About this file

This solicitation is for maintenance dredging of navigation channels in New York and New Jersey harbors. The U.S. Army Corps of Engineers is seeking dredging services for the Seguine/Ward/Outerbridge Reaches federal navigation project. Interested parties should respond by the solicitation response date of April 11, 2023. The awarded contractor will be responsible for dredging the specified channels to maintain navigable depths for commercial and recreational vessels. The solicitation provides relevant details on the dredging locations and quantities, performance periods, and pricing requirements to complete the maintenance work.

View the file

Other files

File Type Posted
Bid Abstract.pdf PDF
W912DS23B0007 Amendment 00002.pdf PDF
W912DS23B0007 Amendment 00001.pdf PDF
d - SWO23 Specs_5.5.23.pdf PDF
W912DS23B0007.pdf PDF

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

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

A P

P R

O V

E D

R E

C O

M M

E N

D E

D B

Y

C H

I E

F T

E C

H N

I C

A L

S U

P P

O R

T S

E C

T I O

N

M

IC

H A

E L

J O

S E

B A

C K

C H

IE

F

O

P E

R A

T

IO

N S

S U

P P

O R

T B

R A

N C

H

D E

S C

R

IP

T

IO

N D

A T

E D

E S

C R

IP

T

IO

N

D A

T E

T B

D

C O

N T

R A

C T

N O

N E

W Y

O R

K N

Y

E W

Y O

R K

D I S

T R

I C

T

U .S

.A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A P

P R

O V

A L

D A

T E

A

P R

I L

Number:

Sheet

IN

D

E X

S H

E E

T

W

D S

B

S O

L I C

I T

A T

I O

N N

O

A P

R

D A

T E

US Army Corps of Engineers

New York District

W912DS-23-B-0007

INDEX SHEET

DREDGING LIMITS

DREDGING LIMITS

SHEET DESCRIPTION

6 DREDGING LIMITS

CORPS OF ENGINEERS U.S. ARMY

FEDERAL NAVIGATION PROJECT

SEGUINE PT./WARD PT./OUTERBRIDGE

NEW YORK and NEW JERSEY CHANNELS -

MAINTENANCE DREDGING of

LOCATION MAP, DETAIL SHEET and NOAA CHART

F E

D E

R A

L N

A V

IG

A

T

IO

N P

R O

J E

C T

S E

G U

I N

E P

T

W A

R D

P T

O

U T

E R

B R

I D

G E

N E

W Y

O R

K

N E

W J

E R

S E

Y C

H A

N N

E L

S o f

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G P

K

U G

L S

T A

T T

E R

D R

A W

N B

Y

D A

R N

S T

E

IN

D E

S

IG

N E

D B

Y

R Y

A N

F E

R G

U S

O N

R E

V

IE

W E

D B

Y

O N

E I

N C

H

N A

S C

A L

E

R Y

A N

M F

E R

G U

S O

N

SHEET 1 OF 11

OVERVIEW SHEET

DREDGING LIMITS

DREDGING LIMITS

DREDGING LIMITS

DREDGING LIMITS

DREDGING LIMITS

SHEET 2

SHEET 3

SHEET 4

SHEET 5

SHEET 6

SHEET 7

SHEET 8

SHEET 9

2,000'0 1,000'

FROM STATION "RTK FIRE".

-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS

AND IS FOR ORIENTATION PURPOSES ONLY.

-AERIAL IMAGERY PROVIDED BY NOAA (2021)

CALCULATION PURPOSES.

-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME

-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.

MEDIAN CELL, SORTED TO A 45' INTERVAL.

-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'

USING VDATUM (VER. 4.0.1).

-MEAN LOWER LOW WATER IS 3.0-3.2 FEET BELOW NAVD88 AS DETERMINED

(MLLW) [EPOCH 1983-2001].

-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER

NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.

-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,

AND EM 1110-2-6056.

-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160

-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.

AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

PROJECT SPECIFIC NOTES:

AJD 10024

(NAVD 1988)12.98' ELEVATION:

BENCHMARK:

NSRS BENCHMARK

(PID:KV0006)B 5

(NAVD 1988)63.49'ELEVATION:

BENCHMARK:

LOCAL CONTROL DATA

VICINITY MAP

S

P C

S

POINT IDNORTHINGEASTING POINT IDNORTHINGEASTING

(OUTERBRIDGE -TO- SEQUINE POINT)

NYNJ CHANNELS

576682.361

574683.862

572976.422

567112.919

566731.056

566591.747

565882.919

564957.134

563506.491

562255.187

561806.326

561638.869

561263.239

559467.852

559315.904

558932.016

558847.938

559654.769

561682.022

577314.916

573837.912

573496.425

567259.101

566455.513

564918.376

563702.250

562205.308

561511.486

560502.552

559814.684

559607.111

559700.255

560181.981

562610.917

609853.123

609732.289

608967.215

603141.971

602933.691

602906.095

602765.684

602582.294

602727.355

603240.970

603425.211

603551.315

603834.182

607232.400

607903.636

609599.477

609970.895

611959.042

614689.456

610693.128

610482.531

610329.517

604132.883

603694.579

603390.088

603511.698

604126.137

604648.626

606558.283

608417.631

609334.601

610475.658

611662.702

614934.136

P7C

5A1

5A2

6A

7A1

X5

X4

8A1

9A1

X2

10A1

X3

11A

12A

2A CO

1A CO

13A

14A

15A2

S5C

S5X1

S5X2

S6

S7-1

S8-1

S9-1

S10-1

S11

S12B

S12C

S13B

S13C

S14

11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

1 2 3 4 5 6 7 8 9 10

DEPARTMENT OF THE ARMY

FIELD CARTOGRAPHER

CIVIL ENGINEERING TECHNICIAN

LEAD CARTOGRAPHER

DEPUTY CHIEF OF SURVEY

DATES OF SURVEY:

FIELD BOOKS:

SCALE:

REQ. NO./FILE NO.:

NEW YORK DISTRICT

DATE:

NEW YORK, NEW YORK 10278

OPERATIONS DIVISION

SURVEYS AND MAPPING BRANCH

CENAN-OP-S

U.S. ARMY CORPS OF ENGINEERS

APPROVED:

APPROVED:

APPROVED:

APPROVED:

ONE INCH = 200 FT.

12-31 JANUARY 2023

5261/N1/N1

M. MCDERMOTT

M. FORTE

P. BAHDUR

J. MRAZ

3 FEBRUARY 2023

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

A P

P R

O V

E D

R E

C O

M M

E N

D E

D B

Y

C H

I E

F T

E C

H N

I C

A L

S U

P P

O R

T S

E C

T I O

N

M

IC

H A

E L

J O

S E

B A

C K

C H

IE

F

O

P E

R A

T

IO

N S

S U

P P

O R

T B

R A

N C

H

D E

S C

R

IP

T

IO

N D

A T

E D

E S

C R

IP

T

IO

N

D A

T E

T B

D

C O

N T

R A

C T

N O

N E

W Y

O R

K

W

Y O

R K

D I S

T R

I C

T

U .S

.A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A P

P R

O V

A L

D A

T E

A

P R

I L

Number:

Sheet

D R

E D

G

IN

G L

IM

IT

S

W D

S B

S O

L I C

I T

A T

I O

N N

O

A P

R

D A

T E

F E

D E

R A

L N

A V

IG

A

T

IO

N P

R O

J E

C T

S E

G U

I N

E P

T

W A

R D

P T

O

U T

E R

B R

I D

G E

N E

W Y

O R

K

N E

W J

E R

S E

Y C

H A

N N

E L

S o f

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G P

K

U G

L S

T A

T T

E R

D R

A W

N B

Y

D A

R N

S T

E

IN

D E

S

IG

N E

D B

Y

R Y

A N

F E

R G

U S

O N

R E

V

IE

W E

D B

Y

O N

E I

N C

H

N A

S C

A L

E

R Y

A N

M F

E R

G U

S O

SHEET 3 OF 11

51.750.6

50.2

50.1

49.9

49.8 49.1

48.9

48.8

48.7

47.2

47.0

46.9

46.9

46.6

46.4

46.2

45.9

45.7

45.7

45.6

45.4

45.4

45.3

45.3 45.2

45.2

45.1

45.0

45.0

45.0 45.0

44.9

44.8 44.5

44.5

44.5

44.4

44.4

44.4

44.3

44.3

44.2

44.2

44.2

44.2

44.2

44.1

44.1

44.0

43.9

43.9

43.9

43.9

43.9

43.9

43.9

43.9

43.8

43.8

43.8

43.7

43.7

43.7

.6

43.6

43.5

43.5

43.4

43.4

43.4

43.4

43.4

43.3

43.2

43.2

43.1

43.1

43.1

43.0

43.0

43.0

42.9

42.9

42.9

42.8

42.8

42.8

42.8

42.7

42.7

42.6

42.6

42.6

42.5

42.5

42.4

42.4

42.3

42.2

42.1

42.1

42.0

42.0

42.0

41.9

41.9

41.9

41.9

41.9

41.8

41.8

41.8

41.8

41.8

41.8

41.8 41.8

41.8

41.7

41.7

41.7

41.6

41.6

41.6

41.6

41.6

41.5 41.5

41.5

41.5

41.5

41.4

41.4

41.4

41.4

41.4

41.3

41.2

41.2

41.2

41.2

41.2

41.2

41.1

41.1

41.1

41.1

41.1

41.1

41.1

41.0

41.0

41.0

41.0

41.0

40.9

40.9

40.9

40.8

40.8

40.8

40.8

40.8

40.8

40.8

40.8

40.8

40.7

40.7

40.7

40.6

40.6

40.6

40.5

40.5

40.5

40.4

40.4 40.4

40.4

40.4

40.4

40.4

40.4

40.4

40.440.4

40.3

40.3

40.3

40.3

40.3 40.3

40.3

40.3

40.2

40.2

40.2

40.2

40.2

40.1

40.1

40.1

40.1

40.1

40.1

40.1

40.0

40.0

40.0

40.0

40.0

40.0

39.9 39.9

39.9

39.9

39.9

39.9

39.9

39.9

39.9

39.8

39.8

39.8

39.8

39.8

39.8

39.839.8

39.7

39.7

39.7

39.7

39.7

39.7 39.7

39.7 39.7

39.7

39.6

39.6

39.6

39.6

39.6

39.6

39.6

39.6

39.6

39.6

39.6

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.4

39.4

39.4

39.4

39.4

39.4 39.4

39.4

39.4

39.4

39.4

39.4

39.4

39.3

39.3 39.3

39.3

39.3

39.3

39.3

39.3

39.3

39.3

39.3 39.3

39.3

39.3 39.3

39.3

39.3

39.3

39.3

39.2

39.2

39.239.2

39.2

39.2

39.2

39.2

39.2

39.2

39.2 39.2

39.2

39.2

39.2

39.2

39.2

39.1

39.1

39.1

39.1 39.1

39.1

39.1

39.1

39.1

39.1

39.1

39.1

39.1

39.1

39.1 39.1 39.1

39.1

39.1

39.1

39.1

39.0

39.039.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0 39.0

38.9

38.9

38.9

38.9

38.9 38.9

38.9

38.9

38.9

38.9

38.9

38.8

38.838.8

38.8

38.8

38.8

38.8

38.8

38.8

38.8

38.8

38.8

38.8 38.8

38.8

38.8

38.8

38.8

38.8

38.8

38.8

38.7

38.7

38.7

38.7

38.7

38.7

38.7

38.7

38.7

38.7 38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6

38.6 38.6

38.6

38.6

38.6

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5 38.5

38.5

38.5

38.5

38.538.5

38.5

38.5

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4 38.4

38.4

38.4

38.4 38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.4

38.3 38.3

38.3

38.3

38.3 38.3

38.3

38.338.3

38.3

38.3

38.3

38.3

38.3 38.3

38.3

38.3

38.3

38.3

38.2 38.2

38.2

38.2

38.2

38.2

38.2 38.2

38.2

38.2

38.2

38.2

38.2

38.2

38.2

38.2 38.2

38.2

38.2

38.2

38.2

38.2

38.2

38.2

38.2 38.2

38.2

38.2

38.2 38.2

38.2

38.238.2 38.2

38.2

38.238.2

38.2

38.2

38.2

38.2 38.2

38.2

38.2

38.2

38.2

38.2

.1

38.1

38.138.1 38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1 38.1

38.1

38.1

38.1

38.138.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.1

38.0

38.0

38.0

38.0

38.0

38.0

38.038.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0 38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0 38.0

38.0

38.0 38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.038.0

38.0

38.0

38.0

38.0

38.0

37.9 37.9

37.9

37.9

37.9

37.9

37.9

37.9

37.9

37.9

37.9 37.9

37.9

37.9

37.9 37.9

37.9

37.9 37.9

37.9

37.9

37.9

37.937.9

37.9

37.9

37.937.9

37.9 37.9

37.9

37.9 37.9

37.937.9

37.937.9 37.9

37.9

37.9 37.9

37.9 37.9

37.9

37.9

37.9

37.9

37.9

37.9

37.9

37.9 37.9

37.9

37.9

37.9

37.9

37.9

37.8

37.8 37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.837.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.8

37.7

37.7 37.7 37.7

37.7

37.7

37.7

37.7

37.7 37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.7

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.637.6

37.6 37.6

37.6

37.6 37.6

37.6

37.6 37.6

37.6 37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.6

37.637.6

37.6

37.6

37.6

37.6

37.6

37.5

37.5

37.5

37.5

37.5

37.5

37.5 37.5

37.5

37.5 37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5 37.5

37.5

37.5

37.5

37.5

37.5 37.5

37.5

37.5

37.5 37.5

37.5 37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5 37.5

37.5

37.4

37.4

37.4

37.437.4 37.4

37.4

37.4

37.4

37.4

37.4 37.437.4

37.4

37.4

37.4

37.4

37.4

37.4

37.4 37.437.4

37.4 37.4

37.4

37.4

37.4 37.4

37.4

37.4

37.4

37.4

37.4

37.4

37.4

37.4 37.4

37.4

37.4 37.4

37.4

37.4

37.4

37.4

37.4

37.4

37.4 37.4

37.4

37.4

37.4

37.4

37.4

37.3 37.3

37.3

37.3

37.3

37.3

37.3

37.3

37.337.3

37.3

37.3

37.3

37.3

37.3

37.3

37.3

37.3 37.3

37.3 37.3

37.3

37.3

37.3

37.3

37.3 37.3

37.337.3 37.3 37.3

37.337.3 37.3

37.3

37.3

37.3

37.3

37.3

37.2

37.2

37.2

37.2

37.2

37.2

37.2

37.2 37.2

37.2 37.2

37.2 37.2

37.2

37.2

37.2

37.2

37.237.237.2

37.2

37.2

37.2 37.2

37.237.2

37.2 37.2

37.2 37.2

37.2 37.2

37.237.2

37.2

37.2

37.2

37.2

37.2

37.2

37.2

37.1

37.1

37.1

37.1

37.1

37.1

37.1 37.1

37.1

37.1

37.1

37.1 37.1

37.1

37.1

37.1

37.1

37.1

37.1

37.1

37.137.1

37.1 37.1

37.1 37.1

37.1

37.1

37.1

37.1

37.1

37.1

37.1

37.1

37.1

37.1

37.0

37.0

37.0 37.0

37.0

37.0

37.0 37.037.0

37.0 37.0

37.0 37.0

37.0

37.0 37.0

37.0

37.0 37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0 37.0

37.0

37.0

36.9

36.9

36.9

36.9

36.9

36.9

36.9

36.9

36.9

36.9 36.9

36.9

36.9

36.9

36.9

36.9

36.9

36.9

36.9

36.9

36.9 36.9

36.9

36.9

36.9

36.9

36.9

36.9

36.9

36.836.8

36.8

36.8

36.8

36.8

36.8

36.8

36.8

36.8 36.8

36.8

36.8 36.8

36.8

36.8

36.836.8

36.8 36.836.8

36.8 36.8

36.8

36.8

36.836.8

36.836.8

36.8 36.8

36.8

36.8 36.8

36.8

36.8

36.8

36.8

36.7

36.7

36.7

36.7 36.7

36.7 36.7

36.7

36.736.7

36.7

36.7

36.7

36.7

36.736.7

36.7 36.7

36.6 36.6

36.6

36.6

36.6

36.6

36.6

36.6

36.636.6

36.6

36.6

36.6 36.6

36.6

36.6 36.6

36.6

36.6

36.6

36.6

36.6

36.6

36.6 36.6

36.6

36.6

36.6

36.6

36.6

36.6

36.6 36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5 36.5

36.5

36.5

36.4

36.4 36.4 36.4

36.4

36.4 36.4

36.4

36.4

36.4 36.4

36.4 36.4

36.4

36.4

36.4

36.4

36.4 36.4

36.4

36.4

36.4 36.4

36.4

36.4

36.4

36.4 36.4

36.4 36.4

36.4 36.4

36.4

36.4

36.4

36.4

36.3

36.3 36.3 36.3

36.3

36.3 36.3

36.3

36.3

36.3

36.3

36.3

36.3

36.3

36.3

36.3

36.3

36.3

36.3

36.336.3

36.3

36.236.2

36.2

36.2

36.2 36.2

36.2 36.2

36.2 36.2

36.2 36.2

36.2

36.2

36.2

36.236.2

36.2

36.2

36.2

36.2

36.2

36.2

36.2 36.2

36.2

36.2

36.2

36.2

36.2

36.2

36.2

36.136.1 36.1

36.1

36.1

36.1 36.1

36.1

36.1 36.1

36.1

36.1

36.1 36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.1

36.0

36.0

36.0

36.0

36.0 36.036.0

36.0

36.036.0

36.0 36.0

36.0

36.0

36.0

36.0 36.0

36.0

36.0 36.0

36.0 36.036.036.0

36.0

35.9

35.9

35.9

35.9

35.9

35.9

35.9 35.9

35.9

35.9 35.9

35.9

35.9

35.9

35.9

35.9 35.9

35.9

35.9

35.9 35.9

35.9

35.9

35.9

35.8

35.8 35.835.8

35.8 35.8

35.835.8

35.8

35.8

35.8

35.8 35.8

35.8

35.835.835.8

35.8

35.8

35.8

35.8

35.8

35.8

35.8

35.7

35.7

35.7

35.7

35.7 35.7

35.7

35.7

35.7

35.7 35.7

35.7 35.7

35.7

35.7

35.7

35.7 35.7

35.7

35.7

35.7

35.7 35.735.7

35.7

35.7

35.6

35.6

35.6

35.6

35.635.6

35.6 35.6

35.6

35.635.6

35.6

35.6

35.6

35.5

35.5

35.5

35.5

35.5 35.5

35.5

35.5

35.5

35.535.5

35.5

35.5

35.5

35.5

35.5

.4

35.4

35.4

35.4

35.4

35.4 35.4

35.4 35.4

35.4

35.4

35.4

35.4

35.435.4 35.4

35.4

35.335.3

35.3

35.3

35.3

35.335.3

35.335.2

35.2

35.2 35.2

35.2

35.235.2 35.2

35.2

35.2

35.1

35.1

35.1

35.1

35.1 35.1

35.1

35.1

35.0

35.0

35.0

35.0 35.0

34.9

34.9

34.8 34.8

34.8

34.8

34.7

34.7

34.7

34.6

34.6

34.6

34.6

34.5 34.5

34.5

34.4 34.4

34.4

34.4 34.4

34.4

34.3

34.3

34.3 34.2

34.2 34.1

34.1

34.0

34.034.0

33.9

33.9

33.9

33.8

33.8

33.8

33.8

33.7

33.7

33.7

33.733.7

33.7

33.7

33.7

33.6

33.6 33.6

33.6 33.5

33.4

33.4

33.4

33.3

33.1

33.1

33.1 33.1

33.0

32.9

32.9

32.8 32.8

32.732.7

32.6

32.5

32.4

32.2

32.2

32.0

32.0

32.0

31.9

31.8

31.8

31.8

31.8

31.7

31.6

31.6

31.5

31.5

31.4

31.3

31.1

31.1

31.0

30.9

30.8

30.7

30.7

30.6

30.5

30.4

30.4

30.3

30.3

30.3

30.2

30.2

29.9

29.9

29.9

29.9

29.9 29.9

29.7

29.7

29.6

29.6

29.5

29.5 29.5

29.529.5

29.4

29.3 29.3

29.3

29.0

29.0

28.9 28.9

28.9

28.8

28.7 28.6

28.6

28.6

28.5

28.3

28.2

28.2

28.0 28.0

27.9

27.8

27.8

27.6

27.6

27.6 27.527.4

27.3

27.1

27.0

27.027.027.0

26.9

26.9

26.9

26.8

26.7

26.7

26.7

26.626.626.6

26.5

26.4

26.4

26.4

26.4

26.4

26.3

26.2

26.2

26.226.1

26.0 26.0

26.0

25.9

25.9

25.9

25.9

25.8

25.8

25.8

25.825.8

25.8

25.825.7

25.7

25.6

25.6

25.6

25.625.6

25.5

25.5

25.4

25.4

25.4

25.3

25.3

25.3

25.3

25.2

25.2 25.2

25.125.1

25.0

24.9 24.9

24.8

24.8

24.8

24.7

24.7

24.7

24.7

24.6

24.6

24.6

24.5

24.5

24.5

24.5

24.5

24.4

24.3 24.3 24.3

24.3

24.3

24.3

24.3

24.3

24.2

24.2 24.2

24.2

24.1

24.0

24.0

23.9

23.9

23.8

23.8

23.823.8

23.8

23.8 23.7

23.7

23.7

23.7

23.6

23.6

23.6

23.623.6

23.6

23.5

23.4

23.423.4 23.223.1

23.1

23.1

23.0

22.9

22.9

22.8

22.8

22.8 22.8

22.8

22.7

22.7

22.722.6

22.6 22.6

22.5

22.5

22.5

22.522.5

22.5

22.4 22.4

22.3

22.3

22.2

22.2

22.2

22.2

22.1

22.0

22.0

22.0

21.9

21.821.8

21.6

21.621.6

21.6

21.6

21.5 21.4

21.4

21.4

21.3

21.3

21.2

21.0

21.0 21.021.0

21.0

20.9

20.7

20.7

20.7

20.720.7

20.6

20.6

20.5 20.5

20.4

20.220.2 20.2

20.120.1

20.0 20.0

20.0

20.0 20.0

19.9

19.8 19.8

19.8

19.7

19.7

19.7 19.7

19.6

19.6

19.5

19.5

19.3

19.3

19.3

19.3

19.2

19.2

19.1

19.1

19.0

19.019.0

18.9

18.9

18.8 18.7

18.6

18.5

18.518.5

18.4

18.4

18.4

18.4 18.3 18.318.2

18.218.2 18.2

18.118.1 18.1

18.0

18.0

18.0

17.9 17.9

17.817.8

17.8

17.7

17.7

17.717.7

17.7 17.6

17.5

17.5

17.4

17.4

17.3

17.317.3

17.3

17.3

17.2

17.2

17.2

17.2

17.1

17.0

17.0 17.0

17.0

17.017.0

17.0

16.9

16.916.9 16.9

16.9

16.9

16.9

16.8

16.8

16.8

16.8

16.7 16.7

16.7

16.716.7

16.6

16.6

16.5

16.5

16.5

16.5 16.5

16.4 16.4

16.4

16.4

16.3 16.3

16.3

16.3

16.2 16.2

16.2

16.1

16.1

16.1 16.0

15.9

15.9

15.8

15.8 15.8

15.8

15.715.6

15.6

15.6

15.6 15.5

15.5

15.5 15.5

15.5

15.4

15.4

15.4

15.4

15.3

15.2

15.1

15.0

15.0

14.9 14.914.9

14.8

14.8 14.7

14.7 14.7

14.7

14.7

14.5 14.5

14.5 14.5

14.5 14.414.3

14.3

14.2

14.2

14.2

14.2 14.2

14.1 14.0

13.9

13.9

13.6

13.613.6 13.4

13.413.4 13.4

13.4

13.2

13.2

13.2

13.2

13.213.2

13.2 13.213.2

13.1

13.0 13.013.0

12.9

12.8 12.8

12.8 12.8

12.7

12.5

12.5

12.5

12.2

12.212.212.2

12.2

12.0

12.0

11.9

11.9

11.811.6

11.6 11.5

11.511.4

11.4

11.4

11.3

11.1

11.0

10.9

10.9

10.710.7

10.6

10.6

10.6 10.5 10.5

10.510.3

10.3

10.3

10.2

10.210.110.1

10.1

10.1

10.0

10.0

10.0 9.99.9 9.8

9.7 9.6

9.5 9.4

9.3

9.2 9.18.7

-35

-35

-35

-35 -35 -35

-35

-35

-35

-35

-35 -35

-35 -35 -35 -35

-35

-35

-35

-35

-35

-35

-35

-35

-35-35-35

-35 -35

-35 -35-35-35-35

-35-35 -35-35

-35-35 -35

-35-35 -35-35-35-35

-35-35

-35

-35

-35

-35

-35

-35

-35

-35 -35

-35

-35

25 JANUARY 2023

FLOOD

GREEN #5 W/LIGHT

23 JANUARY 2023

EBB

RED #4 W/LIGHT

400'0 200'

15C

15B

FROM STATION "RTK FIRE".

-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS

AND IS FOR ORIENTATION PURPOSES ONLY.

-AERIAL IMAGERY PROVIDED BY NOAA (2021)

CALCULATION PURPOSES.

-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME

-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.

MEDIAN CELL, SORTED TO A 45' INTERVAL.

-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'

USING VDATUM (VER. 4.0.1).

-MEAN LOWER LOW WATER IS 3.0-3.2 FEET BELOW NAVD88 AS DETERMINED

(MLLW) [EPOCH 1983-2001].

-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER

NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.

-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,

AND EM 1110-2-6056.

-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160

-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.

AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

PROJECT SPECIFIC NOTES:

AJD 10024

(NAVD 1988)12.98' ELEVATION:

BENCHMARK:

NSRS BENCHMARK

(PID:KV0006)B 5

(NAVD 1988)63.49'ELEVATION:

BENCHMARK:

LOCAL CONTROL DATA

(SPCS)

DEPARTMENT OF THE ARMY

FIELD CARTOGRAPHER

CIVIL ENGINEERING TECHNICIAN

LEAD CARTOGRAPHER

DEPUTY CHIEF OF SURVEY

DATES OF SURVEY:

FIELD BOOKS:

SCALE:

REQ. NO./FILE NO.:

NEW YORK DISTRICT

DATE:

NEW YORK, NEW YORK 10278

OPERATIONS DIVISION

SURVEYS AND MAPPING BRANCH

CENAN-OP-S

U.S. ARMY CORPS OF ENGINEERS

APPROVED:

APPROVED:

APPROVED:

APPROVED:

ONE INCH = 200 FT.

12-31 JANUARY 2023

5261/N1/N1

M. MCDERMOTT

M. FORTE

P. BAHDUR

J. MRAZ

3 FEBRUARY 2023

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

A P

P R

O V

E D

R E

C O

M M

E N

D E

D B

Y

C H

I E

F T

E C

H N

I C

A L

S U

P P

O R

T S

E C

T I O

N

M

IC

H A

E L

J O

S E

B A

C K

C H

IE

F

O

P E

R A

T

IO

N S

S U

P P

O R

T B

R A

N C

H

D E

S C

R

IP

T

IO

N D

A T

E D

E S

C R

IP

T

IO

N

D A

T E

T B

D

C O

N T

R A

C T

N O

N E

W Y

O R

K

W

Y O

R K

D I S

T R

I C

T

U .S

.A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A P

P R

O V

A L

D A

T E

A

P R

I L

Number:

Sheet

D R

E D

G

IN

G L

IM

IT

S

W

D S

B

S O

L I C

I T

A T

I O

N N

O

A P

R

D A

T E

F E

D E

R A

L N

A V

IG

A

T

IO

N P

R O

J E

C T

S E

G U

I N

E P

T

W A

R D

P T

O

U T

E R

B R

I D

G E

N E

W Y

O R

K

N E

W J

E R

S E

Y C

H A

N N

E L

S o f

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G P

K

U G

L S

T A

T T

E R

D R

A W

N B

Y

D

A R

N S

T E

IN

D E

S

IG

N E

D B

Y

R Y

A N

F E

R G

U S

O N

R E

V

IE

W E

D B

Y

O N

E I

N C

H

N A

S C

A L

E

R Y

A N

M

F E

R G

U S

O N

SHEET 4 OF 11

1 2 3 4 5 6 7 8 9 1110 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

H

J

K

G

L

M

P

3 4

2 4

0 4

6 4

8 4

.6

.3

.1

.0

0 4

.8

8 4

7 4

.5

.4

.4

.3

.1

.1

.9

.9

.9

.9

.9

.8

.8

8 4

.7

.7

.5

.4

.3

.2

.1

.1

.0

.0

.9

.8

.8

.8

.7

.6

.5

.5

.4

4 4

.1

.9

.9

.8

.8

.8

.8

8 4

.6

6 4

.5

.5

.4

.4

3 4

.0

.9

.9

.8

.7

6 4

.4

.4

.2

.2

.2

2 4

2 4

1 4

.9

.9

.9

9 3

.7

7 3

.4

.4

.4

.4

.4

.4

.3

.3

.3

3 3

3 3

.2

.2

2 3

.1

.1

1 3

.0

.0

.0

.9

.9

.9

.8

.8

.8

.6

.6

.6

6 3

.5

.5

.5

.5

.4

.4

.4

.4

.4

4 3

.3

.3

.3

.3

.2

.2

.1

.1

.1

.1

.1

.1

.0

.0

.0

.0

.9

.9

.9

.9

.9

9 3

.8

.8

.8

8 3

.7

.7

.7

.6

.6

.6

.5

.5

5 3

.4

4 3

.3

.3

.3

.3

.1

.1

1 3

.0

.0

.9

.9

.9

.9

.7

.6

.6

.4

.3

.3

.2

.2

.1

.1

.0

.0

.0

.9

.9

.9

.9

.8

.8

.7

.7

.7

.6

.5

.4

.4

.4

.2

.2

.2

.0

.7

.5

.4

.4

.4

.0

.0

.7

.4

.1

5 3

.2

.0

.8

7 3

7 3

.5

1 3

.0

.4

.6

.5

.5

.2

.2

.2

.0

.8

3 1

.3

.2

2 1

.9

.6

4 1

.9

.8

.6

.5

.4

.2

.6

4 1

.5

.5

.2

.4

.9

7 1

.2

.1

0 8

5-

5 -

5 -

5 -

5 -

5 -

5 -

-3

-3

-3

-3 5 -

5 -

25 JANUARY 2023

FLOOD

RED #2 W/LIGHT

400'0 200'

M A

T C

H T

O S

H E

E T

15A1

15A2

S14

14A

FROM STATION "RTK FIRE".

-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS

AND IS FOR ORIENTATION PURPOSES ONLY.

-AERIAL IMAGERY PROVIDED BY NOAA (2021)

CALCULATION PURPOSES.

-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME

-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.

MEDIAN CELL, SORTED TO A 45' INTERVAL.

-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'

USING VDATUM (VER. 4.0.1).

-MEAN LOWER LOW WATER IS 3.0-3.2 FEET BELOW NAVD88 AS DETERMINED

(MLLW) [EPOCH 1983-2001].

-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER

NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.

-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,

AND EM 1110-2-6056.

-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160

-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.

AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

PROJECT SPECIFIC NOTES:

AJD 10024

(NAVD 1988)12.98' ELEVATION:

BENCHMARK:

NSRS BENCHMARK

(PID:KV0006)B 5

(NAVD 1988)63.49'ELEVATION:

BENCHMARK:

LOCAL CONTROL DATA

S P C

CIVIL ENGINEERING TECHNICIAN

LEAD CARTOGRAPHER

DEPUTY CHIEF OF SURVEY

DATES OF SURVEY:

FIELD BOOKS:

SCALE:

REQ. NO./FILE NO.:

NEW YORK DISTRICT

DATE:

NEW YORK, NEW YORK 10278

OPERATIONS DIVISION

SURVEYS AND MAPPING BRANCH

CENAN-OP-S

U.S. ARMY CORPS OF ENGINEERS

APPROVED:

APPROVED:

APPROVED:

APPROVED:

ONE INCH = 200 FT.

12-31 JANUARY 2023

5261/N1/N1

M. MCDERMOTT

M. FORTE

P. BAHDUR

J. MRAZ

3 FEBRUARY 2023

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

A P

P R

O V

E D

R E

C O

M M

E N

D E

D B

Y

C H

I E

F T

E C

H N

I C

A L

S U

P P

O R

T S

E C

T I O

N

M

IC

H A

E L

J O

S E

B A

C K

C H

IE

F

O

P E

R A

T

IO

N S

S U

P P

O R

T B

R A

N C

H

D E

S C

R

IP

T

IO

N D

A T

E D

E S

C R

IP

T

IO

N

D A

T E

T B

D

C O

N T

R A

C T

N O

N E

W Y

O R

K

W

Y O

R K

D I S

T R

I C

T

U .S

.A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A P

P R

O V

A L

D A

T E

A

P R

I L

Number:

Sheet

D R

E D

G

IN

G L

IM

IT

S

W D

S B

S O

L I C

I T

A T

I O

N N

O

A P

R

D A

T E

F E

D E

R A

L N

A V

IG

A

T

IO

N P

R O

J E

C T

S E

G U

I N

E P

T

W A

R D

P T

O

U T

E R

B R

I D

G E

N E

W Y

O R

K

N E

W J

E R

S E

Y C

H A

N N

E L

S o f

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G P

K

U G

L S

T A

T T

E R

D R

A W

N B

Y

D

A R

N S

T E

IN

D E

S

IG

N E

D B

Y

R Y

A N

F E

R G

U S

O N

R E

V

IE

W E

D B

Y

O N

E I

N C

H

N A

S C

A L

E

R Y

A N

M

F E

R G

U S

O N

SHEET 5 OF 11

1 2 3 4 5 6 7 8 9 1110 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

H

J

K

G

L

M

N

P

35ft.+2ft. OD MLLW

SHOAL 1 -

43.5

43.4

43.3

43.1

43.1

43.1

43.0

43.0

42.9

42.9

42.8

42.8

42.7

42.7

42.7

42.7

42.6

42.6

42.5

42.5

42.4

42.4

42.4

42.4

42.4

4 4

42.3

42.3

42.3

42.3

42.2

42.1

42.1

42.1

42.1

41.9

41.9

41.9

41.9

41.9

41.7

41.7

41.6

41.6

5 4

41.4

1 4

41.0

40.9

40.9

40.8

40.8

40.8

40.7

40.6

40.6

40.6

40.5

40.4

40.3

40.2

40.2

40.2

40.1

40.1

40.1

40.0

39.9

39.9

39.8

39.8

39.8

39.8

39.8

39.8

39.7

39.7

39.7

39.6

39.6

39.6

39.6

39.5

39.4

39.4

39.2

39.2

39.1

39.1

39.1

39.1

39.1

1 3

39.0

39.0

38.9

38.9

38.9

38.8

38.8

38.8

38.8

38.8

38.7

38.7

38.7

38.6

38.6

38.6

38.4

38.4

38.4

38.4

4 3

38.3

38.2

38.2

2 3

38.1

38.1 38.1

38.1

38.1

38.1

38.0

38.0

38.0

37.9

7 3

37.6

37.6

37.6

6 3

37.5

5 3

37.4

4 3

37.3

37.2

37.2

1 3

37.0

36.9

36.9

36.9

36.9

36.9

36.9

36.8

36.8

36.8

7 3

36.7

36.6

36.5

36.5

3 3

3 3

3 3

36.2

36.2

36.2

36.1

1 3

35.9

35.8

8 3

35.7

35.7

35.7

7 3

7 3

35.6

35.6

35.6

35.6

6 3

35.5

5 3

5 3

5 3

35.4

4 3

2 3

35.1

35.1

34.5

4 3

34.4

4 3

34.3

34.1

34.1

34.0

34.0

33.9

33.7

33.5

33.5

33.4

33.4

33.4

33.1

33.1

32.9

32.9

6 3

6 3

6 3

32.2

32.2

32.2

7 3

5 3

31.5

5 3

31.4

2 3

2 3

30.9

30.5

30.4

30.2

30.2

30.0

29.9

29.8

29.5

29.0

28.9

28.7

28.7

28.6

28.3

28.2

28.0

27.7

27.5

27.3

27.2

27.2

27.1

27.0

26.9

26.9

26.8

26.3

25.1

24.4

23.8

23.8

6 2

23.6

23.6

23.5

23.4

23.2

23.2

23.1

23.0

22.9

22.6

21.8

21.5

20.5

20.3

0 1

4 1

9 1

3 5

5 -

5 -

5 -

-3

5-

-35

-35

-35

-35

-35

-35

-35

-35

5 -

-35

18 JANUARY 2023

FLOOD

NUN #60

400'0 200'

M A

T C

H T

O S

H E

T

S14

S13C

13A

1A CO

2A CO

12A

S12C

S13B

S12B

FROM STATION "RTK FIRE".

-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS

AND IS FOR ORIENTATION PURPOSES ONLY.

-AERIAL IMAGERY PROVIDED BY NOAA (2021)

CALCULATION PURPOSES.

-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME

-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.

MEDIAN CELL, SORTED TO A 45' INTERVAL.

-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'

USING VDATUM (VER. 4.0.1).

-MEAN LOWER LOW WATER IS 3.0-3.2 FEET BELOW NAVD88 AS DETERMINED

(MLLW) [EPOCH 1983-2001].

-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER

NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.

-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,

AND EM 1110-2-6056.

-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160

-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.

AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

PROJECT SPECIFIC NOTES:

AJD 10024

(NAVD 1988)12.98' ELEVATION:

BENCHMARK:

NSRS BENCHMARK

(PID:KV0006)B 5

(NAVD 1988)63.49'ELEVATION:

BENCHMARK:

LOCAL CONTROL DATA

(SPCS)

CIVIL ENGINEERING TECHNICIAN

LEAD CARTOGRAPHER

DEPUTY CHIEF OF SURVEY

DATES OF SURVEY:

FIELD BOOKS:

SCALE:

REQ. NO./FILE NO.:

NEW YORK DISTRICT

DATE:

NEW YORK, NEW YORK 10278

OPERATIONS DIVISION

SURVEYS AND MAPPING BRANCH

CENAN-OP-S

U.S. ARMY CORPS OF ENGINEERS

APPROVED:

APPROVED:

APPROVED:

APPROVED:

ONE INCH = 200 FT.

12-31 JANUARY 2023

5261/N1/N1

M. MCDERMOTT

M. FORTE

P. BAHDUR

J. MRAZ

3 FEBRUARY 2023

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

A P

P R

O V

E D

R E

C O

M M

E N

D E

D B

Y

C H

I E

F T

E C

H N

I C

A L

S U

P P

O R

T S

E C

T I O

N

M

IC

H A

E L

J O

S E

B A

C K

C H

IE

F

O

P E

R A

T

IO

N S

S U

P P

O R

T B

R A

N C

H

D E

S C

R

IP

T

IO

N D

A T

E D

E S

C R

IP

T

IO

N

D A

T E

T B

D

C O

N T

R A

C T

N O

N E

W Y

O R

K

W

Y O

R K

D I S

T R

I C

T

U .S

.A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A P

P R

O V

A L

D A

T E

A

P R

I L

Number:

Sheet a n d N

O A

A C

H A

R T

L O

C A

T I O

N M

A P

D

E T

A I L

S H

E

W

D

S B

S O

L I C

I T

A T

I O

N N

O

A P

R

D A

T E

F E

D E

R A

L N

A V

IG

A

T

IO

N P

R O

J E

C T

S E

G U

I N

E P

T

W A

R D

P T

O

U T

E R

B R

I D

G E

N E

W Y

O R

K

N E

W J

E R

S E

Y C

H A

N N

E L

S o f

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G P

K

U G

L S

T A

T T

E R

D R

A W

N B

Y

D

A R

N S

T E

IN

D E

S

IG

N E

D B

Y

R Y

A N

F E

R G

U S

O N

R E

V

IE

W E

D B

Y

O N

E I

N C

H

N A

S C

A L

E

R Y

A N

M

F E

R G

U S

O N

SHEET 6 OF 11

1 2 3 4 5 6 7 8 9 1110 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

H

J

K

G

L

M

N

P

35ft.+2ft. OD MLLW

SHOAL 3 -

35ft.+2ft. OD MLLW

SHOAL 2 -

35ft.+2ft. OD MLLW

SHOAL 2 -

35ft.+2ft. OD MLLW

SHOAL 3 -

1 4

9 3

8 3

1 3

37.0

36.9

8 3

36.8

36.7

36.6

36.6

36.6

36.6

5 3

36.5

36.5

4 3

36.4

36.3

36.3

36.3

36.3

36.2

36.2

36.2

36.1

36.1

36.1

36.1

36.0

36.0

36.0

36.0

35.9

35.9

35.9

35.8

35.7

35.7

35.7

35.7

35.7

35.7

35.5

35.4

35.4

35.4

35.4

35.2

35.2

35.1

34.9

34.8 34.8

34.7

34.2

34.1

33.3

33.1

32.8

32.8

32.7

32.6

32.5

32.3

32.2

32.2

32.2

32.2

32.1

32.1

32.1

32.1

32.1

32.0

32.0

32.0

32.0

32.0

32.0

31.9

31.9

31.9

31.9

31.9

31.9

31.8

31.7

31.7

31.7

31.7

31.6

31.6 31.6

31.6

31.6

31.5

31.5

31.5

31.5

31.5

31.5

31.5

31.4

31.4

26.5

25.8

24.6

24.4

3 2

24.2

24.1

24.0

24.0

23.4

22.0

21.6

21.4

21.4

21.3

20.6

20.5

19.9

19.4

18.1

14.7

14.4

14.4

14.3

14.2

12.8

12.6

12.5

12.2

10.8

10.5

10.1

10.0

9.8

9.8

9.7

9.6 9

9.4

9.3

5-

5-

5-

-35

-35

-35

20 JANUARY 2023

RED BEACON #58

23 JANUARY 2023

FLOOD

RED #56 W/LIGHT

23 JANUARY 2023

EBB

GREEN #55 W/LIGHT

25 JANUARY 2023

EBB

GREEN/RED JUNCTION "W"

20 JANUARY 2023

EBB

GREEN #53 W/LIGHT

20 JANUARY 2023

EBB

RED NUN #54

20 JANUARY 2023

RED BEACON #52

400'0 200'

M A

T C

H T

O S

H E

E T

S12B

S11 S10-1

11A X3

10A1

X2

9A1

S9-1

FROM STATION "RTK FIRE".

-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS

AND IS FOR ORIENTATION PURPOSES ONLY.

-AERIAL IMAGERY PROVIDED BY NOAA (2021)

CALCULATION PURPOSES.

-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME

-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.

MEDIAN CELL, SORTED TO A 45' INTERVAL.

-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'

USING VDATUM (VER. 4.0.1).

-MEAN LOWER LOW WATER IS 3.0-3.2 FEET BELOW NAVD88 AS DETERMINED

(MLLW) [EPOCH 1983-2001].

-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER

NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.

-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,

AND EM 1110-2-6056.

-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160

-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.

AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

PROJECT SPECIFIC NOTES:

AJD 10024

(NAVD 1988)12.98' ELEVATION:

BENCHMARK:

NSRS BENCHMARK

(PID:KV0006)B 5

(NAVD 1988)63.49'ELEVATION:

BENCHMARK:

LOCAL CONTROL DATA

S P

C

CIVIL ENGINEERING TECHNICIAN

LEAD CARTOGRAPHER

DEPUTY CHIEF OF SURVEY

DATES OF SURVEY:

FIELD BOOKS:

SCALE:

REQ. NO./FILE NO.:

NEW YORK DISTRICT

DATE:

NEW YORK, NEW YORK 10278

OPERATIONS DIVISION

SURVEYS AND MAPPING BRANCH

CENAN-OP-S

U.S. ARMY CORPS OF ENGINEERS

APPROVED:

APPROVED:

APPROVED:

APPROVED:

ONE INCH = 200 FT.

12-31 JANUARY 2023

5261/N1/N1

M. MCDERMOTT

M. FORTE

P. BAHDUR

J. MRAZ

3 FEBRUARY 2023

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

A P

P R

O V

E D

R E

C O

M M

E N

D E

D B

Y

C H

I E

F T

E C

H N

I C

A L

S U

P P

O R

T S

E C

T I O

N

M

IC

H A

E L

J O

S E

B A

C K

C H

IE

F

O

P E

R A

T

IO

N S

S U

P P

O R

T B

R A

N C

H

D E

S C

R

IP

T

IO

N D

A T

E D

E S

C R

IP

T

IO

N

D A

T E

T B

D

C O

N T

R A

C T

N O

N E

W Y

O R

K

W

Y O

R K

D I S

T R

I C

T

U .S

.A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A P

P R

O V

A L

D A

T E

A

P R

I L

Number:

Sheet a n d N

O A

A C

H A

R T

L O

C A

T I O

N M

A P

D

E T

A I L

S H

E

W

D S

B

S O

L I C

I T

A T

I O

N N

O

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 .