AK10 Plans.pdf

PDF 39 MB Posted Mar 24, 2010

Attached to: Maintenance Dredging of Arthur Kill Reach of the NY & NJ Channels Federal Navigation Project
Solicitation number: W912DS-10-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District New York

View the file

Other files

File	Type	Posted
W912DS-10-B-0006-0002.pdf	PDF	Apr 21, 2010
W912DS-10-B-0006 Amendment 0001.pdf	PDF	Apr 16, 2010
AK10 Specs.pdf	PDF	Mar 24, 2010
W912DS-10-B-0006 Solicitation.pdf	PDF	Mar 24, 2010

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.

W912DS - 10 - B - 0006

D e sc ri p ti o n D a te

A p p r.

Sheet reference numbers:

.S A

R M

Y E

N G

E R

T R

O R

P S

O F

E N

G I N

E E

R S

E W

Y O

R K

E W

Y O

K a te

P lo t d a te

P lo t b y

S c a le

S o li c it ia ti o n n o

C o n tr a c t n o

A p p r.

D a te

D e sc ri p ti o n M a rk

M a rk

M A

E N

A N

C E

D R

E D

G D

R A

W N

B Y

R E

W E

D B

T E

C H

S U

P P

O R

T S

E C

N N

C H

E C

H N

L S

U P

P O

R T

S E

C T

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

R e c o m m e n d e d b y

A p p ro v e d b y

C H

E C

K E

D B

R A

N D

A L

L G

G E

R L

Y N

P E

R L

A S

K U

G L

S T

A T

T E

P E

T E

R S

O N

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

US Army Corps of Engineers

New York District

SHEET 1 of 9

DESCRIPTION

INDEX

Sheet

LOCATION MAP, DREDGING MAP, TYPICAL CROSS SECTION

CHANNEL COORDINATES AND BENCH MARKS

CHANNEL DESIGN, SOUNDING MAP, SHOAL 2 AND 3A

CHANNEL DESIGN, SOUNDING MAP, SHOAL 3B

CHANNEL DESIGN, SOUNDING MAP, SHOAL 5

6 & 7

CHANNEL DESIGN, SOUNDING MAP, SHOAL 7

CHANNEL DESIGN, SOUNDING MAP, SHOAL 8

MAINTENANCE DREDGING of

ARTHUR KILL of the

NEW YORK AND NEW JERSEY CHANNELS

FEDERAL NAVIGATION PROJECT

A R

T H

U R

W Y

O R

K A

N D

N E

W J

E R

S E

Y C

H A

N N

E L

E X

S L

E W

K U

G L

S T

A T

T E

A R

C H

D S

-1

-B -0

A R

C H

CORPS OF ENGINEERS U. S. ARMY

TYPICAL CROSS SECTION (35’+ 2’OD)

CHANNEL LINE

NOT TO SCALE

EXISTING BOTTOM

ALLOWABLE OVERDEPTH 2 FT

0’ MLW

SLOPE 1:3

5’

10’

15’

20’

25’

30’

37’

35’ MLW

REQUIRED DEPTH 35 FT.

AERIAL PHOTO WITH CHANNEL LINES AND SHOALS

PROJECT OVERVIEW MAP

SHOAL 2

SHOAL 3

SHOAL 5

SHOAL 7

SHOAL 8

PROJECT DETAIL MAP WITH SHOALS

D e sc ri p ti o n

D a te

A p p r.

Sheet numbers:

R M

Y E

N G

E R

T R

P S

O F

E N

G I N

E E

Y O

R K

E W

Y O te

P lo t d a te

P lo t b y

S c a le

S o li c it ia ti o n n o

C o n tr a c t n o

A p p r.

D a te

D e sc ri p ti o n

M a rk

M A

E N

A N

C E

D R

E D

D R

A W

N B

R E

W E

D B

T E

C H

S U

P P

O R

T S

E C

C H

E C

H N

L S

U P

P O

R T

S E

C T

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

R e c o m m e n d e d b y

A p p ro v e d b y

C H

E C

K E

D B

R A

N D

A L

L G

G E

R L

Y N

T P

E R

L A

P K

U G

L S

T A

T T

E R

S L

E W

K P

E T

E R

S O

P K

U G

L S

T A

T T

E R

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

SHEET 2 of 9

A R

T H

U R

N E

W Y

O R

K A

N D

N E

W J

E R

S E

Y C

H A

N N

E L

L O

C A

N M

A P

D S

-1

-B -0

V A

U S

A R

C H

A R

C H

POLE

TANK

POSTS

TANKS

TANK

O U

T E

R B

R I D

G E

C R

O S

S I N

O U

T E

R B

R I D

G E

C R

O S

S I N

POST

POSTS

POST

POSTS

POST

TANK

POST

POSTS

TANK

POLES

POLESP

TANKS

POLES

TANKS

TANK

TANKS

POSTS

F E

R R

A R

T H

POLE

TOWER

TANK

TOWER

TANK

TANK TANK

POSTS

PIPE

CULV

TANK

POST

POSTS

PIPE

CULV

POST

TANK RUINS

POST

TANK

TANK RUINS

POST

PARKING

TANKS

STORAGE AREA

PARKING

TANK

POLE

194A

PARKING

TANKS

TANK

TANKS

TANK

POLE

194A

PARKING

TANK

T A

N K

T A

N K

TANK

T A

N K

TANK

TANKS

TANK

OVERHEAD PIPES

TANK

TOW

O V

E R

H E

A D

E S

TANK

STACKS

O V

E R

H E

A D

E S

T O

W E

TANKS

ABOVE GROUND PIPES

PIPES

PARKING

TANK

PIPES

PARKING

TANK

ABOVE GROUND PIPE

O /H

C R

A N

E T

R A

C K

FACTORY

P A

R K

P A

R K

P A

R K

P A

R K

TANK

D O

C K

R U

O /H

C R

A N

E T

R A

C K

P A

R K

A N

D S

T O

R A

G E A

R E A

TANK

O /H

P I P E S

TANKS

TANK

F A

C T O

R Y

S T

A T

E N

I S L

A N

D R

.R . / C

O N

R A

I L

F R

O N

T S

TANKS

PARKING

CORPS OF ENGINEERS U. S. ARMY

NOTE:

CONTROL DATA

POLE

TANK

POSTS

TANKS

TANK

POSTS

POST

POSTS

POST

TANK

POST

POSTS

TANK

POLES

POLESP

TANKS

POLES

TANKS

TANK

TANKS

POSTS

F E

R R

POLE

TOWER

TANK

TOWER

TANK

TANK TANK

194A

TANK

O /H

C R

A N

E T

R A

C K

P A

R K

P A

R K

D O

C K

R U

O /H

P I P E S

CONTROL DATA

POLE

TANK

POSTS

TANKS

TANK

POSTS

POST

POSTS

POST

TANK

POST

POSTS

TANK

POLES

POLESP

TANKS

POLES

TANKS

TANK

TANKS

POSTS

F E

R R

POLE

TOWER

TANK

TOWER

TANK

TANK TANK

194A

TANK

O /H

C R

A N

E T

R A

C K

P A

R K

P A

R K

D O

C K

R U

O /H

P I P E S

COORDINATES REFER TO THE NEW JERSEY MERCATOR SYSTEM (NAD 1983)

CONTROL DATA

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE

RESULTS OF SURVEYS MADE ON THE DATES INDICATED

AND CAN ONLY BE CONSIDERED THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

THE DATA ON THIS MAP REPRESENTS THE SOUNDINGS CLOSEST TO THE

CENTER OF A 15’ CELL USING THE COMPLETE DATA SET.

S H

O A

S H

O A

S H

O A

A L

SOUNDINGS REFER TO THE PLANE OF C.O.E.MEAN LOW WATER

THE SOUNDING DATA DEPICTED ON THIS MAP WAS COLLECTED

USING PROJECT CLASSIFICATION-SOFT, AS DEFINED IN

EM 1110-2-1003.

THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM

STATION VETERAN.

3483Z/A

THE PLANE OF MEAN LOW WATER IS AS NOTED.

THE CONTOUR ON THIS MAP WAS CREATED FROM THE AVG DATA SET FOR

VOLUME PURPOSES.

E T

S H

E E

S H

E E

EET 7

S H

E E T

SHEET 9

15A2

15A1 16A

17A

17R

18B

18R

19B

20E

20B

21B

22A

23A

23B

23C

24A

25D

25A

25C

26B

27B

26A

27A

27D

28D

28B

28A

29A

30A

31N

33A

33N

15 16

19RCO1

19RCO2

A R T H

U R

K I L L

31ANEW

32N

32ANEW

SHOAL

20D

18R 627062.067 563860.231

19RCO1 627772.088 565754.936

23A 639892.856 573298.930

24A 642665.318 575065.633

25A 643901.268 575205.135

26A 645845.514 573875.029

27A 650024.333 574208.369

28A 651962.060 574169.154

29A 654973.223 574519.859

30A 662008.710 613508.586

33A 658453.226 576988.657

15A2 614689.458 561682.023

18B 627505.638 563619.167

19RCO2 627920.763 566529.345

20B 628005.891 570619.187

21B 628584.830 571271.632

23B 639214.979 573683.654

26B 645389.205 574792.958

27B 646697.829 574444.561

28B 651290.169 574782.822

23C 640128.471 574041.906

25C 643903.778 575809.174

25D 642686.146 575671.740

28D 651278.029 574182.997

16A 624314.578 560570.638

17A 625722.946 561210.147

19B 628410.513 566033.845

30 655400.436 575324.615

31ANEW 656446.108 575782.685

32ANEW 657340.415 576336.287

27D 650009.476 574708.728

20D 628597.472 570005.325

15 614934.136 562610.917

28 661701.388 605244.301

29 663003.900 607339.596

31N 656116.125 576166.411

32N 657237.965 576860.863

33N 658392.482 577671.937

15A1 615585.090 561904.539

16 623867.004 561245.946

17R 625765.361 562107.945

NEW JERSEY 2900 (NAD83)

N.Y. & N.J. CHANNEL COORDINATES

POINTS NORTH EAST

NEW JERSEY 2900 (NAD83)

N.Y. & N.J. CHANNEL COORDINATES

POINTS NORTH EAST

20E 628485.412 569632.287

21 659258.333 590717.174

22 659945.003 593766.259

22A 632774.839 572002.592

,0 e sc ri p ti o n D a te

A p p r.

Sheet

A R

M Y

E N

E E

R D

P S

O F

E N

G I N

E E

Y O

R K

E W

Y O te

P lo t d a te

P lo t b y

S c a le

S o li c it ia ti o n n o

C o n tr a c t n o

A p p r.

D a te

D e sc ri p ti o n M a rk

M a rk

M A

E N

A N

C E

D R

E D

R e c o m m e n d e d b y

A p p ro v e d b y numbers:

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

A R

T H

U R

N E

W Y

O R

K A

N D

N E

W J

E R

S E

Y C

H A

N N

E L

C H

A N

N E

L C

O O

R D

T E

A N

D B

E N

C H

M A

R K

Sheet 3 of 9

W D

S -1

-C

-0

G E

R L

Y N

P E

R L

A S

C H

E C

H N

L S

U P

P O

R T

S E

C T

N D

A L

L G

C H

P E

R A

N S

U P

P O

R T

B R

A N

A W

N B

C H

E C

K E

D B

R E

W E

D B

Y :P

K U

G L

S T

A T

T E

L E

K P

E T

E R

S O

T E

C H

S U

P P

O R

T S

E C

A R

C H

K U

G L

S T

A T

T E

R i n c h f t.

A R

C H

DEPARTMENT OF THE ARMY

NEW YORK, NEW YORK 10278

NEW YORK DISTRICT

CORPS OF ENGINEERS

OPERATIONS DIVISION

SURVEY SECTION

CENAN-OP-S APPROVED:

APPROVED:

FIELD CARTOGRAPHER

LEAD CARTOGRAPHER

CIVIL ENGINEERING TECHNICIAN

SCALE: DATES OF SURVEY:

FIELD BOOKS:

ONE INCH = 1200 FEET

DATE:

M. FORTE

F. POSTIGLIONE

J. MRAZ

CHIEF OF SURVEYS

FILE NO.: 1322

REQUEST NO.: 3483Z/A

14257

2-3, 8-9 FEB 2010

S.RYSHKEWITCH/D. SWAIN

16 FEBRUARY 2010

ELEVATION: 39.21’ NAVD 1988

ELEVATION: 11.77’ NAVD 1988

Approximately 1.65 miles north along State Street from the underpass under Outerbridge at Perth Amboy, in the top of the NE end of the State

Steet overpass over the New York and Long Branch railroad, 30 ft. east of centerline of street and 4 feet below level of street.

At Cartaret, about 0.5 miles northeast along Roosevelt Avenue from the

Columbus School, set vertically in the southeast face at east corner of

Benjamin Moore warehouse, 1 ft. southwest of east corner of building, 54 feet northwest of center line of Roosevelt Avenue and about 2 feet above black top apron around building.

VERTICAL BENCHMARK: J 37

VERTICAL BENCHMARK: D 37

LAT/LONG: 40 34 42 N/ 074 12 52 W

LAT/LONG: 40 32 51 N/ 074 15 35 W

Y 635712 X 571440

Y 624442 X 558894

J37

D37

-3

SHOAL 8

-35

-3

-35

-3

-35

-3

-35

14.2

14.5

15.4

15.2

14.6 14.5

13.7

13.2

11.6

9.5

7.3

18.4

17.0

12.6

9.9

10.7

8.4 7.5

6.5 5.9

5.6

5.0 5.25.3

6.8

7.2

7.0

6.8

6.2

5.7

6.2

6.1 6.4

6.6

6.8

6.5

6.8

7.5

7.9

8.3

8.5

8.1 8.3

9.5

8.8

9.7

12.2

12.4

12.1

9.4

7.9 8.3

10.3 1

11.8

11.1 4.2

4.3

4.6

5.4

5.5

5.6

5.4

5.3

5.6

5.8

5.7

5.8

6.1

6.7

7.7

7.8

8.2

8.6

7.7

6.8

5.7

5.5

4.5

4.3

4.1

4.7

5.3

5.4

5.2

4.8

4.2

4.3

4.1

4.0

3.9

3.73.6

3.3 3.1

6.5

7.2

7.6

9.1 7.4

7.3

8.1 8.7

14.4

14.5

-35

S H

O A

-3

-35

-3

S H

O A

-3

S H

O A

POSTS

F E

R R

60,0

61,0

62,0

63,0

POSTS

NOTE:

BENCHMARK: D 37

A R T H U R

K I L

CONTROL DATA

63,0

COORDINATES REFER TO THE NEW JERSEY MERCATOR SYSTEM NAD 1983

THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM

STATION BM VETERAN.

ELEVATION: 39.21’ NAVD 1988

THE DATA ON THIS MAP REPRESENTS THE SOUNDINGS CLOSEST TO THE

CENTER OF A 15’ CELL USING THE COMPLETE DATA SET.

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE

RESULTS OF SURVEYS MADE ON THE DATES INDICATED

AND CAN ONLY BE CONSIDERED THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

M A

T C

H T

O S

H E

E T

SOUNDINGS REFER TO THE PLANE OF C.O.E. MEAN LOW WATER

THE SOUNDING DATA DEPICTED ON THIS MAP WAS COLLECTED

USING PROJECT CLASSIFICATION-SOFT, AS DEFINED IN

EM 1110-2-1003.

3484Z/A

GREEN LIGHTED #11

EBB

2 FEBRUARY 2010

THE DATA ON THIS MAP IS REPRESENTATIVE OF A LARGER DATA SET.

62,0

M A

T C

H T

O S

H E

E T

-3

-35

.5 8.8 8

.4 7 .3 6

.8 .8

6.9

.91

8.4 7.5

6.5 .9

5.2 .0

.05.2

6.1 6.8

.37

.47.27 .06.86

.86.25.7 5.7

6.5 6.1

6.4 6.6

6.8 .86.86

.86 .56.8

6.9 7.0

.57

.98 .38.88.5

8.1 .3

.08

.8 .7

.47

.87 .4

8.3 9.4

4.2 4 .3 4

.3 4 .6 5.4

.6 5

.4 5.4 5 .2 5

.0 .0

5.3 5.5

5.5 .6 5.8

.8 5

.7 .8

6.1 6.3

6.7

7.7 7.8 8.2 8

.6 .7

5.5 .5 5

.0 4 .5 4

.3 4.1 4 .4

4.3 4.7

5.4 .3

5.2 4.8

.3 4.1

.0 3.9 3.7 3

.6 .4

3.4 .3

3.1

3.8

4.5

9.1

7.2

7.4

8.1

8.7

THE PLANE OF MEAN LOW WATER IS 3.5’ BELOW NAVD 1988

THE CONTOUR ON THIS MAP WAS CREATED FROM THE AVGERAGE DATA SET FOR

VOLUME PURPOSES.

D e sc ri p ti o n D a te

A p p r.

A R

M Y

E N

E E

R D

P S

O F

E N

G I N

E E

Y O

R K

E W

Y O te

P lo t d a te

P lo t b y

S c a le

S o li c it ia ti o n n o

C o n tr a c t n o

A p p r.

D a te

D e sc ri p ti o n M a rk

M a rk

M A

E N

A N

C E

D R

E D

G D

R A

W N

B Y

R E

W E

D B

C H

E C

H N

L S

U P

P O

R T

S E

C T

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

R e c o m m e n d e d b y

A p p ro v e d b y

C H

E C

K E

D B

N E

W Y

O R

K A

N D

N E

W J

E R

S E

Y C

H A

N N

E L

S S

E W numbers:

A R

T H

U R

R A

N D

A L

L G

G E

R L

Y N

T P

E R

L A

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

P K

U G

L S

T A

T T

E R

T e c h n ic a l

S u p p o r t

S e c ti o n

P E

T E

R S

O N

SHEET 4 of 9

16A

17A

17R

SCALE:

FIELD BOOKS:

ONE INCH = 100 FEET

DATES OF SURVEY:

FILE NO.: 1322

14257

REQUEST NO.: 3483Z/A

2-3, 8-9 FEB 2010

NEW YORK, NEW YORK 10278

NEW YORK DISTRICT

CORPS OF ENGINEERS

OPERATIONS DIVISION

SURVEY SECTION

CENAN-OP-S APPROVED:

APPROVED:

FIELD CARTOGRAPHER

LEAD CARTOGRAPHER

CIVIL ENGINEERING TECHNICIAN

DATE:

M. FORTE

F. POSTIGLIONE

J. MRAZ

CHIEF OF SURVEYS

S. RYSHKEWITCH/D.SWAIN

16 FEBRUARY 2010

BASIC WORK - SHOAL 2

DEPTH 35 FT. MLW +2FT. ALLOWABLE OVERDEPTH

BASIC WORK - SHOAL 2

BASIC WORK - SHOAL 3

DEPTH 35FT. MLW +2FT. ALLOWABLE OVERDEPTH

BASIC WORK - SHOAL 3

LEGEND

W A

Y L

B T

A N

C H

A N

N E

L D

E S

O U

N D

M A

S H

O A

D S

-1

-B -0

A R

C H

K U

G L

S T

A T

T E

R i n c h f e e t

A R

C H

L E

P O

L E

P O

L E

T O

W E R

T O

W E R

T A

N K

L P

U P

T O

W E R

T A

N K

T A

N K

T A

N K

T A

N K

T A

N K

T A

A N

K T A

N K

T A

N K

T A

N K

T A

N K

L P

18B

18R

A R T H U R

K I L L

COORDINATES REFER TO THE NEW JERSEY MERCATOR SYSTEM (NAD 1983)

NOTE:

CONTROL DATA

BENCHMARK: D 37

CORPS OF ENGINEERS U. S. ARMY

THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM

STATION BM VETERAN.

ELEVATION: 39.21’ NAVD 1988

THE DATA ON THIS MAP REPRESENTS THE SOUNDINGS CLOSEST TO THE

CENTER OF A 15’ CELL USING THE COMPLETE DATA SET.

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE

RESULTS OF SURVEYS MADE ON THE DATES INDICATED

AND CAN ONLY BE CONSIDERED AS THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

MATCH TO SHEET 2

USING PROJECT CLASSIFICATION-SOFT, AS DEFINED IN

EM 1110-2-1003.

-3

3484Z/A

THE PLANE OF MEAN LOW WATER IS 3.5’ BELOW NAVD 1988

SOUNDINGS REFER TO THE PLANE OF C.O.E. MEAN LOW WATER

THE DATA ON THIS MAP IS REPRESENTATIVE OF A LARGER DATA SET.

THE CONTOUR ON THIS MAP WAS CREATED FROM THE AVERAGE DATA SET FOR

VOLUME PURPOSES.

DEPARTMENT OF THE ARMY

NEW YORK, NEW YORK 10278

NEW YORK DISTRICT

CORPS OF ENGINEERS

OPERATIONS DIVISION

SURVEY SECTION

CENAN-OP-S APPROVED:

APPROVED:

FIELD CARTOGRAPHER

LEAD CARTOGRAPHER

CIVIL ENGINEERING TECHNICIAN

SCALE:

FIELD BOOKS:

ONE INCH = 100 FEET

DATE:

M. FORTE

F. POSTIGLIONE FILE NO.: 1322

J. MRAZ

CHIEF OF SURVEYS

14257

REQUEST NO.: 3483Z/A

S. RYSHKEWITCH/D. SWAIN

2-3, 8-9 FEBRUARY 2010

DATES OF SURVEY:

16 FEBRUARY 2010

BASIC WORK - SHOAL 3

DEPTH 35FT. MLW +2FT. ALLOWABLE OVERDEPTH

LEGEND

BASIC WORK - SHOAL 3

D e sc ri p ti o n D a te

A p p r.

A R

M Y

E N

E E

R D

P S

O F

E N

G I N

E E

Y O

R K

E W

Y O te

P lo t d a te

P lo t b y

S c a le

S o li c it ia ti o n n o

C o n tr a c t n o

A p p r.

D a te

D e sc ri p ti o n M a rk

M a rk

M A

E N

A N

C E

D R

E D

G D

R A

W N

B Y

R E

W E

D B

C H

E C

H N

L S

U P

P O

R T

S E

C T

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

R e c o m m e n d e d b y

A p p ro v e d b y

C H

E C

K E

D B

N E

W Y

O R

K A

N D

N E

W J

E R

S E

Y C

H A

N N

E L

S S

E W numbers:

A R

T H

U R

R A

N D

A L

L G

G E

R L

Y N

P E

R L

A S

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

P K

U G

L S

T A

T T

E R

T e c h n ic a l

S u p p o r t

S e c ti

E T

E R

S O

SHEET 5 of 9

C H

A N

N E

L D

E S

O U

N D

M A

S H

O A

D S

-1

-B -0 i n c h f e e t

K U

G L

S T

A T

T E

A R

C H

A R

C H

NOTE:

CONTROL DATA

BENCHMARK: J 37

A R

T H

U R

K I

L L

20D

A R

T H

U R

K I

L L

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE

RESULTS OF SURVEYS MADE ON THE DATES INDICATED

AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

NOTE:

CONTROL DATA

BENCHMARK: J 37

CORPS OF ENGINEERS U. S. ARMY

ELEVATION: 11.77’ NAVD 1988

THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM

STATION BM VETERAN.

COORDINATES REFER TO THE NEW JERSEY MERCATOR SYSTEM NAD 1983

THE DATA ON THIS MAP REPRESENTS THE SOUNDINGS CLOSEST TO THE

CENTER OF A 15’ CELL USING THE COMPLETE DATA SET.

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE

RESULTS OF SURVEYS MADE ON THE DATES INDICATED

AND CAN ONLY BE CONSIDERED AS THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

SHOAL 5

M A

T C

H T

O S

H E

E T

USING PROJECT CLASSIFICATION-SOFT, AS DEFINED IN

EM 1110-2-1003.

3484Z/A

GREEN LIGHTED #17

FLOOD

3 FEBRUARY 2010

-3

20D

.3 4 .7 3 .8 3 .0 2 .5 2 .1

.1 5 .1 4 .1

.6 1 .4 1 .1

.38 .4

THE PLANE OF MEAN LOW WATER IS 3.5’ BELOW NAVD 1988

THE DATA ON THIS MAP IS REPRESENTATIVE OF A LARGER DATA SET.

THE CONTOUR ON THIS MAP WAS CREATED FROM THE AVERAGE DATA SET FOR

VOLUME PURPOSES.

D e sc ri p ti o n D a te

A p p r.

R M

Y E

N G

E R

T R

P S

O F

E N

G I N

E E

Y O

R K

E W

Y O te

P lo t d a te

P lo t b y

S c a le

S o li c it ia ti o n n o

C o n tr a c t n o

A p p r.

D a te

D e sc ri p ti o n M a rk

M a rk

M A

E N

A N

C E

D R

E D

G D

R A

W N

B Y

R E

W E

D B

N /A

C H

E C

H N

L S

U P

P O

R T

S E

C T

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

R e c o m m e n d e d b y

A p p ro v e d b y

C H

E C

K E

D B

N E

W Y

O R

K A

N D

N E

W J

E R

S E

Y C

H A

N N

E L

S S

E W numbers:

A R

T H

U R

R A

N D

A L

L G

G E

R L

Y N

T P

E R

L A

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

P K

U G

L S

T A

T T

E R

T e c h n ic a l

S u p p o r t

S e c ti

E T

E R

S O

SHEET 6 of 9

DEPARTMENT OF THE ARMY

NEW YORK, NEW YORK 10278

NEW YORK DISTRICT

CORPS OF ENGINEERS

OPERATIONS DIVISION

SURVEY SECTION

CENAN-OP-S APPROVED:

APPROVED:

CHIEF OF SURVEY

APPROVED:

FIELD CARTOGRAPHER

LEAD CARTOGRAPHER

CIVIL ENGINEERING TECHNICIAN

SCALE:

DATES OF SURVEY:

FIELD BOOKS:

ONE INCH = 100 FEET

DATE:

M. FORTE

F. POSTIGLIONE FILE NO.: 1322

J. MRAZ

14257

S. RYSHKEWITCH/D. SWAIN

2-3, 8-9 FEBRUARY 2010

16 FEBRUARY 2010

REQUEST NO.: 3484Z/A

LEGEND

OPTION 1 - SHOAL 5

DEPTH 35FT. +2FT.

ALLOWABLE OVERDEPTH

C H

A N

N E

L D

E S

O U

N D

M A

S H

O A

A R

C H

D S

-1

-B -0

P K

U G

L S

T A

T T

E R

A R

C H

PIPE

CULV

TANK

POST

E 571,000

E 5 71,0

E 5 72,0

PIPE

CULV

TANK

POST

E 570,000

NOTE:

CONTROL DATA

BENCHMARK: J 37

ELEVATION: 11.77’ NAVD 1988

COORDINATES REFER TO THE NEW JERSEY MERCATOR SYSTEM NAD 1983

3484Z/A

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE

RESULTS OF SURVEYS MADE ON THE DATES INDICATED

AND CAN ONLY BE CONSIDERED THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

M A

T C

H T

O S

H E

E T

12.8

17.6

15.9

14.1

11.9

20.6

19.1

17.3

15.3

13.5

25.1

23.4

22.3

20.5

18.6

14.9

13.4

13.3

28.4

27.3

26.0

24.5

23.6

22.0

20.3

18.6

16.7

15.0

30.2

29.0

28.0

26.7

25.5

24.7

21.8

20.2

18.4

16.4

32.8

32.0

30.9

30.0

28.1

27.2

25.8

23.3

22.1

20.0

15.3

13.2

12.9

34.6

34.3

33.2

32.5

31.8

30.1

27.0

24.8

21.6

19.4

16.8

12.7

34.8

35.1

34.4

33.5

33.3

32.1

31.5

30.4

29.9

29.2

27.9

27.1

26.0

23.1

21.1

18.1

13.1

12.7

35.5

35.3

35.2

35.0

34.0

33.0

32.4

31.9

31.3

30.7

28.9

25.4

24.3

23.0

19.5

16.6

14.4

12.0

11.3

35.7

35.4

34.9

34.1

33.4

32.3

31.7

30.6

29.7

28.8

27.7

24.1

21.2

17.5

35.8

35.9

35.6

34.7

34.5

33.6

33.1

31.1

30.3

25.0

19.3

17.9

14.6

11.5

10.2

36.1

36.0

31.0

29.8

26.4

23.8

18.8

14.3

11.1

10.8

34.2

33.8

32.9

32.3

31.0

29.7

28.5

27.6

23.2

21.5

19.3

17.1

11.7

34.2

33.9

31.2

30.5

27.2

24.8

24.3

23.1

21.5

19.1

15.8

13.5

33.0

32.6

31.6

31.2

29.4

26.5

25.2

23.9

22.6

18.3

14.6

13.9

13.7

13.9

32.7

28.8

23.2

17.8

16.5

15.7

15.1

14.7

14.8

31.4

21.8

19.7

18.5

16.9

15.7

26.9

22.9

21.4

20.4

18.7

18.2

16.9

36.5

36.8

36.4

25.4

23.5

22.4

21.3

20.6

20.1

19.6

18.9

18.8

36.6

36.9

36.7

31.1

30.2

29.2

23.6

22.8

22.2

21.7

20.9

31.4

29.1

26.1

24.9

24.4

22.3

21.7

21.1

22.0

33.8

25.9

26.1

25.9

25.3

25.0

24.5

28.3

27.8

27.6

27.5

27.3

26.5

26.8

33.7

31.6

33.7

30.7

34.4

37.2

37.5

36.3

37.6

37.9

37.5

36.2

37.0

USING PROJECT CLASSIFICATION-SOFT, AS DEFINED IN

EM 1110-2-1003.

E 572,000

-3

GREEN LIGHTED #21

FLOOD

2 FEBRUARY 2010

17.9

19.9

19.4

10.6 10.2

9.7 9.2

9.0 8.5

8.2 7.8

7.4 7.0

6.5 6.0

5.5 5.1

4.5 4.1

3.8 3.5

3.5 3.5

3.8 4.0

5.8 6.2

7.9 7.7

7.2 7.1

6.9 4.2

3.6

1.4

1.5

1.4

1.3

1.4

1.6

1.8

1.9

2.1

2.4

2.7

3.0

3.2

3.5

3.9

4.2

4.5

5.0

5.4

5.8

6.2

6.6

6.9

7.3

7.7

8.3

8.7

9.3

9.7

10.3

10.9

11.6

12.3

15.0

16.0

17.5

18.9

16.8

14.0

11.2

0.1

0.2

0.1

0.3

0.4

0.6

0.8

0.9

1.0

1.1

1.3

1.4

1.6

1.8

2.0

2.3

2.5

2.8

3.1

3.4

3.5

3.9

4.2

4.5

4.7

5.1

5.5

5.9

6.4

6.8

7.4

7.7

8.2

8.8

9.4

10.0

11.5

13.0

13.8

14.3

11.2

10.3

7.8

9.0 9.49.49.2

9.6

11.6

9.6

8.5 8.0

7.7 7.4

7.1 6.9

6.6 6.1

5.6 5.1

4.5 4.2

4.0 3.8

3.5 3.3

3.1 2.4

2.0 2.3

1.8 1.7

1.7 1.7

1.4 1.3

1.3 1.1

1.0 0.8

0.8 0.5

0.4 0.3

0.2 0.1

0.0 0.0

0.0 +0.1

E 5 73,0

E 573,000

THE PLANE OF MEAN LOW WATER IS 3.5’ BELOW NAVD 1988

D e sc ri p ti o n D a te

A p p r.

A R

M Y

E N

E E

R D

P S

O F

E N

G I N

E E

Y O

R K

E W

Y O te

P lo t d a te

P lo t b y

S c a le

S o li c it ia ti o n n o

C o n tr a c t n o

A p p r.

D a te

D e sc ri p ti o n M a rk

M a rk

M A

E N

A N

C E

D R

E D

G D

R A

W N

B Y

R E

W E

D B

C H

E C

H N

L S

U P

P O

R T

S E

C T

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

R e c o m m e n d e d b y

A p p ro v e d b y

C H

E C

K E

D B

N E

W Y

O R

K A

N D

N E

W J

E R

S E

Y C

H A

N N

E L

S S

E W numbers:

A R

T H

U R

R A

N D

A L

L G

G E

R L

Y N

P E

R L

A S

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

K U

G L

S T

A T

T E

T e c h n ic a l

S u p p o r t

S e c ti

E T

E R

S O

SHEET 7 of 9

DEPARTMENT OF THE ARMY

NEW YORK, NEW YORK 10278

NEW YORK DISTRICT

CORPS OF ENGINEERS

OPERATIONS DIVISION

SURVEY SECTION

CENAN-OP-S APPROVED:

APPROVED:

CHIEF OF SURVEY

APPROVED:

FIELD CARTOGRAPHER

LEAD CARTOGRAPHER

CIVIL ENGINEERING TECHNICIAN

SCALE:

DATES OF SURVEY:

FIELD BOOKS:

ONE INCH = 100 FEET

DATE:

M. FORTE

F. POSTIGLIONE

J. MRAZ

FILE NO.: 1322

14257

REQUEST NO.: 3484Z/A

2-3, 8-9 FEBRUARY 2010

S. RYSHKEWITCH/D. SWAIN

16 FEBRUARY 2010

LEGEND

OPTION 1 - SHOAL 5

DEPTH 35FT. MLW +2FT. ALLOWABLE OV

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 Nov 14, 2017.