Plans_AM0002.pdf

PDF 5 MB Posted Aug 21, 2025

Attached to: Maintenance Dredging of Sandy Hook Channel, New York Harbor, Federal Navigation Project
Solicitation number: W912DS25BA009
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Aug 21, 2025

This document is a solicitation for a maintenance dredging project for the Sandy Hook Channel in New York Harbor, issued by the US Army Corps of Engineers New York District. The project involves dredging three potential areas (Base, Option 1, and Option 2) within the Sandy Hook Channel, with a total planned dredging volume dependent on which options are exercised. The primary placement site for dredged material is the Sea Bright Offshore Borrow Area (SBOBA), with backup placement sites designated as Lot K and Lot J.

The solicitation includes detailed technical specifications, including survey data, channel coordinates, and precise dredging requirements. The project has specific environmental and operational constraints, such as avoiding seabeach amaranth plants, respecting National Park Service (NPS) and U.S. Coast Guard property boundaries, and maintaining historical contributing resources. The solicitation number is W912DS25BA009, with an issue date of June 2025 and an approval date of 31 July 2025. Dredging surveys are planned for 23, 24, and 26 September 2024, with landside mobilization for stockpile placement scheduled for late October, pending NPS confirmation of the specific date.

View the file

Other files

File	Type	Posted
Bid Abstract Form_W912DS25BA009.pdf	PDF	Sep 5, 2025
Specifications_AM0003.pdf	PDF	Aug 28, 2025
Plans_AM0003.pdf	PDF	Aug 28, 2025
Solicitation Amendment W912DS25BA0090003 SF 30(b).pdf	PDF	Aug 28, 2025
Solicitation Amendment W912DS25BA0090002 SF 30.pdf	PDF	Aug 21, 2025
Additional RFIs.pdf	PDF	Aug 21, 2025
RFIs.pdf	PDF	Aug 18, 2025
Technical Specifications_AM0001.pdf	PDF	Aug 18, 2025
Solicitation Amendment W912DS25BA0090001 SF 30(a).pdf	PDF	Aug 18, 2025
Specifications_00 90 02_AM0001.pdf	PDF	Aug 18, 2025
Specifications_01 11 00_AM0001.pdf	PDF	Aug 18, 2025
Attachment J SHC 2017 Grain Size Analysis Full Report.pdf	PDF	Jul 25, 2025
2 - SHC25 Plans.pdf	PDF	Jul 25, 2025
Technical Specifications.pdf	PDF	Jul 24, 2025
Solicitation - W912DS25BA009.pdf	PDF	Jul 24, 2025

Show all 15

On GovTribe

Work with this file

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

D E

P A

R T

M E

N T

O F

T H

E A

R M

11 12 13 14 15 16 17 18 19 20

1 2 3 4 5 6 7 8 9 10

P R

O J E

C T

E N

E E

P R

O J E

C T

E N

E E

C H

I E

T E

C H

N I C

A L

S U

P P

O R

T S

E C

T I O

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

D A

T E

S O

F S

U R

V E

L D

B O

O K

S C

A L

S O

L I C

I T

A T

I O

N E

W Y

O R

K D

I S

T R

I C

D A

T E

N E

W Y

O R

N E

W Y

O R

O P

E R

A T

I O

N S

D I V

I S

I O

T E

C H

N I C

A L

S U

P P

O R

T S

E C

T I O

C E

N A

N O

P S

U .S

R M

Y C

O R

P S

O F

E N

G I N

E E

R S

A P

P R

O V

E D

A P

P R

O V

E D

R E

W E

D E

S I G

N E

SHEET ID

C O

N T

R A

C T

N O

A P

P R

O V

A L

D A

T E

U L

C O

V E

R S

H E

E T

N D

E X

J U

L Y

T B

W D

S B

O N

S A

N D

Y H

O O

K C

H A

N N

E L

W Y

O R

K H

A R

B O

M A

E N

A N

C E

D R

E D

F E

R G

U S

O N

R F

A L

L A

R M

M O

S E

B A

C K

G-001

PLACEMENT SITE(S)

DESIGNATED STOCKPILE

C-102

MAP

DREDGING AREAS AND SOUNDING

C-101

PROJECT SITE PLAN & NOTESG-101

COVER SHEET & INDEXG-001

TITLESHEET NUMBER

INDEX OF DRAWINGS

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

MAINTENANCE DREDGING

NEW YORK HARBOR

SANDY HOOK CHANNEL, NJ

FEDERAL NAVIGATION PROJECT

W912DS25BA009

TBD

JUNE 2025

NEW YORK DISTRICT

of Engineers

US Army Corps

NOT TO SCALE

TYPICAL DREDGING SECTION

ATLANTIC OCEAN

PROJECT VICINITY MAP

NEW JERSEY

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

D E

P A

R T

M E

N T

O F

T H

E A

R M

11 12 13 14 15 16 17 18 19 20

1 2 3 4 5 6 7 8 9 10

P R

O J E

C T

E N

E E

P R

O J E

C T

E N

E E

C H

I E

T E

C H

N I C

A L

S U

P P

O R

T S

E C

T I O

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

D A

T E

S O

F S

U R

V E

L D

B O

O K

S C

A L

S O

L I C

I T

A T

I O

N E

W Y

O R

K D

I S

T R

I C

D A

T E

N E

W Y

O R

N E

W Y

O R

O P

E R

A T

I O

N S

D I V

I S

I O

T E

C H

N I C

A L

S U

P P

O R

T S

E C

T I O

C E

N A

N O

P S

U .S

R M

Y C

O R

P S

O F

E N

G I N

E E

R S

A P

P R

O V

E D

A P

P R

O V

E D

R E

W E

D E

S I G

N E

SHEET ID

C O

N T

R A

C T

N O

A P

P R

O V

A L

D A

T E

U L

P R

O J E

C T

S I T

E P

L A

N A

N D

N O

L Y

T B

W D

S B

O N

S A

N D

Y H

O O

K C

H A

N N

E L

W Y

O R

K H

A R

B O

M A

E N

A N

C E

D R

E D

I N

C H

E E

F E

R G

U S

O N

R F

A L

L A

R M

M O

S E

B A

C K

G-101 https://www.charts.noaa.gov/InteractiveCatalog/nrnc.shtml

NOAA ELECTRONIC CHARTS ARE AVAILABLE TO DOWNLOAD AT:

SANDY HOOK CHANNEL CAN BE FOUND ON NOAA CHART: US5NYCAG17.

USACE AND NPS.

DESIGNATED STOCKPILE PLACEMENT SITE(S) ARE AT THE DISCRETION OF16.

OPTION - STOCKPILE PLACEMENT.

APPROXIMATELY15,000 CY SHALL BE DEPENDENT ON THE EXERCISE OF

ALL DREDGED MATERIAL IS PERMITTED. STOCKPILE PLACEMENT OF

ONLY PLACEMENT AT SEA BRIGHT OFFSHORE BORROW AREA (SBOBA) FOR15.

FROM STATION "SIMPSON 2 RM3".

THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS14.

ORIENTATION PURPOSES ONLY.

AERIAL IMAGERY PROVIDED BY NJGIN (2020) AND IS FOR13.

CALCULATION PURPOSES.

THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME12.

CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.11.

SORTED TO A 60' INTERVAL.

SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, 10.

(VER 4.6.1).

MEAN HIGH WATER IS 2.0 FEET ABOVE NAVD88 DETERMINED USING VDATUM 9.

(VER 4.6.1).

MEAN LOW WATER IS 2.6 FEET BELOW NAVD88 DETERMINED USING VDATUM 8.

VDATUM (VER 4.6.1).

MEAN LOWER LOW WATER IS 2.8 FEET BELOW NAVD88 DETERMINED USING 7.

WATER (MLLW) [EPOCH 1983-2001].

SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW 6.

NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.

COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,5.

AND EM 1110-2-6056.

THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-81604.

STANDARDS.

THE TOPOGRAPHIC DATA ON THIS MAP MEET EM 1110-1-1005 ACCURACY 3.

STANDARDS.

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

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 OF1.

GENERAL PROJECT NOTES

CHANNEL COORDINATES

644214.0000

641471.0000

641463.9762

647557.0000

655317.0000

655333.0000

650574.0000

650593.0000

647833.0000

647832.0000

644232.0000

575677.0000

574003.0000

570471.0138

567172.0000

567157.0000

576156.0000

576165.0000

586144.0000

586150.0000

585670.0000

585676.0000

POINT IDNORTHING EASTING

ZONE 2900, NEW JERSEY, U.S. FEET)

(U.S. STATE PLANE, NAD 83,

SEA BRIGHT OFFSHORE BORROW AREA (SBOBA)

SBOBA NOTES

PROJECT SITE PLAN

(BASE)

(OPTION 1)

(OPTION 2)

647157.0000

648156.0000

647437.0000

647157.0000

581308.0167

585250.0000

585670.6583

585671.1250

ZONE 2900, NEW JERSEY, U.S. FEET)

(U.S. STATE PLANE, NAD 83,

SBOBA PLACEMENT SITE

POINT IDNORTHING EASTING

567483.0161

572735.0157

573082.0152

571517.0145

574032.0149

575355.0161

575453.0159

575147.0160

577042.5711

579153.0148

582517.0157

653751.0074

642071.0087

642874.0083

652332.0084

648370.0083

651164.0081

648167.0090

647265.0086

644389.1641

649064.0085

649352.0090

NORTHINGEASTING

ZONE 2900, NEW JERSEY, U.S. FEET)

(U.S. STATE PLANE, NAD 83,

MAGNETIC ANOMALIES COORDINATES

CULTURAL RESOURCES LEGEND

FEATURES

POSITIVE RELIEF

PALEOCHANNEL &

MAGNETIC ANOMALIES

NOT BE PLACED WITHIN 250' OF

NOTE 2: DREDGE MATERIAL SHALL

FEATURE

PALEOCHANNEL & POSITIVE RELIEF

NOT BE PLACED WITHIN THE

NOTE 1: DREDGE MATERIAL SHALL

AVOIDANCE AREA

MAGNETIC ANOMALIES

MORE DREDGED MATERIAL TRANSPORT GUIDANCE.

DREDGED MATERIAL TRANSPORT, PLACEMENT AND MONITORING" FOR

PLEASE REFER TO SPECS SECTION 35 20 23.10 18 "SBOBA2

BORROW AREA (SBOBA).

APPROXIMATELY 5 NAUTICAL MILES TO SEA BRIGHT OFFSHORE1.

SBOBA HAUL ROUTE

POINT IDNORTHINGEASTING POINT IDNORTHINGEASTING

SANDY HOOK CHANNEL

NEW YORK HARBOR

POL-S2-S3

SMR

617368.809

620740.198

621034.057

623422.342

628305.822

631024.938

636325.933

653419.855

653910.010

634955.797

634149.520

628066.874

622409.718

620987.471

617393.818

598583.370

597620.989

597537.106

598513.770

600510.819

601108.101

599913.443

586659.322

587291.476

601988.014

602613.176

601277.328

598963.893

598382.280

599408.107

(BACK-UP)

AREA B

AREA C

LOT K

LOT J

(PRIMARY)

NATIONAL RECREATION AREA

SANDY HOOK GATEWAY

NATIONAL PARK SERVICE

PROPERTY

GUARD

U.S. COAST

RESOURCES

CONTRIBUTING

HISTORIC

AREA A

SEE SHEET C-102 FOR STOCKPILE PLACEMENT INFORMATION

500'0 250'

P C

CHANNEL TOE

OFFSET FROM

70 FT PARALLEL LINE

CHANNEL TOE

OFFSET FROM

45 FT PARALLEL LINE

PRISM

CHANNEL

CENTERLINE

CHANNEL

PROJECT SITE

SHOALS TO BE DREDGED (BASE/OPTION CLIN)

SOUNDING

35' CONTOUR

CHANNEL TOE S3

+6 .7

-35

P L

A C

E M

E N

T S

A B

D 1 2

JERSEY

NEW

SANDY HOOK CHANNEL

SBOBA

SANDY HOOK

DO NOT DISTURB

NAVIGATION AID

CHANNEL POINT ID

DESIGNATED STOCKPILE PLACEMENT SITE(S)

MLLW

DEPTH

PROJECT

35'

OVERDEPTH

2' ALLOWABLE

VARIES

PROJECT LEGEND

RED #12 W/ LIGHT

EBB

23 SEPTMEBER 2024

GREEN #11 W/LIGHT

EBB

23 SEPTMEBER 2024

GREEN #13 W/LIGHT

EBB

23 SEPTMEBER 2024

RED #14 W/LIGHT

EBB

23 SEPTMEBER 2024

-35

M L L

69.0

68.8

68.7

68.6

68.5

68.4

68.3

68.2

68.1

68.0

67.9

67.8

67.7

67.6

67.5

67.4

67.3

67.2

67.1

67.0

66.9

66.8

66.8 66.8

66.7

66.6

66.5

66.4

66.4 66.4

66.3

66.2

66.0

65.9

65.9 65.9 65.9

65.9

65.8

65.8 65.8

65.8

65.7

65.6

65.5

65.4

65.4 65.4

65.4

65.3

65.3 65.3

65.3

65.2

65.2 65.2

65.1

65.0

65.0 65.0

65.0

64.9

64.8

64.7

64.6

64.6 64.6

64.5

64.4

64.3

64.2

64.1

64.1 64.1

64.1

64.0

63.9

63.9 63.9

63.9

63.8

63.7

63.6

63.5

63.4

63.3

63.2

63.1

63.0

62.9

62.8

62.7

62.6

62.5

62.5 62.5

62.5

62.4

62.4 62.4

62.4

62.3

62.3 62.3

62.3

62.2

62.2 62.2

62.2

62.1

62.0

62.0 62.0

61.9

61.8

61.8 61.8

61.8

61.7 61.7

61.7

61.6

61.6 61.6

61.6

61.5

61.4

61.3

61.2

61.1

61.0

60.9

60.8

60.7

60.6

60.5

60.4

60.4 60.4

60.4

60.3

60.3 60.3

60.3

60.2

60.1

60.0

59.9

59.8

59.7

59.6

59.5

59.4

59.3

59.2

59.2 59.2

59.2

59.1

59.1 59.1

59.1

59.0

58.9

58.8

58.7

58.7 58.7

58.7

58.7 58.7

58.7

58.6

58.5

58.5 58.5

58.5

58.4

58.3

58.2

58.1

58.0

57.9

57.8

57.7

57.6

57.5

57.4

57.4 57.4

57.3 57.3

57.3

57.2

57.1

57.1 57.1

57.1

57.0 57.0

57.0

56.9

56.8

56.8 56.8

56.7

56.5 56.5

56.4

56.4 56.4

56.4

56.3

56.2

56.1

56.0

56.0 56.0

55.9

55.8

55.7

55.6

55.5

55.4

55.3

55.2

55.1

55.0 55.0

55.0

54.9

54.8

54.7

54.6

54.5

54.4

54.4 54.4

54.4

54.3

54.2

54.1

54.0

53.9

53.8

53.7 53.7

53.7

53.6

53.5

53.4

53.3

53.2

53.1

53.0

52.9

52.8

52.7

52.6

52.5

52.4

52.4 52.4

52.4

52.3

52.2

52.1

52.0

51.9

51.8

51.7

51.6

51.5

51.4 51.4

51.4

51.3

51.2

51.1

51.1 51.1

51.1

51.0

50.9

50.8

50.8 50.8

50.7

50.6

50.5

50.4

50.3

50.2

50.1

50.0

50.0 50.0

50.0

49.9

49.9 49.9

49.8

49.7

49.7 49.7

49.7

49.6

49.5

49.4

49.4 49.4

49.3

49.2

49.1

49.0

49.0 49.0

49.0

48.9

48.8

48.7

48.6

48.6 48.6

48.6

48.5

48.4

48.3 48.3

48.2

48.1

48.0

48.047.9

47.9

47.9 47.9

47.9

47.8

47.8 47.8

47.8

47.7 47.7

47.7

47.6

47.5

47.5 47.5

47.5

47.4

47.3

47.2

47.1

47.1 47.1

47.1

47.0

47.0 47.0

46.9

46.8

46.7

46.6

46.5

46.4

46.3

46.2

46.1

46.1 46.1

46.1

46.0

45.9

45.8

45.7

45.7 45.7

45.7

45.6

45.5

45.4

45.3

45.3 45.3

45.3

45.2

45.1

45.0

44.9

44.9 44.9

44.9

44.9 44.8

44.8

44.7 44.7

44.7

44.6

44.5

44.4

44.3

44.2

44.1

44.1 44.0

44.0

43.9

43.8

43.8 43.8

43.8

43.7

43.6

43.5

43.4

43.3

43.2

43.1

43.0

42.9

42.8

42.6

42.5

42.4

42.3

42.2

42.0

41.9

41.9 41.9

41.9

41.9 41.9

41.8

41.8 41.7

41.7

41.6 41.6

41.5

41.5 41.4

41.4

41.3

41.2 41.2

41.2

41.0

40.9 40.9

40.8

40.7

40.5

40.5 40.5

40.3

40.2

40.2 40.1

40.0

40.0 40.0

39.9

39.8

39.7

39.6

39.5

39.4

39.3

39.2

38.9 38.8

38.8

38.7

38.6

38.5

38.4

38.3

38.2

38.1

38.0

37.9

37.9 37.9

37.8

37.7

37.6

37.5

37.5 37.5

37.5

37.4

37.3

37.2

37.1

37.0

37.036.9

36.9

36.8

36.7

36.6

36.5

36.4

36.3

36.3 36.2

36.2

36.1

36.0

35.6

35.5

35.4

35.1

35.0 34.9

34.9

34.8

34.7

34.4

34.3 34.0

34.0

33.9

33.8

33.6

33.5

33.4

32.6

32.5

32.3

31.9

31.8

31.7

31.6

31.4

31.0

30.7

30.6

30.5

30.2

30.1 30.1

30.0

29.7 29.6

29.4

29.1

28.8

28.6

28.4

28.3

28.2

27.9 27.5

27.5

27.4

27.3 27.0

26.9

26.8

26.7

26.6

26.4

26.3

26.2

25.7

25.6

25.4

25.2

25.1

25.1 24.9

24.9

24.6

24.2

24.1

24.0

23.9

23.8 23.7

23.5

23.4

23.3

23.1

22.9

22.8

22.4

22.3

22.2

21.9

21.8

21.7

21.6

21.3

21.2

21.0

20.9

20.3

20.1

20.0

19.9 19.8

19.7

19.6

19.4

19.3

19.3 19.3

19.3

18.9

18.7

18.4

18.1

17.9

17.5

17.4

17.0

16.8

15.9

15.8

15.2

15.0

14.8

14.7 14.5

14.1 14.1

13.8

12.9 12.9

12.4

12.2

11.8

11.7

11.3

11.2 10.6

10.6

9.7

9.6

9.5 9.5

9.2

9.1

8.9

8.7

8.2

7.2

6.9

6.4

6.3

5.2

4.1

4.0

3.8

3.2

3.1

+2.1

+2.7

+3.0

+3.1

+3.3

+3.4

+3.7

+4.3

+4.4

+4.5

+4.7

+5.6

+5.9

+6.0

+6.1

+6.2

+6.3

+6.4

+6.5

+6.6

+6.7 +6.7

+6.8

+7.2

+7.3

+7.5

+7.6

+7.7

+7.8

+7.9

+8.0

+8.2

+8.3

+8.4

+8.5

+8.6

+8.7

+8.8

+8.9

+9.0

+9.2

+9.8 +9.9

+10.0

+10.1

+10.3

+10.4

+10.5

+11.6

+11.9

+13.3

+13.8

+13.9

+14.0

+14.8

+15.5

+16.1

P C

400'0 200'

OF ENGINEERS

US ARMY CORPS

D E

P A

R T

M E

N T

O F

T H

E A

R M

11 12 13 14 15 16 17 18 19 20

1 2 3 4 5 6 7 8 9 10

P R

O J E

C T

E N

E E

P R

O J E

C T

E N

E E

C H

I E

T E

C H

N I C

A L

S U

P P

O R

T S

E C

T I O

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

D A

T E

S O

F S

U R

V E

L D

B O

O K

S C

A L

S O

L I C

I T

A T

I O

N E

W Y

O R

K D

I S

T R

I C

D A

T E

N E

W Y

O R

N E

W Y

O R

O P

E R

A T

I O

N S

D I V

I S

I O

T E

C H

N I C

A L

S U

P P

O R

T S

E C

T I O

C E

N A

N O

P S

U .S

R M

Y C

O R

P S

O F

E N

G I N

E E

R S

A P

P R

O V

E D

A P

P R

O V

E D

R E

W E

D E

S I G

N E

SHEET ID

C O

N T

R A

C T

N O

A P

P R

O V

A L

D A

T E

U L

D R

E D

G A

R E

A S

A N

D S

O U

N D

M A

L Y

T B

W D

S B

W O

N G

S A

N D

Y H

O O

K C

H A

N N

E L

N E

W Y

O R

K H

A R

B O

M A

E N

A N

C E

D R

E D

E P

N E

I N

C H

E E

F E

R G

U S

O N

R F

A L

L A

R M

M O

S E

B A

C K

C-101

CHANNEL COORDINATES

POINT IDNORTHINGEASTING POINT IDNORTHINGEASTING

628305.822

631024.938

628066.874

600510.819

601108.101

601277.328

ADDITIONAL PROJECT NOTES

AREA A AND B ARE REQUIRED TO BE DREDGED.

IF DREDGING AREA C IS EXERCISED, THE ALLOWABLE SLOPE FOR DREDGING4.

AREA A IS REQUIRED TO BE DREDGED.

IF DREDGING AREA B IS EXERCISED, THE ALLOWABLE SLOPE FOR DREDGING3.

IF ONLY BASIC IS AWARDED, AND IF BASIC AND OPTION(S) ARE AWARDED.

SLOPES OF 1:3 ARE REQUIRED TO BE REMOVED. PAY SLOPE WILL BE PROVIDED2.

DREDGING AREA B.

DREDGING AREA C CANNOT BE EXERCISED WITHOUT THE EXERCISE OF1.

(BASE)

(OPTION 1)

(OPTION 2)

AREA B

AREA C

AREA A

SHOALS TO BE DREDGED (BASE/OPTION CLIN)

NAVIGATION AID

CHANNEL POINT ID

SOUNDING

35' CONTOUR

CHANNEL TOE

+6 .7

-35

SHEET LEGEND

OF ENGINEERS

US ARMY CORPS

D E

P A

R T

M E

N T

O F

T H

E A

R M

11 12 13 14 15 16 17 18 19 20

1 2 3 4 5 6 7 8 9 10

P R

O J E

C T

E N

E E

P R

O J E

C T

E N

E E

C H

I E

T E

C H

N I C

A L

S U

P P

O R

T S

E C

T I O

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

D A

T E

S O

F S

U R

V E

L D

B O

O K

S C

A L

S O

L I C

I T

A T

I O

N E

W Y

O R

K D

I S

T R

I C

D A

T E

N E

W Y

O R

N E

W Y

O R

O P

E R

A T

I O

N S

D I V

I S

I O

T E

C H

N I C

A L

S U

P P

O R

T S

E C

T I O

C E

N A

N O

P S

U .S

R M

Y C

O R

P S

O F

E N

G I N

E E

R S

A P

P R

O V

E D

A P

P R

O V

E D

R E

W E

D E

S I G

N E

SHEET ID

C O

N T

R A

C T

N O

A P

P R

O V

A L

D A

T E

U L

S I G

N A

T E

D S

T O

C K

P I L

E P

L A

C E

M E

N T

S I T

L Y

T B

W D

S B

W O

N G

S A

N D

Y H

O O

K C

H A

N N

E L

W Y

O R

K H

A R

B O

M A

E N

A N

C E

D R

E D

I N

C H

E E

F E

R G

U S

O N

R F

A L

L A

R M

M O

S E

B A

C K

C-102

ORIENTATION PURPOSES ONLY.

AERIAL IMAGERY PROVIDED BY NJGIN (2020) AND IS FOR12.

PLACEMENT FOR MORE INFORMATION.

PLEASE REFER TO SPECIFICATION SECTION 31 24 00.00 18 STOCKPILE11.

PLACEMENT SITE(S) WILL BE PLACED AT SBOBA.

ANY DREDGED MATERIAL NOT PLACED AT THE DESIGNATED STOCKPILE10.

NOTE D FOR MORE INFORMATION.

SEE SPECIFICATION SECTION 31 24 00.00 18, PARAGRAPH 1.7 QUALITY CONTROL,

SITE VISIT TO ASSESS THE SITE CONDITIONS FOR ACCURATE INFORMATION.

TO SCALE. THE CONTRACTOR IS REQUIRED TO ATTEND THE PRE-CONSTRUCTION

VEHICULAR ROADS AND MULTI-USE PATHS ARE APPROXIMATE AND NOT TO9.

REQUIRED.

CONTROL MEASURES TO MINIMIZE THE SPREAD OF INVASIVE VEGETATION MAY BE

PROVIDED PRIOR TO THE START OF STOCKPILE PLACEMENT MOBILIZATION.

WITH INVASIVE VEGETATION AS PRACTICABLE. AVOIDANCE AREAS SHALL BE

THE CONTRACTOR MUST AVOID SEABEACH AMARANTH PLANTS AND AREAS8.

OF THE CONTRACTOR.

APPROVAL. ANY DAMAGES TO NPS PROPERTY WILL BE REPAIRED AT THE EXPENSE

ANY OTHER SITE CHANGES TO NPS PROPERTY WITHOUT PRIOR NPS AND USACE

THE CONTRACTOR CANNOT REMOVE EXISTING FENCING, PILES, AND EXECUTE7.

GUARD PROPERTY.

THE CONTRACTOR IS NOT PERMITTED TO ENTER OR UTILIZE U.S. COAST6.

LOCATION ALONG OFFICER'S ROW AND AS DEPICTED ON MAP.

DO NOT DISTURB HISTORIC CONTRIBUTING RESOURCES AND SEAL HAUL OUT5.

PRE-CONSTRUCTION CONFERENCE.

LATE OCTOBER. NPS WILL PROVIDE A SPECFIC DATE DURING THE

LANDSIDE MOBILIZATION FOR STOCKPILE PLACEMENT CANNOT BEGIN UNTIL4.

HYDRAULIC PIPELINE CORRIDOR.

RECOMMENDED TO INSTALL THE HYDRAULIC PIPELINE WITHIN THE DEPICTED

SHOULD HYDRAULIC PIPELINE BE UTILIZED, THE CONTRACTOR IS3.

PERMITTED ON THE OCEANSIDE.

SHOULD HYDRAULIC PIPELINE BE UTILIZED, PIPELINE MOBILIZATION IS ONLY2.

PRIOR NPS AND USACE APPROVAL.

MATERIAL CANNOT BE PLACED AT THE BACKUP PLACEMENT SITE LOT J WITHOUT

WORK. THE CONTRACTOR MUST MINIMIZE BEACH DISTURBANCE AS PRACTICABLE.

WORK PLAN APPROVED PRIOR TO THE START OF ANY STOCKPILE PLACEMENT

THE CONTRACTOR. THE CONTRACTOR MUST HAVE THE STOCKPILE PLACEMENT

STOCKPILE PLACEMENT MEANS AND METHODS ARE AT THE DISCRETION OF1.

GENERAL STOCKPILE PLACEMENT NOTES

(BACK-UP)

LOT K

LOT J

(PRIMARY)

400'0 200'

P C

PROPERTY

GUARD

U.S. COAST

PROTECTION ACT

MARINE MAMMAL

PROTECTED BY

SEAL HAUL OUT LOCATION

AND

LANDMARKED FORT HANCOCK

TO THE NATIONAL HISTORIC

HISTORIC CONTRIBUTING RESOURCE

DO NOT DISTURB

HYDRAULIC PIPELINE CORRIDOR

DESIGNATED STOCKPILE PLACEMENT SITE(S)

SHEET LEGEND

DO NOT DISTURB

VEHICULAR ROADS

MULTI-USE PATHS

5487-BD-SandyHook1

5487-BD-SandyHook2

5487-BD-SandyHook3

5487-BD-SandyHook4

File details come from the government source that posted it. Updated Aug 21, 2025.