04 - Shrewsbury River NJ Beach Plans-reduced.pdf
PDF 12 MB Posted
- Solicitation number
- W912DS23B0018
About this file
This document provides details on a federal solicitation for maintenance dredging of the Shrewsbury River Federal Navigation Project in New Jersey. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District New York under number W912DS23B0018 and seeks contractors to dredge the Shrewsbury River to authorized project depths. Responses are due by the date specified in the solicitation. The work includes removal and disposal of sediment deposits that have accumulated in the federally maintained navigation channels and anchorages of the Shrewsbury River. Contract award is expected shortly after the response due date. Pricing will be on a unit rate basis for cubic yards of material dredged and transported. This is a small business set-aside solicitation restricted to firms holding Small Business Administration certification.
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US Army Corps of Engineers New York District
W912DS-23-B-0018
MAINTENANCE DREDGING
SHREWBURY RIVER
NEW JERSEY
FEDERAL NAVIGATION PROJECT
SHT
1 COVER SHEET
DESCRIPTION
2 GENERAL LOCATION MAP, PLACEMENT MAP, TYPICAL CROSS SECTION
3 CHANNEL COORDINATES & BENCHMARKS
4-14 DREDGING AREA& SOUNDING MAP
15 MONMOUTH BEACH PLACEMENT AREA
16-19 MONMOUTH BEACH PLACEMENT PROFILES
SHEET 1 of19
Placement Site Location Monmouth Beach, NJ
Areas to be Dredged
Federal Navigation Project Shrewsbury River
CHANNEL LINE
NOT TO SCALE
EXISTING BOTTOM
0' MLW
SLOPE 1:3
6' MLLW
8' MLLW
REQUIRED DEPTH 6 FT.
(-6' MLLW + 2' OVERDEPTH)
TYPICAL CROSS SECTION
ALLOWABLE OVERDEPTH: 2 FT
VIA SEACREST ROAD
ACCESS BEACH
PIPELINE
CROSS SECTION
TYPICAL DREDGING AREAS
PROJECT AREA NOAA CHART
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OF ENGINEERS
US ARMY CORPS
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CHANNEL LINE
NOT TO SCALE
EXISTING BOTTOM
0' MLW
SLOPE 1:3
8' MLLW
10' MLLW
REQUIRED DEPTH 8 FT.
SITE LOCATION
BEACH PLACEMENT
PLACEMENT SITE CROSS SECTION
TYPICAL MONMOUTH BEACH
SOUTHERN LIMIT: Central Road
S H
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(-8' MLLW + 2' OVERDEPTH)
TYPICAL CROSS SECTION
ALLOWABLE OVERDEPTH: 2 FT
SHEET 2 of 19
NORTHERN LIMIT: Galilee Drive
CORPS OF ENGINEERS U. S. ARMY
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W/LI
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(SPCS)
SHEET 5 SHEET 6 SHEET 7 SHEET 8
SHEET 9
SHEET 10
SHEET 11
SHEET 12
SHEET 13
SHEET 14
0 4000'2000'
13 F 16 (DR5371)
7.53' (NAVD 1988) ELEVATION:
BENCHMARK:
NSRS BENCHMARK
13 H 14 (DR5345)
(NAVD 1988)9.01'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
FROM STATION "SIMPSON 2 RM3".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NYGIN 2022 AND IS FOR
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.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 1.5-2.7 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:
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
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OF ENGINEERS
US ARMY CORPS
D E
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5A 570213.30 637161.98
4A 572390.35 636320.19
3A 573675.54 635034.42
2COB 575522.77 631223.63
2COA 575803.04 630991.45
1A 577056.02 630652.50
1 576977.69 630362.94
2 575399.70 630789.81
3 573427.65 634858.10
4 572223.02 636063.27
5 570156.69 636862.26
1A 553657.62 611862.80
2A 554655.63 613462.06
3A1 558202.48 615641.80
3A2 558714.43 616220.96
4A1 563208.41 624543.71
4A2 563365.71 625010.66
5A 563641.46 626778.60
6A1 564285.96 627800.77
6A2 564404.34 628169.57
7A1 564631.83 632046.30
7A2 564575.10 632433.84
8A 564059.81 633848.50
9A 564196.42 635401.90
10A 564617.13 636423.53
11A 565290.71 636904.05
12A 565922.59 637030.78
13A 566649.57 637027.60
14 566962.04 636876.24
13 565937.16 636880.73
12 565351.68 636763.30
11 564975.55 636494.98
10 564643.82 636094.46
9CO2 564465.66 635661.82
9CO1 564324.55 635146.82
8CO2 564238.41 634167.36
8CO1 564314.80 633586.68
7 564795.09 632268.12
6 564540.09 627922.60
5CO2 563891.53 626894.00
5CO1 563754.05 626527.24
4 563471.40 624715.08
3 558613.49 615718.33
2CO2 555147.54 613588.32
2CO1 554473.04 612886.17
1 553784.86 611783.40
POINT NORTHING EASTING
5A 570213.30 637161.98
4A 572390.35 636320.19
3A 573675.54 635034.42
2COB 575522.77 631223.63
2COA 575803.04 630991.45
1A 577056.02 630652.50
1 576977.69 630362.94
2 575399.70 630789.81
3 573427.65 634858.10
4 572223.02 636063.27
5 570156.69 636862.26
1A 553657.62 611862.80
2A 554655.63 613462.06
3A1 558202.48 615641.80
3A2 558714.43 616220.96
4A1 563208.41 624543.71
4A2 563365.71 625010.66
5A 563641.46 626778.60
6A1 564285.96 627800.77
6A2 564404.34 628169.57
7A1 564631.83 632046.30
7A2 564575.10 632433.84
8A 564059.81 633848.50
9A 564196.42 635401.90
10A 564617.13 636423.53
11A 565290.71 636904.05
12A 565922.59 637030.78
13A 566649.57 637027.60
14 566962.04 636876.24
13 565937.16 636880.73
12 565351.68 636763.30
11 564975.55 636494.98
10 564643.82 636094.46
9CO2 564465.66 635661.82
9CO1 564324.55 635146.82
8CO2 564238.41 634167.36
8CO1 564314.80 633586.68
7 564795.09 632268.12
6 564540.09 627922.60
5CO2 563891.53 626894.00
5CO1 563754.05 626527.24
4 563471.40 624715.08
3 558613.49 615718.33
2CO2 555147.54 613588.32
2CO1 554473.04 612886.17
1 553784.86 611783.40
POINT NORTHING EASTING
POINT NORTHING EASTING
(ENTRANCE CHANNEL)
CHANNEL COORDINATES
TABULATION OF NAD 83
(NORTH BRANCH)
CHANNEL COORDINATES
TABULATION OF NAD 83
(SOUTH BRANCH)
CHANNEL COORDINATES
TABULATION OF NAD 83
6 566962.04 636876.24
6COA 566649.57 637027.60
7CO1 565909.64 637386.01
7CO2 565625.66 637468.61
8 561142.40 637986.64
9CO1 560141.28 638290.20
9CO2 559607.74 638335.58
10 558453.31 638140.40
11 557890.10 638081.88
12 556942.04 637820.05
13 555623.23 638065.81
14 554660.08 637325.09
15 554333.12 636871.56
16 553788.90 635894.03
17 551754.89 632648.21
18 549543.28 631093.03
19 548513.21 631057.54
20 545758.28 632159.52
21 543908.47 632167.63
22CO1 542995.03 632664.66
22CO2 542595.70 632723.70
23CO1 540950.31 632382.09
23CO2 540628.61 632186.06
24 539442.53 630722.31
25 539151.49 630478.61
26 538850.81 630324.92
27 538674.99 630125.73
28 538654.29 629965.83
28A 538505.54 629985.08
27A 538557.05 630382.98
26A 538713.14 630423.00
25A 539068.17 630604.46
24A 539335.13 630828.00
23A 540671.65 632477.41
22A 542829.56 632925.44
21A1 543771.28 632413.03
21A2 544076.93 632316.88
20A 545787.48 632309.38
19A 548539.61 631208.53
18A1 549193.73 631231.06
18A2 549738.89 631413.94
17A 551643.86 632753.49
16A 553659.74 635970.38
15A 554202.06 636944.49
14A 554633.20 638040.15
13A 554962.61 638341.48
12A1 556788.03 638001.32
12A2 557080.05 638013.77
11B 557789.53 638209.70
11A 558027.50 638307.26
10A 558431.25 638349.22
9A 559863.99 638531.02
8A 561173.03 638134.08
7A 565817.14 637597.47
6A1 566816.78 637113.26
6A2 567196.74 637025.20
5C 569169.46 637016.57
5B 569170.11 637166.55
5A 570213.30 637161.98
5 570156.70 636862.26
U.S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
NEW YORK, NEW YORK
Date:
Plot date:
Plot by:
Scale:
Solicitiation no.:
Contract no.:
DRAWN BY:
REVIEWED BY:
TECH SUPPORT SECTION
CHIEF, TECHNICAL SUPPORT SECTION
CHIEF, OPERATIONS SUPPORT BRANCH
Recommended by__________________________________
Approved by_____________________________________
CHECKED BY:
MICHAEL J. OSEBACK
RYAN FERGUSON
A. MISTRY
N / A
A. MISTRY
N / A
MAY 2023
MARCH 2023
K. PETERSON
R. FERGUSON
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6 MARCH 2023
EBB
GREEN #11A W/LIGHT
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-12 -12
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6 MARCH 2023
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100' 200'0
(SPCS)
13 F 16 (DR5371)
7.53' (NAVD 1988) ELEVATION:
BENCHMARK:
NSRS BENCHMARK
13 H 14 (DR5345)
(NAVD 1988)9.01'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
FROM STATION "SIMPSON 2 RM3" "X CUT" "USC & GS NO2 1934".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NYGIN 2022 AND IS FOR
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.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 1.5-2.7 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:
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
Y
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
F
IE
L D
C A
R T
O G
R A
P H
E R
C I V
I L
E N
G I N
E E
R I N
G T
E C
H N
I C
I A
N
L E
A D
C A
R T
O G
R A
P H
E R
D E
P U
T Y
C H
IE
F
O F
S U
R V
E Y
D A
T E
S O
F S
U R
V E
Y
F
IE
L D
B O
O K
S
S C
A L
E
R E
Q
N O
F
I L
E N
O
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
S U
R V
E Y
S A
N D
M A
P P
IN
G
B R
A N
C H
C E
N A
N O
P S
S
U .S
A
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
A P
P R
O V
E D
A P
P R
O V
E D
M P
/N
B
E R
T O
L O
T T
I
P L
A N
S A
N D
S P
E C
I F
I C
A T
I O
N S
S U
R V
E Y
M
A R
C H
C M
/S G
C M
/A F
/J H
S
N E
W J
E R
S
R E
W S
B U
R Y
R
IV
E R
M
A R
C H
O N
E I
N C
H
F
E E
T
P B
H A
D U
R
M
F O
R T
E
J
M R
VH-105
M A
T C
H T
O S
H E
E T
O J
E
P T
H
O J
E
P T
H
U.S. ARMY ENGINEER DISTRICT
Plot by:
Scale:
Solicitiation no.:
Contract no.:
DRAWN BY:
REVIEWED BY:
TECH SUPPORT SECTION
CHIEF, TECHNICAL SUPPORT SECTION
CHIEF, OPERATIONS SUPPORT BRANCH
Recommended by__________________________________
Approved by_____________________________________
CHECKED BY:
MICHAEL J. OSEBACK
RYAN FERGUSON
A. MISTRY
N / A
A. MISTRY
N / A
MAY 2023
MARCH 2023
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11.
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12.
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8.4
15.
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13.
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5.1
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15.
15.
10.
8.3
13.
15.
14.
13.
13.
7.1
14.
12.
14.
8.5
13.
13.
13.
12.
12.
12.
11.
12.
6.1
11.
13.
13.
12.
12.
11.
6.9
11.
6.9
12.
9.7
11.
11.
6.8
10.
7.2
12.
8.8
11.
8.8
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7.7
11.
11.
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10.
10.
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11.
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10.
11.
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10.
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13.
10.
11.
10.
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4.9
10.
10.
11.
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13.
5.5
10.
12.
6.9
12.
8.4
11.
8.9
10.
10.
6.7
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11.
9.6
12.
13.
11.
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10.
11.
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13.
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13.
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12.
13.
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7.4
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11.
12.
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14.
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13.
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15.
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9.8
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10.
11.
11.
11.
12.
11.
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10.
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11.
11.
13.
13.
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12.
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9.6
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8.7
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6.7
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9.2
7.2
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7.0
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12.
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11.
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7.4
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5.6
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10.
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10.
10.
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7.2
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14.
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9.7
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9.4
14.
13.
14.
14.
13.
-6
-6
-6
-6
-6
-6
21 MARCH 2023
EBB
GREEN CAN #15
plus 2 feet of allowable overdepth
Dredging Area to - 8 ft MLLW plus 2 feet of allowable overdepth
Dredging Area to - 6 ft MLLW
6A2
6A1
7CO1
12A
6COA
BENCHMARK:
NSRS BENCHMARK
13 H 14 (DR5345)
(NAVD 1988)9.01'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
FROM STATION "SIMPSON 2 RM3" "X CUT" "USC & GS NO2 1934".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NYGIN 2022 AND IS FOR
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.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 1.5-2.7 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:
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
Y
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
F
IE
L D
C A
R T
O G
R A
P H
E R
C I V
I L
E N
G I N
E E
R I N
G T
E C
H N
I C
I A
N
L E
A D
C A
R T
O G
R A
P H
E R
D E
P U
T Y
C H
IE
F
O F
S U
R V
E Y
D A
T E
S O
F S
U R
V E
Y
F
IE
L D
B O
O K
S
S C
A L
E
R E
Q
N O
F
I L
E N
O
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
S U
R V
E Y
S A
N D
M A
P P
IN
G
B R
A N
C H
C E
N A
N O
P S
S
U .S
A
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
A P
P R
O V
E D
A P
P R
O V
E D
M P
/N
B
E R
T O
L O
T T
I
P L
A N
S A
N D
S P
E C
I F
I C
A T
I O
N S
S U
R V
E Y
M
A R
C H
C M
/S G
C M
/A F
/J H
S
N E
W J
E R
S
R E
W S
B U
R Y
R
IV
E R
M
A R
C H
O N
E I
N C
H
F
E E
T
P B
H A
D U
R
M
F O
R T
E
J
M R
VH-106
8' PROJECT DEPTH
6' PROJECT DEPTH
M A
T C
H T
O S
H E
E T
M A
T C
H T
O S
H E
E T
U.S. ARMY ENGINEER DISTRICT
Plot by:
Scale:
Solicitiation no.:
Contract no.:
DRAWN BY:
REVIEWED BY:
TECH SUPPORT SECTION
CHIEF, TECHNICAL SUPPORT SECTION
CHIEF, OPERATIONS SUPPORT BRANCH
Recommended by__________________________________
Approved by_____________________________________
CHECKED BY:
MICHAEL J. OSEBACK
RYAN FERGUSON
A. MISTRY
N / A
A. MISTRY
N / A
MAY 2023
MARCH 2023
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16.
13.
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14.
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11.
11.
15.
13.
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14.
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12.
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10.
16.
18.
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12.
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16.
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11.
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10.
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14.
14.
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14.
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10.
13.
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10.
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14.
14.
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14.
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14.
14.
14.
10.
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14.
14.
14.
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10.
15.
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14.
10.
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14.
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10.
15.
10.
15.
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15.
11.
14.
10.
14.
14.
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11.
14.
10.
11.
9.6
14.
14.
10.
11.
13.
9.4
13.
10.
13.
9.9
13.
11.
10.
13.
12.
9.7
11.
13.
13.
10.
13.
13.
10.
11.
13.
13.
10.
12.
13.
11.
12.
10.
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10.
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10.
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12.
10.
12.
12.
10.
11.
12.
10.
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11.
11.
9.7
11.
9.5
10.
10.
11.
11.
9.5
11.
10.
11.
9.8
11.
11.
9.4
11.
10.
10.
11.
9.4
10.
10.
11.
9.8
10.
10.
11.
11.
10.
10.
9.6
10.
11.
10.
9.6
10.
10.
11.
9.4
9.8
11.
10.
9.7
11.
10.
9.2
11.
10.
9.1
11.
11.
9.3
10.
11.
8.6
9.1
8.3
10.
9.1
11.
11.
8.3
9.0
11.
10.
8.4
9.1
11.
11.
8.3
11.
11.
11.
8.5
11.
12.
9.6
8.5
11.
11.
8.3
11.
9.2
11.
11.
8.2
8.7
12.
11.
8.1
10.
8.5
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
16 MARCH 2023
EBB
GREEN CAN #17
21 MARCH 2023
EBB
RED #18 W/LIGHT
10.
plus 2 feet of allowable overdepth
Dredging Area to - 6 ft MLLW
Dredging Area to - 8 ft MLLW
BENCHMARK:
NSRS BENCHMARK
13 H 14 (DR5345)
(NAVD 1988)9.01'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
FROM STATION "SIMPSON 2 RM3" "X CUT" "USC & GS NO2 1934".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NYGIN 2022 AND IS FOR
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.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 1.5-2.7 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:
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
Y
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
F
IE
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C A
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R A
P H
E R
C I V
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T
P B
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M
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E
J
M R
VH-107
M A
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H E
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M
A T
C H
T O
S H
E E
T
MATCH TO SHEET 11
M A
T C
H T
O S
H E
E T
7A
7CO2
11A
U.S. ARMY ENGINEER DISTRICT
Plot by:
Scale:
Solicitiation no.:
Contract no.:
DRAWN BY:
REVIEWED BY:
TECH SUPPORT SECTION
CHIEF, TECHNICAL SUPPORT SECTION
CHIEF, OPERATIONS SUPPORT BRANCH
Recommended by__________________________________
Approved by_____________________________________
CHECKED BY:
MICHAEL J. OSEBACK
RYAN FERGUSON
A. MISTRY
N / A
A. MISTRY
N / A
MAY 2023
MARCH 2023
11.
10.
11.
11.
11.
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11.
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8.6
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10.
11.
9.1
9.9
10.
11.
9.1
10.
11.
10.
9.5
11.
11.
9.3
10.
10.
10.
9.3
10.
10.
9.6
10.
10.
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10.
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9.8
14.
12.
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9.5
14.
12.
14.
13.
11.
9.6
12.
14.
13.
9.1
12.
15.
14.
10.
13.
12.
9.2
10.
14.
13.
12.
9.4
14.
14.
9.1
12.
14.
10.
13.
14.
14.
12.
13.
14.
15.
9.4
11.
14.
14.
10.
15.
9.6
11.
14.
15.
15.
9.3
11.
14.
15.
10.
15.
14.
11.
9.1
15.
14.
8.9
11.
15.
14.
9.8
15.
11.
14.
8.5
15.
14.
11.
15.
8.2
13.
15.
16.
14.
8.6
11.
13.
15.
16.
11.
8.8
14.
15.
8.4
11.
15.
14.
14.
10.
8.6
15.
15.
14.
11.
9.6
14.
15.
13.
10.
14.
11.
15.
14.
10.
13.
14.
11.
14.
11.
14.
14.
11.
11.
15.
14.
11.
11.
14.
12.
13.
12.
11.
11.
11.
11.
11.
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11.
11.
11.
12.
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12.
12.
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10.
11.
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9.6
10.
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13.
9.4
10.
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9.6
11.
13.
10.
14.
9.7
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13.
10.
9.5
14.
12.
10.
9.9
11.
12.
10.
11.
9.6
10.
10.
10.
10.
11.
9.3
11.
12.
11.
10.
11.
11.
11.
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10.
10.
11.
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11.
11.
9.7
11.
11.
11.
10.
11.
10.
10.
9.6
10.
9.8
21 MARCH 2023
EBB
GREEN #19 W/LIGHT
13 F 16 (DR5371)
7.53' (NAVD 1988) ELEVATION:
BENCHMARK:
NSRS BENCHMARK
13 H 14 (DR5345)
(NAVD 1988)9.01'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
FROM STATION "SIMPSON 2 RM3" "X CUT" "USC & GS NO2 1934".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NYGIN 2022 AND IS FOR
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.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 1.5-2.7 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:
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
Y
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
F
IE
L D
C A
R T
O G
R A
P H
E R
C I V
I L
E N
G I N
E E
R I N
G T
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H N
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N
L E
A D
C A
R T
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P H
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F O
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J
M R
VH-101
M A
T C
H T
O S
H E
E T
M A
T C
H T
O S
H E
E T
8A
9CO1
U.S. ARMY ENGINEER DISTRICT
Plot by:
Scale:
Solicitiation no.:
Contract no.:
DRAWN BY:
REVIEWED BY:
TECH SUPPORT SECTION
CHIEF, TECHNICAL SUPPORT SECTION
CHIEF, OPERATIONS SUPPORT BRANCH
Recommended by__________________________________
Approved by_____________________________________
CHECKED BY:
MICHAEL J. OSEBACK
RYAN FERGUSON
A. MISTRY
N / A
A. MISTRY
N / A
MAY 2023
MARCH 2023
17.
20.
19.
17.
18.
18.
18.
17.
17.
18.
17.
19.
19.
18.
18.
18.
17.
17.
18.
19.
18.
19.
17.
17.
24.
21.
26.
24.
21.
22.
25.
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19.
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17.
18.
18.
18.
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17.
18.
17.
19.
19.
18.
18.
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17.
17.
18.
19.
18.
19.
17.
17.
24.
21.
26.
24.
21.
22.
25.
19.
19.
10.
10.
10.
10.
9.6
9.6 10.
8.6
9.8
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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
Y
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
F
IE
L D
C A
R T
O G
R A
P H
E R
C I V
I L
E N
G I N
E E
R I N
G T
E C
H N
I C
I A
N
L E
A D
C A
R T
O G
R A
P H
E R
D E
P U
T Y
C H
IE
F
O F
S U
R V
E Y
D A
T E
S O
F S
U R
V E
Y
F
IE
L D
B O
O K
S
S C
A L
E
R E
Q
N O
F
I L
E N
O
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
S U
R V
E Y
S A
N D
M A
P P
IN
G
B R
A N
C H
C E
N A
N O
P S
S
U .S
A
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
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A P
P R
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A P
P R
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A P
P R
O V
E D
M P
/N
B
E R
T O
L O
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I
P L
A N
S A
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S P
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I F
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A T
I O
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M
A R
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/S G
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F O
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E
J
M R
VH-109
13 F 16 (DR5371)
7.53' (NAVD 1988) ELEVATION:
BENCHMARK:
NSRS BENCHMARK
13 H 14 (DR5345)
(NAVD 1988)9.01'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
FROM STATION "SIMPSON 2 RM3" "X CUT" "USC & GS NO2 1934".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NYGIN 2022 AND IS FOR
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.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 1.5-2.7 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:
M A
T C
H T
O S
H E
E T
M A
T C
H T
O S
H E
E T
9A
9CO2
10A
11A
11B
PILINGS
U.S. ARMY ENGINEER DISTRICT
Plot by:
Scale:
Solicitiation no.:
Contract no.:
DRAWN BY:
REVIEWED BY:
TECH SUPPORT SECTION
CHIEF, TECHNICAL SUPPORT SECTION
CHIEF, OPERATIONS SUPPORT BRANCH
Recommended by__________________________________
Approved by_____________________________________
CHECKED BY:
MICHAEL J. OSEBACK
RYAN FERGUSON
A. MISTRY
N / A
A. MISTRY
N / A
MAY 2023
MARCH 2023
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11.
12.
15.
12.
13.
15.
14.
15.
12.
11.
8.7
11.
12.
13.
16.
15.
11.
8.1
15.
11.
12.
16.
16.
11.
11.
12.
15.
12.
10.
11.
14.
14.
16.
12.
11.
12.
15.
13.
10.
16.
11.
12.
12.
11.
15.
16.
15.
14.
16.
15.
15.
14.
11.
11.
11.
14.
15.
7.9
10.
12.
10.
13.
10.
11.
14.
16.
13.
9.6
10.
11.
10.
13.
13.
15.
13.
12.
14.
14.
10.
11.
11.
10.
11.
12.
16.
12.
12.
11.
10.
14.
12.
13.
16.
13.
13.
11.
11.
10.
12.
12.
10.
15.
16.
14.
9.6
11.
16.
15.
10.
10.
10.
11.
13.
13.
10.
10.
14.
13.
11.
10.
10.
9.2
11.
9.6
16.
14.
12.
11.
13.
11.
10.
10.
17.
14.
13.
12.
12.
11.
9.7
13.
8.6
13.
10.
9.2
16.
12.
12.
8.7
9.9
10.
12.
11.
12.
15.
8.5
9.8
9.7
9.3
9.6
16.
16.
9.6
8.9
9.9
12.
10.
8.1
11.
17.
12.
12.
11.
12.
15.
14.
8.8
9.1
13.
15.
11.
9.6
8.1
8.5
9.4
11.
9.2
8.4
8.1
12.
8.1
9.0
9.2
9.3
8.1
15.
9.3
9.6
8.5
8.8
10.
12.
10.
8.7
7.7
14.
12.
12.
11.
11.
7.9
9.0
11.
8.6
8.8
10.
8.5
8.5
9.0
8.9
17.
7.8
12.
7.7
9.2
9.0
16.
7.8
8.3
8.5
14.
16.
12.
9.5
9.0
8.7
9.0
8.3
11.
8.9
8.1
8.6
12.
12.
11.
11.
17.
18.
11.
10.
8.1
9.5
7.9
13.
15.
9.0
9.2
9.2
9.3
8.1
13.
18.
8.4
11.
8.7
8.6
9.8
18.
10.
8.3
8.6
18.
8.8
11.
12.
17.
18.
18.
17.
16.
8.6
15.
8.4
11.
14.
13.
7.4
8.9
8.3
10.
10.
7.2
9.8
10.
18.
8.0
6.4
7.5
9.1
8.8
8.7
8.1
8.3
10.1
14.
15.
16.
6.6
9.4
8.4
8.7
12.
18.
10.
9.0
8.3
8.3
8.8
9.9
10.7
18.
10.
8.5
12.
14.
18.
18.
11.
10.
8.6
18.
9.4
9.2
11.
14.
11.
15.
6.3
8.2
16.
8.5
7.9
16.
17.
18.
17.
4.2
9.8
9.1
8.3
8.5
9.1
10.2
13.
18.
16.
3.6
9.7
4.9
4.2
4.1
9.4
7.3
4.8
3.3
3.0
3.4
3.6
3.8
6.0
9.0
18.
18.
9.3
9.9
12.
10.
5.4
6.0
8.4
7.8
8.3
11.
11.
12.
19.
12.
4.1
5.8
10.
19.
14.
5.0
5.0
9.0
8.1
8.0
15.
14.
5.0
8.9
8.3
7.9
16.
15.
9.3
8.5
14.
15.
16.
18.
7.8
18.
5.3
8.9
11.
18.
5.0
10.
9.6
8.0
8.2
12.
13.
12.
5.2
7.4
8.4
8.1
9.3
5.2
8.2
14.
8.7
11.
5.4
5.8
8.0
9.8
8.6
9.3
8.2
12.
8.7
12.
9.3
9.8
9.1
5.2
4.8
11.
8.9
8.3
9.7
10.
5.4
9.5
10.
11.
5.5
9.6
7.4
10.
10.3
4.9
9.9
4.4
9.3
4.3
4.6
4.9
12A2
12A1
13A
14A
100' 200'0
(SPCS)
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
Y
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
F
IE
L D
C A
R T
O G
R A
P H
E R
C I V
I L
E N
G I N
E E
R I N
G T
E C
H N
I C
I A
N
L E
A D
C A
R T
O G
R A
P H
E R
D E
P U
T Y
C H
IE
F
O F
S U
R V
E Y
D A
T E
S O
F S
U R
V E
Y
F
IE
L D
B O
O K
S
S C
A L
E
R E
Q
N O
F
I L
E N
O
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
S U
R V
E Y
S A
N D
M A
P P
IN
G
B R
A N
C H
C E
N A
N O
P S
S
U .S
A
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
A P
P R
O V
E D
A P
P R
O V
E D
M P
/N
B
E R
T O
L O
T T
I
P L
A N
S A
N D
S P
E C
I F
I C
A T
I O
N S
S U
R V
E Y
M
A R
C H
C M
/S G
C M
/A F
/J H
S
N E
W J
E R
S
R E
W S
B U
R Y
R
IV
E R
M
A R
C H
O N
E I
N C
H
F
E E
T
P B
H A
D U
R
M
F O
R T
E
J
M R
VH-110
13 F 16 (DR5371)
7.53' (NAVD 1988) ELEVATION:
BENCHMARK:
NSRS BENCHMARK
13 H 14 (DR5345)
(NAVD 1988)9.01'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
FROM STATION "SIMPSON 2 RM3" "X CUT" "USC & GS NO2 1934".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NYGIN 2022 AND IS FOR
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.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 1.5-2.7 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:
DOCKS
MATCH TO SHEET 11
U.S. ARMY ENGINEER DISTRICT
Plot by:
Scale:
Solicitiation no.:
Contract no.:
DRAWN BY:
REVIEWED BY:
TECH SUPPORT SECTION
CHIEF, TECHNICAL SUPPORT SECTION
CHIEF, OPERATIONS SUPPORT BRANCH
Recommended by__________________________________
Approved by_____________________________________
CHECKED BY:
MICHAEL J. OSEBACK
RYAN FERGUSON
A. MISTRY
N / A
A. MISTRY
N / A
MAY 2023
MARCH 2023
9 8
0 1
6 1
3 8
1 1
8 8
8 8 plus 2 feet of allowable overdepth
Dredging Area to - 8 ft MLLW
DREDGING AREA LIMIT COORDINATES
A
B
POINT EASTING NORTHING
A
B
636461.8
554210.8 553915.0
636626.4
S P
C
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
Y
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
F
IE
L D
C A
R T
O G
R A
P H
E R
C I V
I L
E N
G I N
E E
R I N
G T
E C
H N
I C
I A
N
L E
A D
C A
R T
O G
R A
P H
E R
D E
P U
T Y
C H
IE
F
O F
S U
R V
E Y
D A
T E
S O
F S
U R
V E
Y
F
IE
L D
B O
O K
S
S C
A L
E
R E
Q
N O
F
I L
E N
O
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
S U
R V
E Y
S A
N D
M A
P P
IN
G
B R
A N
C H
C E
N A
N O
P S
S
U .S
A
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
A P
P R
O V
E D
A P
P R
O V
E D
M P
/N
B
E R
T O
L O
T T
I
P L
A N
S A
N D
S P
E C
I F
I C
A T
I O
N S
S U
R V
E Y
M
A R
C H
C M
/S G
C M
/A F
/J H
S
N E
W J
E R
S
R E
W S
B U
R Y
R
IV
E R
M
A R
C H
O N
E I
N C
H
F
E E
T
P B
H A
D U
R
M
F O
R T
E
J
M R
VH-111
13 F 16 (DR5371)
7.53' (NAVD 1988) ELEVATION:
BENCHMARK:
NSRS BENCHMARK
13 H 14 (DR5345)
(NAVD 1988)9.01'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
FROM STATION "SIMPSON 2 RM3" "X CUT" "USC & GS NO2 1934".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NYGIN 2022 AND IS FOR
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.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 1.5-2.7 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:
M A
T C
H T
O S
H E
E T
15A
16A
U.S. ARMY ENGINEER DISTRICT
Plot by:
Scale:
Solicitiation no.:
Contract no.:
DRAWN BY:
REVIEWED BY:
TECH SUPPORT SECTION
CHIEF, TECHNICAL SUPPORT SECTION
CHIEF, OPERATIONS SUPPORT BRANCH
Recommended by__________________________________
Approved by_____________________________________
CHECKED BY:
MICHAEL J. OSEBACK
RYAN FERGUSON
A. MISTRY
N / A
A. MISTRY
N / A
MAY 2023
MARCH 2023
0 7
8.8
10.1
11.6
5.7
10.5
8 9
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6-6 -6 -6
-6
Dredging Area to - 6 ft MLLW
S
P C
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
Y
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
F
IE
L D
C A
R T
O G
R A
P H
E R
C I V
I L
E N
G I N
E E
R I N
G T
E C
H N
I C
I A
N
L E
A D
C A
R T
O G
R A
P H
E R
D E
P U
T Y
C H
IE
F
O F
S U
R V
E Y
D A
T E
S O
F S
U R
V E
Y
F
IE
L D
B O
O K
S
S C
A L
E
R E
Q
N O
F
I L
E N
O
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
S U
R V
E Y
S A
N D
M A
P P
IN
G
B R
A N
C H
C E
N A
N O
P S
S
U .S
A
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
A P
P R
O V
E D
A P
P R
O V
E D
M P
/N
B
E R
T O
L O
T T
I
P L
A N
S A
N D
S P
E C
I F
I C
A T
I O
N S
S U
R V
E Y
M
A R
C H
C M
/S G
C M
/A F
/J H
S
N E
W J
E R
S
R E
W S
B U
R Y
R
IV
E R
M
A R
C H
O N
E I
N C
H
F
E E
T
P B
H A
D U
R
M
F O
R T
E
J
M R
VH-118
13 F 16 (DR5371)
7.53' (NAVD 1988) ELEVATION:
BENCHMARK:
NSRS BENCHMARK
13 H 14 (DR5345)
(NAVD 1988)9.01'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
FROM STATION "SIMPSON 2 RM3" "X CUT" "USC & GS NO2 1934".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NYGIN 2022 AND IS FOR
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.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 1.5-2.7 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:
M A
T C
H T
O S
H E
E T
M A
T C
H T
O S
H E
E T
10A
9CO2
9A
9CO1 8CO2
8A
U.S. ARMY ENGINEER DISTRICT
Plot by:
Scale:
Solicitiation no.:
Contract no.:
DRAWN BY:
REVIEWED BY:
TECH SUPPORT SECTION
CHIEF, TECHNICAL SUPPORT SECTION
CHIEF, OPERATIONS SUPPORT BRANCH
Recommended by__________________________________
Approved by_____________________________________
CHECKED BY:
MICHAEL J. OSEBACK
RYAN FERGUSON
A. MISTRY
N / A
A. MISTRY
N / A
MAY 2023
MARCH 2023
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