C

A C

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

ISSUED JULY 7, 2011.

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC3 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC3 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC3 TRENCH DEPTH (MLLW)

BEC3 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC3 BACKFILL DEPTH (MLLW)

BEC3 - SOUTH CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

SHEET 9

SHEET 7

SHEET 6

SHEET 5 SHEET 4

SHEET 3

RED HOOK

SHEET 2

SHEET 8

SHEET 10

N E

W

J E

R S

E Y

N E

W

Y

O R

K

ANCHORAGE CHANNEL FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-45 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-53 FEET MLLW DATUM)

-53 FEET MLLW-53 FEET MLLW

C a t i

A C

C a t i

A C

C a t i

A C

A C

A C

A C

C a t i

C a t i

N E

W

J E

R S

E Y

N E

W

Y

O R

K

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

-11 FEET BELOW

C a t i

NATURAL BOTTOM

-48 FEET MLLW

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

ISSUED JULY 7, 2011.

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC3 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC3 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC3 TRENCH DEPTH (MLLW)

BEC3 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC3 BACKFILL DEPTH (MLLW)

BEC3 - SOUTH CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

ANCHORAGE 20E

MINIMUM REQUIRED BURIAL DEPTH

(11 FEET BELOW PRESENT BOTTOM)

A C

A C

A C

A C

A C

C a t i

C a t i

C a t i

C a t i

C a t i

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

-11 FEET BELOW NATURAL BOTTOM-11 FEET BELOW

-4 FEET BELOW NATURAL BOTTOM

NATURAL BOTTOM

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

ISSUED JULY 7, 2011.

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC3 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC3 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC3 TRENCH DEPTH (MLLW)

BEC3 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC3 BACKFILL DEPTH (MLLW)

BEC3 - SOUTH CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

C

S t a t i o n

ANCHORAGE 20F

MINIMUM REQUIRED BURIAL DEPTH

(11 FEET BELOW PRESENT BOTTOM)

OUTSIDE ANCHORAGES/FEDERAL CHANNELS

MINIMUM REQUIRED BURIAL DEPTH

(4 FEET BELOW PRESENT BOTTOM)

A C

A C

A C

C a t i o n

A C

C a t i

C a t i

C a t i

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

-11 FEET BELOW NATURAL BOTTOM

-4 FEET BELOW NATURAL BOTTOM-4 FEET BELOW NATURAL BOTTOM

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

ISSUED JULY 7, 2011.

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC3 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC3 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC3 TRENCH DEPTH (MLLW)

BEC3 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC3 BACKFILL DEPTH (MLLW)

BEC3 - SOUTH CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

PORT JERSEY FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-50 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-58 FEET MLLW DATUM)

-58 FEET MLLW

C

S t a t i o n

OUTSIDE ANCHORAGES/FEDERAL CHANNELS

MINIMUM REQUIRED BURIAL DEPTH

(4 FEET BELOW PRESENT BOTTOM)

A C

A C

A C

A C

A C

A C

C

S t a t i o n

C

S t a t i o n

C

S t a t i o n

C

S t a t i o n

C

S t a t i o n

-4 FEET BELOW NATURAL BOTTOM

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

NATURAL BOTTOM

-11 FEET BELOW

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

ISSUED JULY 7, 2011.

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC3 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC3 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC3 TRENCH DEPTH (MLLW)

BEC3 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC3 BACKFILL DEPTH (MLLW)

BEC3 - SOUTH CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

ANCHORAGE 20G

MINIMUM REQUIRED BURIAL DEPTH

(11 FEET BELOW PRESENT BOTTOM)

OUTSIDE ANCHORAGES/FEDERAL CHANNELS

MINIMUM REQUIRED BURIAL DEPTH

(4 FEET BELOW PRESENT BOTTOM)

A C

C

S t a t i o n

A C

C

S t a t i o n

C a t i o n

A C

C a t i o n

A C

B

-4 FEET BELOW NATURAL BOTTOM

M A

T C

H L

I N

E M

A T

C H

L I N

E

-11 FEET BELOW NATURAL BOTTOM

M A

T C

H L

I N

E M

A T

C H

L I N

E

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

ISSUED JULY 7, 2011.

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC3 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC3 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC3 TRENCH DEPTH (MLLW)

BEC3 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC3 BACKFILL DEPTH (MLLW)

BEC3 - SOUTH CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

PIERHEAD FEDERAL NAVIGATION CHANNEL

AUTHORIZED DEPTH (-20 FEET MLLW DATUM)

MINIMUM REQUIRED BURIAL DEPTH (-28 FEET MLLW DATUM)

-28 FEET MLLW

ANCHORAGE 20G

(11 FEET BELOW PRESENT BOTTOM)

C a t i o n

A C

C a t i o n

A C

C a t i o n

C

D a t i o n

A C

C

A C

D

-11 FEET BELOW NATURAL BOTTOM

M A

T C

H L

I N

E M

A T

C H

L I N

E

M A

T C

H L

I N

E M

A T

C H

L I N

E

A C

-4 FEET BELOW NATURAL BOTTOM

C

S t a t i o n

OUTSIDE ANCHORAGES/FEDERAL CHANNELS

MINIMUM REQUIRED BURIAL DEPTH

(4 FEET BELOW PRESENT BOTTOM)

SEABED PROFILE AFTER

BACKFILL BEC3

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

ISSUED JULY 7, 2011.

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC3 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC3 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC3 TRENCH DEPTH (MLLW)

BEC3 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC3 BACKFILL DEPTH (MLLW)

BEC3 - SOUTH CABLE

345 kV SUBMARINE CABLE

INSTALLATION

NEW YORK

NEW JERSEY

SHEET 11

SHEET 9

SHEET 7

BAYONNE

SHEET 6

SHEET 5 SHEET 4

SHEET 3

SHEET 1

RED HOOK

TOMPKINSVILLE

CONSTABLE

HOOK

SHEET 2

SHEET 8

SHEET 10

OUTSIDE ANCHORAGES/FEDERAL CHANNELS

MINIMUM REQUIRED BURIAL DEPTH

(4 FEET BELOW PRESENT BOTTOM)

M A

T C

H L

I N

E M

A T

C H

L I N

E

A C

A C

A C

P L O

W

U

P

-4 FEET BELOW NATURAL BOTTOM

C

S t a t i o n

C

S t a t i o n

C

S t a t i o n

C

P

L O

W

U

P

S t a t i o n

4 FOOT BURIAL ON FINAL PULL

C

V e r t i c a l

A

C

V a u l t

S t a t i o n

OUTSIDE ANCHORAGES/FEDERAL CHANNELS

COLOR GRADIENT DEPTH CHART

ESS SURVEY NOTES:

1. MULTIBEAM HYDROGRAPHIC SURVEY

PERFORMED BY OCEAN SURVEYS, INC. (OSI)

ON JULY 9-10, 2011 AND CAN ONLY BE

CONSIDERED AS INDICATING CONDITIONS

EXISTING AT THAT TIME.

2. PRELIMINARY HYDROGRAPHIC CONTOURS

PROVIDED TO ESS IN DIGITAL FORM BY OSI.

3. ELEVATIONS ARE IN FEET AND ARE

REFERENCED TO MEAN LOWER LOW WATER

(MLLW) BASED ON BENCHMARK "NY COE

WALL" WHICH HAS AN ELEVATION OF 7.23

FEET NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88) PER OPUS OBSERVATIONS

MADE BY OSI. THE PLANE OF NAVD 88 IS 2.78

FEET ABOVE THE PLANE OF MLLW AT NOAA

STATION 8518750, THE BATTERY, NEW YORK.

ELEVATIONS WERE DEVELOPED FROM ONE

FOOT BY ONE FOOT BINNED DATA WITH THE

AVERAGE ELEVATION WITHIN EACH BIN

POSTED IN THE CENTER OF THE BIN.

4. CONTOURS ARE IN FEET AND WERE

GENERATED USING "QUICKSURF"

OPERATING WITHIN AUTODESK "AUTOCAD".

5. CONTOUR INTERVAL IS ONE HALF FOOT.

6. COORDINATES ARE IN NEW JERSEY STATE

PLANE COORDINATE SYSTEM, NAD 83, U.S.

SURVEY FEET.

7. REQUIRED CABLE BURIAL DEPTHS SPECIFIED

IN USACE PERMIT NO. NAN-2008-01564-M3,

ISSUED JULY 7, 2011.

NORTH CABLE ROUTE

CENTER CABLE ROUTE

SOUTH CABLE ROUTE

LEGEND:

CMI INSTALLATION NOTES:

PROFILES VIEWS

1) ESS SURVEY DEPTHS WERE USED TO CREATE THE SEA

FLOOR PROFILE

2) CABLE BURIAL AND TRENCH DEPTH WERE CALCULATED

AND RECORDED WITH CMI'S PLOW 2010 SOFTWARE

3) CABLE BURIAL AND TRENCH DEPTH WERE APPLIED

TO THE SEA FLOOR PROFILE TO DETERMINE THE CABLE AND

TRENCH ELEVATION RELATIVE TO MLLW

4) DIVE INVESTIGATION GENERALLY FOUND THAT THE TOP

OF CABLE WAS BURIED 1 FOOT DEEPER THAN THE RECORDED

TRENCH DEPTH, INDICATING THAT THE PLOW SANK INTO THE

SEABED AND THE CABLE SANK TO THE DE[TH OF TRENCH

PLAN VIEWS

1) HORIZONTAL POSITIONS WERE OBTAINED USING A

FUGRO 8200 STARFIX GPS RECIEVER.

2) POSITIONS WERE RECORDED UTILIZING FUGRO PELAGOS'

WINFROG NAVIGATION SOFTWARE

NORTH CABLE (BEC1) PLAN VIEW AS-LAID

CENTER CABLE (BEC2) PLAN VIEW AS-LAID;

BEC3 SEA FLOOR (MLLW)

SOUTH CABLE (BEC3) PLAN VIEW AS-LAID;

BEC3 PROFILE BURIAL AND BURIAL DEPTH (MLLW)

PLAN VIEW

PROFILE VIEWS

BEC3 TRENCH DEPTH (MLLW)

BEC3 CABLE LOCATED BY

DIVE INVESTIGATION (MLLW)

BEC3 BACKFILL DEPTH (MLLW)

BEC3 - SOUTH CABLE

345 kV SUBMARINE CABLE

INSTALLATION

Engineers

Scientists

Consultants

~-(ii www.essuronp.com

August 24, 2011

Richard L. Tomer Chief, Regulatory Branch US Army Corps of Engineers New York District ATTN.: Regulatory Branch, Room 1937 26 Federal Plaza New York, NY 10278-0090

888 Worcester Street

Suite 240

Wellesley

Massachusetts

02482 p 781.431.0500

Re: Bayonne Energy Center Project-USACE Permit No. NAN-2008-01564-M3 Burial Depth Deviations-Dive Investigation Results ESS Project No. P273-027.03

Dear Mr. Tomer:

On behalf of Bayonne Energy Center, LLC (BEC), ESS Group, Inc., submits this supplemental report regarding the burial depth achieved during the recent installation of the north cable between Brooklyn and Bayonne as part of the BEC Project.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .