W912DS-10-B-0004-Plans.pdf
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- Attached to
- Dredging of Achorage Channel, Navigation 50ft. Improvemen, New York and New Jersey Harbor.
- Solicitation number
- W912DS-10-B-0004
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100 Plans
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| File | Type | Posted |
|---|---|---|
| bidabstract.pdf | ||
| Amendment 8.pdf | ||
| Amendment 7.pdf | ||
| USACE CCRcalculator S-AN-2 Rev1 | — | |
| Amendment 6 doc.pdf | ||
| W912DS-10-B-0004 Amendment 0005.pdf | ||
| Amd4Plans-C-101.pdf | ||
| Amendment4Specs.pdf | ||
| Amendment 0003 PDF.pdf | ||
| Amend2Specs.pdf | ||
| Amend2plans.pdf | ||
| Plansamd1San2b12182009.pdf | ||
| Amend No 1 FBO Post(3).doc.pdf | ||
| USACE CCRcalculator S-AN-2.xls | XLS spreadsheet | |
| W912DS-10-B-0004-Specs.pdf | ||
| Anchorage Channel Upland Data Tables.pdf | ||
| surveySAN2.dgn | — | |
| Upland Testing Report.PDF |
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Text version
Raritan Bay Sandy
Hook
STATEN ISLAND
BROOKLYN
HARS
(See Sheet G-002)
N E
W A R
K
B
A Y
KILL
VAN KULL
S.E
LIZ
ABE
TH PORT JERSEY
INDEX TO DRAWINGS
ATLANTIC
OCEAN
Raritan
Bay
Perth
Amboy
N e w
J r s y
T n p k
Linden
Elizabeth
Route 2
Route 78
G a r d e n
S t a t e
P k w y
Clifton
Passaic Route 95
The Bronx
Queens
Brooklyn
Lower
New York
Bay
Staten Island
M a n h a t t a n
Bayonne
Hoboken
Jersey City
Upper New York
Bay
NEW
JERSEY
Newark
R o u t
R o u
NEW
YORK
N e w a r k
B a y
R o u t e
KILL VAN KULL
HARS LOCATION
THIS CONTRACT
SITE LOCATION
DRAWING No. DESCRIPTIONS SHEET NO.
G-001 COVER SHEET & INDEX TO DRAWINGS 1 of 7
G-002 GENERAL PLAN & ALIGNMENT DATA 2 of 7
C-101 PLAN STA.135+00 TO 188+00 3 of 7
C-301 CROSS SECTIONS STA. 140+00 TO STA. 185+00 4 of 7
B-601 ANCHORAGE SUBSURFACE EXPLORATION SHEET 5 of 7
B-602 ANCHORAGE SUBSURFACE EXPLORATION SHEET 6 of 7
VH-101 HYDROGRAPHIC SURVEY (ANCHORAGE NORTH B) 7 of 7
NEW YORK AND NEW JERSEY HARBOR
CHANNEL NAVIGATION IMPROVEMENT 50 FT PROJECT
ANCHORAGE CHANNEL CONTRACT 10
S-AN-2
VICINITY MAP
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
US Army Corps of Engineers
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
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D A
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IP
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N A
P P
R
D A
T E
C O
N T
R A
C T N
O
G-001
APPROVED FOR TECHNICAL ADEQUACY BY:
DATE
DATE
DATE
DATE
DATE
APPROVED BY:
APPROVAL RECOMMENDED BY:
This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL
OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET
-D
E C -2
:2 e e n d s v c
P L
O T
T E
D B
Y
A N
S I
D
S A
N
B -G
-0
C O
V .d g n
DESIGN TEAM LEADER
CHIEF, DESIGN BRANCH
CONCURRED BY:
TECHNICAL MANAGER
APPROVAL RECOMMENDED BY:
CHIEF, ENGINEERING MANAGEMENT BRANCH
CHIEF, ENGINEERING DIVISION
New York District
P
M y e r s
H a r b o r
A n c h o r a g e
S
A N J
U L
Y
S A
N
B
G
C O
V d g n e e n d s v c
S u b m i t t e d b y
D E
C
P l o
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U S
A R
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N G
IN
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R D
IS
T R
IC
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N E
W Y
O R
K h tt p /w w w .n a n .u s a c e .a rm y .m il
SHEET
REFERENCE
NUMBER
D
2 3 4 5
A P
P R
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
US Army Corps of Engineers
New York District
M A
Y
N Y
O
R D
E R
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
1SHEET OF 7
N E
W Y
O R
K A
N D N
E W J
E R
S E
Y H
A R
B O
R
C H
A N
N E
L N
A V
IG
A T
IO
N I
M P
R O
V E
M E
N T
F
T P
R O J E
C
A
C H
O R
A G
E C
H A
N N
E L C
O N
T R
A C
T
S -A
N -2
S
C
S
C
G
A
S
C
C O
V E
R S
H E
E T I
N D
E X T
O D
R A
W
IN
G
HARS LOCATION
E
N E
R A
L P
L A
N A
L
IG
N M
E N
T D
A T
A
G-002
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
Y
C K
D B
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D E
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D E
S C
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N
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2 3
C
4 5
A
B
M A
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A P
P R
US Army Corps of Engineers
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
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D A
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M A
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D E
S C
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IP
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N A
P P
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D A
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C O
N T
R A
C T N
O
SHEET OF 7
S A
N
B -G
-0
A N
D .d g n
A N
S I
D e e n d s v c
P L
O T
T E
D B
Y
-D
E C -2
:2
P
M y e r s
H a r b o r
A n c h o r a g e
S
A N J
U L
Y
S A
N
B
G
A N
D d g n e e n d s v c
S u b m i t t e d b y
D E
C
P l t e
New York District
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
N E
W Y
O R
K h tt p /w w w .n a n .u s a c e .a rm y .m il
SHEET
REFERENCE
NUMBERTHIS BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
M A
Y
R D
E R
S
C
S
C
N E
W Y
O R
K A
N D N
E W J
E R
S E
Y H
A R
B O
R
C H
A N
N E
L N
A V
IG
A T
IO
N I
M P
R O
V E
M E
N T
F
T P
R O J E
C H
O R
A G
E C
H A
N N
E L C
O N
T R
A C
T
N -2
S
C
G
A
A 95,043.18 1,012,478.10
B 95,080.59 1,035,447.24
C 68,768.76 1,035,579.89
D 68,739.66 1,019,089.31
E 72,079.26 1,019,084.54
F 72,070.76 1,012,504.69
REFERENCE LINE
CONTRACT AREA ALIGNMENT DATA
ACCEPTANCE AREA NO.4
COORDINATES
(HARS MATERIAL AREA)
ACCEPTANCE AREA NO.1
COORDINATES (UPLAND
PLACEMENT MATERIAL AREA)
ACCEPTANCE AREA NO.2
COORDINATES (UPLAND
PLACEMENT MATERIAL AREA)
ACCEPTANCE AREA NO.3
COORDINATES (UPLAND
PLACEMENT MATERIAL AREA)
Point Coordinates
Northing Easting
GLOBAL MARINE
TERMINAL
PENNINSULA AT
BAYONNE
ACCEPTANCE AREA NO.4
(HARS MATERIAL)
ACCEPTANCE AREA NO.2
(UPLAND PLACEMENT
MATERIAL)
ACCEPTANCE AREA NO.1
(UPLAND PLACEMENT
MATERIAL)
ACCEPTANCE AREA NO.3
(UPLAND PLACEMENT
MATERIAL)
0600 600 1200
SCALE: 1"= 600’
Point Coordinates Station Course Distance Bearings
Northing Easting
1 162 246.91 971 275.96 0+00 1-2 12067.87 N 14^ 26’ 51.72" W
2 173 933.14 968 265.08 120+30 2-3 4923.81 N 12^ 49’ 50.88" E
3 178 734.00 969 358.52 169+81.67 3-3A 1793.05 N 26^ 35’ 04.04" E
3A 180 337.49 970 160.93 187+74.72
Point Coordinates Course Distance Bearings
Northing Easting
A1 175,820.25 967,669.04 A1-A2 2117.26 N 12^ 50’ 17.50" E
A2 177.884.58 968,139.49 A2-A3 63.43 N 39^ 11’ 09.60" W
A3 177,933.74 968,099.41 A3-A4 1176.58 N 12^ 50’ 17.69" E
A4 179,080.91 968,360.85 A4-A5 908.24 N 26^ 34’ 19.40" E
A5 179,893.22 968,767.13 A5-A6 50.05 S 60^ 46’ 00.43" W
A6 179,868.77 968,810.81 A6-A7 1006.68 N 26^ 34’ 19.43" E
A7 180,769.12 969,261.12 A7-A8 1999.83 S 63^ 25’ 40.60" E
A8 179,874.55 971,049.71 A8-AN2B 1666.49 S 26^ 34’ 19.50" W
AN2B 178,384.76 970,304.59 AN2B-A9 3085.76 S 12^ 50’ 17.78" W
A9 175,376.14 969,618.93 A9-A1 1999.83 N 77^ 10’ 09.19" W
Point Coordinates
Northing Easting
A9 175,376.14 969,618.93
B8 177,158.98 970,025.24
B3 177,460.77 968,698.92
B2 176,691.69 968,489.56
B1 175,522.98 968,974.23
Point Coordinates
Northing Easting
B8 177,158.98 970,025.24
B7 177,833.26 970,178.90
B4 177,956.52 969,637.67
B3 177,460.77 968,698.92
Point Coordinates
Northing Easting
B7 177,833.26 970,178.90
AN2B 178.384.76 970,304.59
B6A 179,256.58 970,757.28
B6 179,263.24 970,743.96
B5 179,179.23 970,170.70
B4 177,956.52 969,637.67
Point Coordinates
Northing Easting
A1 175,820.25 967,669.04
A2 177.884.58 968,139.49
A3 177,933.74 968,099.41
A4 179,080.91 968,360.85
A5 179,893.22 968,767.13
A6 179,868.77 968,810.81
A7 180,769.12 969,261.12
A8 179,874.55 971,049.71
B6 179,263.24 970,743.96
B5 179,179.23 970,170.70
B4 177,956.52 969,637.67
B3 177,460.77 968,698.92
B2 176,691.69 968,489.56
B1 175,522.98 968,974.23
STA.105
+00
STA.105
+00
NEW JERSEY
NEW JERSEY
NEW YORK
N E
W
J
E R S
E Y
N
W
R K
N
B
B
B
B
A
A
A
B
B
B
B
B
A
A
3A
A
A
A
A
A
-50.0 FEET CONTOURS-50.0 FEET CONTOURS
APPROX. LOCATION OF PVSC
DIFFUSER ARRAY
PVSC DIFFUSER AREA
(NO SPUDDING OR ANCHORING)
0-
N 175,000
STATEN ISLAND
BROOKLYN
STA.120
+00
N 175,000
E
,0
E
,0
E
,0
N 180,000
E
,0
E
,0
E
,0
N 180,000
KILL VAN KULL
PORT JERSEY CHANNEL
HARS MATERIAL
UPLAND PLACEMENT MATERIAL
LEGEND:
GENERAL NOTES:
1. Soundings refer to the plane of Mean Low Water
The Plane of Mean Low Water is 2.33 feet Below NGVD (1929)
2. Coordinates refer to the Long Island Lambert System (NAD 83)
STA.187+68 END OF
THIS CONTRACT
STA.137+75 BEGINNING
OF THIS CONTRACT
STA.169+92
APPROX. 3520 FEET
R E
F E
R E
N
L
IN
E
P
IN
T
A N
C
A N
E 9 68,0
E 9 70, N
,0
N
,0
N
,0
N
,0
N
,0
E 9 68,0
N
,0
E 9 70, AN2B
B5
B4
B3 B2
B1
A1
A3
A2 AN2C
0 200 200 400FT
SCALE: 1’’= 200’
N E
W
JE
R S E
Y
N
R K
NEW YORK
NEW JERSEY
P O
R T
J E
R S
H
A N
N E
L
TOP OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOP OF SLOPE
REFERENCE LINE
BORING LOCATION
VIBRACORE LOCATION
EXISTING BOTTOM MUD LINE
LEGEND:
F
E
A N
N
ID
T H
S T
A .1
S T
A .18
F
A N
N
ID
T H
S T
A .1
CHANNEL LINE
NOTES:
1. FOR ALIGNMENT DATA SEE SHEET G-002.
2. FOR CROSS SECTIONS SEE SHEET C-301.
3. FOR BORING LOG DATA SHEET B-601 & B-602.
A9
50.0 FEET
K
IL
V
K U
A N
N E
L
P L A
N
S T A
T O
S T A
3A-50
C-101
B7B8
B6
B6A
REQUIRED DREDGING DEPTH EL.-50
(NOT INCLUDING 1.5 FEET
DREDGE TOLERANCE)
REQUIRED DREDGING DEPTH EL.-50.0
(NOT INCLUDING 1.5 FEET
DREDGE TOLERANCE)
ACCEPTANCE AREA NO.4 (HARS MATERIAL)
ACCEPTANCE AREA NO.3
ACCEPTANCE
AREA NO.2
ACCEPTANCE AREA NO.1
UPLAND PLACEMENT MATERIAL
PVSC DIFFUSER AREA
(NO SPUDDING OR ANCHORING)
APPROX. LOCATION OF PVSC
DIFFUSER ARRAY
0 1
0 1
0 1
0 1
A4
A5
A7
A8
A6
ANC-98-51
ANC C2 V-1
ANC C2 V-2
ANC C2 V-3
ANC C2 V-4
ANC C2 V-5
ANC C2 V-6
ANC C2 V-7
ANC C2 V-8
ANC C2 V-9
ANC C2 V-29
ANC C2 V-28
ANC C2 V-27
ANC C2 V-26
ANC C2 V-25
ANC C2 V-24
ANC C2 V-22
ANC C2 V-23
ANC C2 V-21
ANC C2 V-20
ANC C2 V-19
ANC C2 V-18
ANC C2 V-17
ANC C2 V-16
ANC C2 V-15
ANC C2 V-13
ANC C2 V-14
ANC C2 V-12
ANC C2 V-11
ANC C2 V-10
ANC-98-57
ANC-98-56
ANC-98-55
ANC-98-80
ANC-98-54
ANC-98-53
ANC-98-52
ANC-98-50
RHF-98-35
ANC-98-49
ANC-98-48
ANC-98-47
RHF-98-41
ANC-98-46
ANC-98-45
ANC-98-39
ANC-98-40
ANC-98-41
-64 -64-62
-62
-62
-60
-60
-60
-60
-58
-58
-58
-58
-58
-56
-56
-56
-56
-56
-54
-54
-54
-54
-54
-52
-52
-52
-52 -52
-52
-52
-52
-50
-50
-50
-50
-50
-50
-50 -50
-50
-50
-48 -48
-48
-48
-48
-48 -48
-48
-48
-48
-46
-46
-46
-46
-46
-46
-46
-46
-46
-46
-46
-44
-44
-50
-50
-50
-50
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
US Army Corps of Engineers
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
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IP
T
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N A
P P
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D A
T E
C O
N T
R A
C T N
O
XXXSHEET OF 7
S A
N
B -C -1
A N
D .D
G N
A N
S I
D e e n d s v c
P L
O T
T E
D B
Y
-D
E C -2
:2
P
M y e r s
H a r b o r
A n c h o r a g e
S
A N J
U L
Y
S A
N
B
C
A N
D
D G
N e e n d s v c
S u b m i t t e d b y
D E
C
P l t e
New York District
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
N E
W Y
O R
K h tt p /w w w .n a n .u s a c e .a rm y .m il
SHEET
REFERENCE
NUMBERTHIS BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
0 1"
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
M A
Y
R D
E R
S
C
S
C
N E
W Y
O R
K A
N D N
E W J
E R
S E
Y H
A R
B O
R
C H
A N
N E
L N
A V
IG
A T
IO
N I
M P
R O
V E
M E
N T
F
T P
R O J E
C H
O R
A G
E C
H A
N N
E L C
O N
T R
A C
T
N -2
S
C
G
-10
-20
-40
-60
-10
-20
-40
-60
STA.185+00
-10
-20
-40
-60
1100 900 600 300 0 300 600 900 1100
1.5 ft Paid dredge tolerance
STA.180+00
-10
-20
-40
-60
1100 900 600 300 0 300 600 900 1100
1.5 ft Paid dredge tolerance
-10
-20
-40
-60
-10
-20
-40
-60
STA.175+00
-10
-20
-40
-60
1100 900 600 300 0 300 600 900 1100
1.5 ft Paid dredge tolerance
STA.169+92
-10
-20
-40
-60
1100 900 600 300 0 300 600 900 1100
1.5 ft Paid dredge tolerance
-10
-20
-40
-60
-10
-20
-40
-60
STA.165+00
1100 900 600 300 0 300 600 900 1100
1.5 ft Paid dredge tolerance
STA.160+00
1100 900 600 300 0 300 600 900 1100
1.5 ft Paid dredge tolerance1.5 ft Paid dredge tolerance
-10
-20
-40
-60
-10
-20
-40
-60
STA.150+00
1100 900 600 300 0 300 600 900 1100
1.5 ft Paid dredge tolerance
1.5 ft Paid dredge tolerance
STA.140+00
1100 900 600 300 0 300 600 900 1100
EASTWESTEASTWEST
0 200 200
HORIZONTAL SCALE 1"=200’
0 20 20
VERTICAL SCALE: 1’’= 20’
Undisturbed earth
Reference Line (Typ.)
Required dredging depth EL. -50.0 (Typ.)Existing Bottom (19 Mar to 10 Apr, 2009 Survey) (Typ.)
Existing Channel 2000ft(Typ)
Note:
- Cross sections are taken looking in the directions of increasing stationing perpendicular to the Reference line.
- For locations of cross sections see plan Sheet C-101
- For boring log data see Sheet B-601 & B-602.
- Cross sections are not intended for volume computations.
- For boring locations see sheet C-101
821 Feet (Upland Placement Material)1179 Feet (HARS Material)
615 Feet (HARS Material) 1385 Feet (Upland Placement Material)
899 Feet (Upland Placement Material)
520 Feet (Upland Placement Material)
455 Feet (Upland Placement Material)
462 Feet (Upland Placement Material)
121 Feet (Upland Placement Material)
1.5 ft Paid dredge tolerance
Required dredging depth EL. -50.0 (Typ.)
LEGEND:
Existing Grade (Typ.)
Existing Grade (Typ.)
1480 Feet (HARS Material)
1101 Feet (HARS Material)
50 Feet
50 Feet
50 Feet
50 Feet
Side slope
1V on 3H (Typ.)
Approx. 525 Feet (HARS Material)
Approx. 450 Feet (HARS Material)
Approx. 1070 Feet (HARS Material)
Approx. 810 Feet (HARS Material)
Estimated 930 Feet ( Within Contract Limits)
Estimated 1070 Feet ( Within Contract Limits)
Estimated 1080 Feet ( Within Contract Limits)
Estimated 1050 Feet ( Within Contract Limits)
Acceptance Area No. 1Acceptance Area No. 4
Acceptance Area No. 4 Acceptance Area No. 1
Acceptance Area No. 4 Acceptance Area No. 2
Acceptance Area No. 3Acceptance Area No. 4
Acceptance Area No. 4 Acceptance Area No. 3
Acceptance Area No. 4 Acceptance Area No. 3
Acceptance Area No. 4
Acceptance Area No. 4
Acceptance Area No. 3
C-301
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
S O
L
IC
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A T
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N N
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D B
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D E
S C
R
IP
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IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
US Army Corps of Engineers
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
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M A
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D E
S C
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IP
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IO
N A
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D A
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C O
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SHEET OF 7
S A
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B -C -X
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D e e n d s v c
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H a r b o r
A n c h o r a g e
S
A N J
U L
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S A
N
B
C
X S
N d g n e e n d s v c
S u b m i t t e d b y
D E
C
P l t e
New York District
U S
A R
M Y E
N G
IN
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R D
IS
T R
IC
T
N E
W Y
O R
K h tt p /w w w .n a n .u s a c e .a rm y .m il
SHEET
REFERENCE
NUMBERTHIS BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
M A
Y
R D
E R
S
C
S
C
N E
W Y
O R
K A
N D N
E W J
E R
S E
Y H
A R
B O
R
C H
A N
N E
L N
A V
IG
A T
IO
N I
M P
R O
V E
M E
N T
F
T P
R O J E
C H
O R
A G
E C
H A
N N
E L C
O N
T R
A C
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N -2
S
C
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B-601
B-601
B
B
S O
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IC
IT
A T
IO
N N
O
F
IL
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A M
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D W
N B
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C K
D B
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N E
D B
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D E
S C
R
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
US Army Corps of Engineers
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
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D E
S C
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IP
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N A
P P
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D A
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C O
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SHEET OF 7
S A
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B -B -6
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D e e n d s v c
P L
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D B
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M y e r s
H a r b o r
A n c h o r a g e
S
A N J
U L
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S A
N
B
B d g n e e n d s v c
S u b m i t t e d b y
D E
C
P l t e
New York District
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
N E
W Y
O R
K h tt p /w w w .n a n .u s a c e .a rm y .m il
SHEET
REFERENCE
NUMBERTHIS BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
M A
Y
R D
E R
S
C
S
C
N E
W Y
O R
K A
N D N
E W J
E R
S E
Y H
A R
B O
R
C H
A N
N E
L N
A V
IG
A T
IO
N I
M P
R O
V E
M E
N T
F
T P
R O J E
C H
O R
A G
E C
H A
N N
E L C
O N
T R
A C
T
N -2
G
A
E X P L O
R A T
IO
E E T
A N
C H
O R
A G
E
S
U B S
U R F
A C
E S .C
.B
S .C
S .C
S1 = Location of Sample for Testing
USCS = Unified Soil Classification Symbol
% G = Percent Gravel-sized particles
% S = Percent sand-sized particles
LL = Liquid Limit PL = Plastic Limit
% H2O = Water Content (Wt H20 / Wt Dry Soil)
SG = Specific Gravity
% F = Percent fines (silt and clay)
TABLE OF SOIL TESTING - ABBREVIATIONS
PI = Plasticity Index (LL- PL)
LEGEND
NOTES:
NY DISTRICT, U.S. ARMY CORPS OF ENGINEERS
PRODUCED BY THE PHYSICAL AND CHEMICAL WEATHERING
OF ROCKS, AND WHICH MAY CONTAIN ORGANIC MATTER.
BOULDER ... larger than 8"
COBBLE OR
SMALL STONE... 8"-3"
GRAVEL coarse...3"to �"
SAND coarse...4.76 mm to 2 mm medium...2 mm to 0.42 mm fine.....0.42 mm to 0.074 mm
SILT and CLAY...finer than 0.074 mm
Minor component % terms of total sample are as follows:
and.....40 to 50% some....40 to 20% little..20 to 10% trace...10 to 1%
CLASSIFICATION AND TERMS
SOILS WERE VISUALLY CLASSIFIED ACCORDING
TO THE "UNIFIED SOIL CLASSIFICATION SYSTEM."
SUBSURFACE EXPLORATION WAS CONDUCTED BY
2.
SOILS: SEDIMENT OR OTHER UNCONSOLIDATED PARTICLES
BEDROCK: NATURAL SOLID MINERAL MATTER (ROCK) OCCURRING
IN GREAT THICKNESS AND EXTENT IN ITS NATURAL LOCATION.
NORMALLY UNDERLIES SOIL.
WOR = WEIGHT OF RODS WOH = WEIGHT OF HAMMER
3. ABBREVIATIONS
DATUM = Mean Low Water (M. L. W.)
4. DATE OF EXPLORATION
NR = No Recovery NS = Insufficient Sample
Cobbles (3" - 8") and Boulders (greater than 8")
Inorganic CLAY with high plasticity
Poorly graded SAND, or SAND and GRAVEL with little or no fines
Clayey GRAVEL or GRAVEL-SAND-CLAY mixtures
Inorganic to slightly organic SILT with slight plasticity
Well graded SAND with little or no fines (Silt and Clay)
Poorly-graded GRAVEL or GRAVEL-SAND mixtures with little or no fines.
Well-graded GRAVEL or GRAVEL-SAND mixtures with little or no fines
Silty SAND or SAND-SILT mixtures
Clayey SAND or SAND-CLAY mixtures
Inorganic CLAY with low to medium plasticity
Organic SILT and organic SILT-CLAY mixtures with low plasticity liquid limit
Organic CLAY with medium to high plasticity
Inorganic SILT - commonly micaceous or diatomaceous with high
Silty GRAVEL or GRAVEL-SAND-SILT mixtures
Shells or shell fragments
Wood or wood fragments
LOGS WITH "V" DESIGNATIONS ARE VIBRACORES
Major component is shown with all letters CAPITALIZED
SUBSURFACE EXPLORATION NOTES
STANDARD PENETRATION TEST (SPT) METHODS AND
PROCEDURES (140# HAMMER, THIRTY-INCH DROP,
AND TWO-INCH SPLIT SPOON) WERE EMPLOYED
TO COLLECT SAMPLES, EXCEPT WHERE NOTED.
fine...3/4" to 4.76 mm
FOR BORING AND VIBRACORE LOCATIONS
SEE PLAN SHEETS.
ANC 98-39 through ANC 98-80 Jan. Feb. 1998
ANC C2 V-1 through ANC C2 V-29 Aug. 1998
RHF 98-35 & 98-41 Jan. Feb. 1998
USCS % G % S % F LL PL PI % H2OUSCS % G % S % F LL PL PI % H2OSMPLE SMPLE SGSG
CL 25.8 74.23
ANC 98-39
-48.0
-50.0
-52.0
Dark gray to black, very
SILT, some fine Sand (OL)
Dark gray to black, very
SILT, trace fine Sand (OL)
Dark gray, very soft, slightly
Sand (OL)
ANC 98-40
-45.7
-50.5
-55.5
Black, slightly plastic SILT
(OH)
Dark gray to black, moderately
(OL)
Dark gray to black, slightly
ANC 98-41
-47.5
-50.5
-55.5
-59.5
Black, very soft, slightly
Gravel (OL)
Black, slightly plastic
SILT, some fine Sand (OL)
Dark gray, very soft, slightly plastic SILT, some fine Sand, trace shell fragments (OL)
Dark gray, very soft, slightly
(OL)
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
S13
S14
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
S13
S14
Trace Shell
Fragments(8’-12’) soft, slightly plastic soft, slightly plastic plastic SILT, some fine
-50
-55
-60
-65
-70
-75
TD = -75.0’
T
-50
-55
-60
-65 TD = -65.2
stiff, slightly plastic SILT plastic CLAY (OH)
TD = -75.5’
-50
-55
-60
-65
-70
-75 plastic SILT, trace fine plastic SILT, some fine Sand
ANC 98-45
-46.5
-56.5
-70.5
Dark gray, very soft, slightly plastic SILT, trace fine Sand, with trace shell fragments and plant debris (OL)
Gray, very soft, slightly plastic SILT, trace fine
Sand, with trace shell fragments and plant debris (OL)
Gray, very soft, slightly to moderately plastic SILT, trace fine Sand (OL)
ANC 98-46
-48.0
-52.0
-56.0
-70.0
Dark gray, very soft, slightly plastic SILT (OL)
Gray to dark gray, very soft, slightly plastic
SILT, trace fine Sand, with trace of shell fragments
(OL)
Gray to dark gray, very soft, slightly plastic SILT, trace fine Sand (OL)
Gray to dark gray, very soft, slightly plastic
SILT, trace fine Sand, with trace shell fragments (OL)
ANC 98-47
-48.0
-52.0
-60.0
-64.0
-72.0
Black, very soft, slightly plastic SILT (OL)
Dark gray, very soft, slightly plastic SILT (OL)
Gray, very soft, slightly
Gray, very soft, slightly
Sand (OL)
Gray, very soft, slightly fine Sand, with trace shell fragments (OL)
ANV 98-48
-48.5
-52.5
-56.5
-62.5
-64.5
Dark gray, very soft, slightly plastic SILT, with trace of coarse sand and gravel in thin (2") lenses
(OL)
Dark gray to gray, very soft, slightly plastic SILT
(OL)
Gray, very soft, slightly plastic SILT (OL)
Gray, very soft, slightly
Sand (OL)
Gray, very soft, moderately plastic, Clayey SILT (OL)
ANC 98-49
49.0
-50.5
Black, very soft, moderately
Dark gray, very soft, slightly plastic SILT, trace fine Sand
(OL)
ANC 98-50
-45.4
-55.2
-60.2
-62.1
Dark olive gray to black, soft, Black to dark gray, slightly odor (OL)
Dark gray, slightly plastic, Clayey SILT (OL)
Black to dark gray CLAY (OH)
ANC 98-51 664896
614499-46.0
-46.6
-48.0
-50.0
-52.0
-58.0
-62.0
-64.0
-70.0
-74.0
Black, very soft, slightly
Dark gray, very soft SILT, Dark gray, very loose, fine
Gray, moderately dense, Gray, very loose, fine to medium SAND, trace shell fragments (SP)
Gray, very soft, moderately trace fine Sand (OL)
Gray, very soft, moderately trace fine Sand, trace red-brown Clay (OL)
Gray, very soft, moderately trace fine Sand (OL)
ANC 98-52
-53.4
Dark gray to black, soft, (OL)
ANC 98-53
-49.5
-51.5
-53.5
-65.5
-69.5
Gray to dark gray, very
(OL)
Gray to dark gray, very
SILT, trace fine Sand (OL)
Gray to dark gray, very
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
S13
S14
S15
Trace Shell
Fragments(0’-4’)
Strong Odor
(0’-4’)
Trace Shell
Fragments(8’-24’)
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
S13
S14
Strong Odor
(0’-4’)
Trace Shell
Fragments(4’-8’)
Trace Shell
Fragments(22-27’)
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
S13
S14
Trace Shell
Fragments(24’-TD)
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
S13
S14
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
Trace Shell
S1
S2
S4
S5
S6
S7
S8
S9
S3
S10
S11
S12
S13
S14
S15
S16
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
S13
Trace Shell
-50
-55
-60
-65
-70
-75 TD = -75.5’
TD = -75.0’
-50
-55
-60
-65
-70
-75 plastic SILT (OL) plastic SILT, trace fine plastic SILT, trace
-50
-55
-60
-65
-70
-75 TD = -75.0’
Strong odor
0.0’-4.0’ plastic SILT, trace fine
-50
-55
-60
-65
-70
-75
TD = -76.5’
plastic, Clayey SILT
-50
-55
-60
-65
-70
-75
TD = -75.0’
T
T-50
-55
-60
TD = -62.4’
slightly plastic SILT (OL) plastic SILT, with putrid
Putrid odor
9.8’-14.8’ plastic SILT, tr. f. Sand (OL) little to some Sand, tr. fine
Gravel (OL)
SAND, trace Gravel (SW)
Dark gray, very loose, fine
GRAVEL, some fine to coarse
Sand, trace Silt (GP)
Gray, loose, medium to coarse
SAND, some fine gravel (SP) medium to coarse SAND, trace fine Gravel (SW)
Fragments
.6’-18’ plastic, Clayey SILT, plastic, Clayey SILT, plastic, Clayey SILT, TD = -76.0’ slightly plastic, Clayey SILT
Petroleum odor
0.0’-16.6’-55
-60
-65
-70
TD = -68.0’
Dark gray, very soft, slightly plastic SILT, trace of decayed roots/plants (OL)
Fragments (0’-4’) soft, slightly plastic SILT soft, slightly plastic
Gray to dark gray, very soft slightly plastic to moderately plastic Clayey SILT (OL) soft, slightly plastic SILT, trace fine Sand (OL)
TD = -75.5’
-50
-55
-60
-65
-70
-75
-50
-55
-60
-65
-70
-75
ANC 98-54
-48.5
-51.5
-60.5
-64.5
-68.5
Dark gray, very soft, SILT (OL)
Dark gray, very soft, slightly plastic SILT, trace fine Sand
(OL)
Gray, very soft, slightly
Sand, trace shell fragments
(OL)
Gray, very soft, slightly
Gray, very soft, slightly
Sand, trace shell fragments
(OL)
ANC 98-55
-61.0
-65.0
-72.0
Black, very soft, slightly fragments (OL)
Dark gray, very soft, slightly plastic SILT (OL)
Gray, very soft, slightly plastic SILT (OL)
ANC 98-56
-50.0
-58.0
-70.0
Gray to dark gray, very soft, plastic SILT, trace fine Sand
(OL)
Gray, very soft, slightly
(OL)
Gray, very soft, modrately
Sand (OL)
ANC 98-57
-49.4
-59.2
Black CLAY, with small shell fragments (OH)
Dark gray CLAY, with small
ANC 98-58
-55.9
-60.7
-65.7
Black CLAY, with shell fragments (OL)
Black CLAY (OL)
Black CLAY (OH)
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
S13
Shell Fragments
(12’-16’)
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
WOR
S13
S12
S11
S10
S9
S8
S7
S6
S5
S4
S3
S2
S1
Trace moderately plastic, Clayey plastic SILT, trace fine plastic SILT, trace fine
Sand (OL) plastic SILT, trace fine
-50
-55
-60
-65
-70
-75 TD = -74.9’
TD = -76.0’
-65
-70
-75 plastic SILT, trace shell
Trace Shell
Fragments 0-4’
-55
-60
-65
-70
-75 TD = -75.0’
slightly to moderately plastic SILT, trace fine Sand plastic SILT, trace fine
T
T
T
T
-50
-55
-60
-65
TD = -66.0’
Shell
Fragments 0-TD shell fragments (OH)
-60
-65
-70
T
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
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ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
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ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
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ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
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ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
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ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
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ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
RHF98-35
-48.8
-53.8
-55.8
-69.3
-63.3
Black SILT, some Clay, little Very Fine Sand.
(ML)
Dark Gray to Black, Very Fine
SAND and SILT, some Clay.
(SM-ML)
Dark Gray, Very Fine SAND, Dark Gray CLAY, some Silt, little Very Fine Sand.
(CH)
Dark Gray, Very Fine SAND
(SM-ML)
Dark Gray SILT and Very Fine
W
O
R
C/0
W
O
R
R
O
W
Strong petroleum odor 0.0’-4.0’
Petroleum odor
4.0’-10.0’
Very faint organic odor 10.0-’12.0’
Trace shells
19.0’-20.0’
-45.8
Trace shell fragments 10.0-13.5’ some Silt and Clay. (SM) slightly fossiliferous, and SILT, some Clay.
SAND, some Clay. (ML-SM)
-50
-55
-60
-65
RHF 98-41
-47.4
-49.4
-65.5
-71.5
-75.5
-79.4
-81.4
Black, fine SAND, some Silt and Clay (SM)
Dark gray Clayey SILT, trace to some fine Sand (MH)
Dark gray, slightly fossiliferous, fine SAND, some Silt and Clay (SM)
Gray, slightly fossiliferous, fine SAND, some Silt and Clay
(CL)
Dark gray, slightly fossiliferous, fine SAND, some Silt and Clay (SM)
Dark gray, slightly fossiliferous, Clayey SILT
(MH)
Gray. slightly fossiliferous, Silty CLAY (CH)
LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
E R
W O R
R O W
W O R
R O W
W
W
W
O
O
O
R
R
R
R O W
H
Trace of small shell fragments
18.1-44.1’
49.6’-72.6’ shell fragments
Trace of small
-50
-55
-60
-65
-70
-75
-80
-85
-90
-95
-100
-105
-110
-115
-120
TD = -120’
Shelby Tube
44.1’ - 44.6’
SMPL NOATION SMPLE
SMPL NOATIONSMPL NO LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description)
S A
M P
L E
N U
M B
E R
176012
967893
176025
968868
176190
969663
176820
967870
176858
968915
176943
969866
177803
968199
177903
968893
177931
969943
178944
969153
179012
969882
179303
970665
179906
969184
179962
969938
180980
969943
179977
970985
177472
970361
176474
970176
Dark gray to black SILT, some fine Sand (OL) shell fragments Dark gray to black SILT, some fine Sand (OL) shell fragmentsDark gray to black SILT, some fine Sand (OL)
Dark gray to black SILT (OL)
Dark gray to black SILT, some fine Sand (OL) shell fragments
Dark gray-black SILT some fine
Sand (OL)
Dark gray-black SILT some fine
Sand (OL)
Dark gray-black SILT some fine
Sand (OL) Shell fragmentsDark gray-black SILT some fine
Sand (OL)
Shell fragments shell fragments shell fragments shell fragments shell fragments shell fragments shell fragments shell fragments shell fragments shell fragments shell fragments
Black to dark gray SILT and fine SAND (OL-SM) shell fragments shell fragments shell fragments
Dark gray-black SILT and fine
SAND (SM-OL)
Dark gray-black SILT and fine
SAND (SM-OL)
Dark gray-black SILT some fine
Sand (MS-OL)
Dark gray-black SAND and SILT
(SM-OL)
Dark gray-black SAND and SILT
(SM-OL)
Black to dark gray SILT and fine SAND (OL-SM)
Black to dark gray SILT and fine SAND (OL-SM)
Black to dark gray SILT and fine SAND (OL-SM)
Black to dark gray SILT and fine SAND (OL-SM)
Black to dark gray SILT, some fine Sand (OL)
Black to dark gray fine SAND and SILT (SM-OL)
Dark gray to black SILT (OL)
Dark gray-black,fine SAND some
SILT (SM)
Dark gray-black SAND and SILT
(SM-OL)
Black to dark gray fine SAND, some Silt (SM)
Black to dark gray fine SAND and
SILT (SM-OL)
Black to dark gray fine SAND and
SILT (SM-OL)
Black to dark gray fine SAND and SILT (SM-OL)
Black to dark gray fine SAND and
SILT (SM-OL)
Black to dark gray fine SAND, some SILT (SM-OL)
Black to dark gray fine SAND, some Silt (SM)
USCS % G % S % F LL PL PI % H2ODEPTH
1.8 45.6 52.6 36
USCS % G % S % F LL PL PI % H2ODEPTH
0.2 44.0 55.8 37
USCS % G % S % F LL PL PI % H2ODEPTH
0.2 39.4 60.4 35.4
USCS % G % S % F LL PL PI % H2ODEPTH
0.1 28.9 71.1 38.5
USCS % G % S % F LL PL PI % H2ODEPTH
0.1 39.4 60.5 35.3
USCS % G % S % F LL PL PI % H2ODEPTH
0.5 31.2 68.3 44.3
USCS % G % S % F LL PL PI % H2ODEPTH
35.9 63.7
USCS % G % S % F LL PL PI % H2ODEPTH
24.1 75.5 43
USCS % G % S % F LL PL PI % H2ODEPTH
35.3 64.4
.4 37.4 .4
.3 36.1
USCS % G % S % F LL PL PI % H2ODEPTH
29.1 36.1
USCS % G % S % F LL PL PI % H2ODEPTH
55.1 28.2.1 36.1
USCS % G % S % F LL PL PI % H2ODEPTH
26.1 73.1.8 42.27.9 63.0
USCS % G % S % F LL PL PI % H2ODEPTH
40.1 57.7 35.8
USCS % G % S % F LL PL PI % H2ODEPTH
41.9 58.0.1 37.5
USCS % G % S % F LL PL PI % H2ODEPTH
48.1 51.9 34.4
USCS % G % S % F LL PL PI % H2ODEPTH
63.3 36.4 32.9
USCS % G % S % F LL PL PI % H2ODEPTH
49.1 50.9 39.8
USCS % G % S % F LL PL PI % H2ODEPTH
48.3 51.5 35.22.2
USCS % G % S % F LL PL PI % H2ODEPTH
0.8 58.1 41.1 35.8
USCS % G % S % F LL PL PI % H2ODEPTH
0.5 50.0 49.5 31.4
USCS % G % S % F LL PL PI % H2ODEPTH
0.5 54.3 45.2 33.8
USCS % G % S % F LL PL PI % H2ODEPTH
0.1 46.9 53.0 39.7
USCS % G % S % F LL PL PI % H2ODEPTH
0.1 60.9 39.0 34.9
USCS % G % S % F LL PL PI % H2ODEPTH
0.0 57.4 42.6 36.4
USCS % G % S % F LL PL PI % H2ODEPTH
0.0 41.5 58.5 40.9
USCS % G % S % F LL PL PI % H2ODEPTH
0.0 41.3 58.7 35.5
USCS % G % S % F LL PL PI % H2ODEPTH
0.0 32.6 67.4 40.4
USCS % G % S % F LL PL PI % H2ODEPTH
0.0 45.2 54.8 36.3
USCS % G % S % F LL PL PI % H2ODEPTH
0.0 44.3 55.7 37.0
0.3
0.0
0.20.0
COMP COMP
COMP COMP COMP
COMP
COMP
COMPCOMP
COMP
COMP
COMP COMP COMP COMP
COMP
COMP
COMPCOMPCOMPCOMP
COMPCOMP
COMP COMP COMP COMP COMP COMP
SG SG SG SG SG SG
SG SG
SG SG SG SG
SG SG SG SG
SG
SG
SG
SG
SG SG
SG
SG
SGSG
SGSG SG
A N
C H
O R
A G
E
S
U B S
U R F
A C
E
E X P L O
R A T
IO
E E T
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-47.8’
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
-50
-55
Total Depth 52.5’
Total Depth = 53.8’
-50
Total Depth 54.6’
-50
-55
-55
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
Total Depth 54.2’
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
-50
-55
Total Depth 55.3’
Total Depth = 51.5’
-50
Total Depth 54.7’
-50
-55 -55
Total Depth 51.5’
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
Total Depth 52.2’
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
Total Depth 54.6’
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
Total Depth 52.0’
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
618322
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
-50
-55
Total Depth 51.5’
Total Depth = 52.2’
-50
Total Depth 51.5’
-50
-55
-55
Total Depth 51.5’
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
Total Depth 52.5’
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
ANC C2 V-1 ANC C2 V-2 ANC C2 V-3 ANC C2 V-4 ANC C2 V-5
ANC C2 V-13 ANC C2 V-14 ANC C2 V-15 ANC C2 V-16 ANC C2 V-17 ANC C2 V-18
ANC C2 V-11ANC C2 V-10
ANC C2 V-6
ANC C2 V-7 ANC C2 V-8 ANC C2 V-9 ANC C2 V-12
-47.5’
179830
970875
180026
970137
179591
970228-47.1’ -49.7’ -47.3’
179357
969769
178911
969859
178691
969280-50.1’
-46.9’ 969470 -49.8’
178235
968964 -47.2’
177673
968839 -47.2’
177654
968197 -47.9’
177058
968251 -47.0’
176599
967904
-46.2’
176260
968427 -47.2’
175939
967976 -47.2’
175759
968599 -46.1’
175822
968916 -45.2’
175771
969471 -46.7’
176313
-55
-60
Total Depth 55.2’
178041
Shell fragments
Shell fragments Shell fragments
Shell fragments
Shell fragments Shell fragments Shell fragments
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
-50
-55 Total Depth = 53.0’
-50
-50
-55
-55
Total Depth 51.5’
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
-50
-55
-50 -50
-55 -55
Total Depth 51.5’
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
REMARKS
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
BLOWS
6"
S A
M P
L E
N U
M B
E R
-50
-55
ANC C2 V-19 ANC C2 V-20 ANC C2 V-21 ANC C2 V-22 ANC C2 V-23 ANC C2 V-24
ANC C2 V-25 ANC C2 V-26 ANC C2 V-27 ANC C2 V-28 ANC C2 V-29
-45.5’
176431
969467 -47.3’
176755
968704 -46.0’
176937
969276 -45.5’
176884
969845 -47.6’
177340
968857 -46.2’
177304
969645
-47.0’
177723
969471 -45.1’
177599
969996 -46.6’
178137
969957 -47.0’
178609
970158 -46.7’
179064
970379
Total Depth 51.7’
Total Depth 51.7’
Total Depth 51.6’
Total Depth 53.2’
Total Depth = 54.0’ Total Depth 52.4’
Total Depth 52.6’ Total Depth 52.7’
968963
Total Depth 52.0’
B
B
B-602
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
US Army Corps of Engineers
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 7
S A
N
B -B -6
.d g n
A N
S I
D e e n d s v c
P L
O T
T E
D B
Y
-D
E C -2
:2
P
M y e r s
H a r b o r
A n c h o r a g e
S
A N J
U L
Y
S A
N
B
B d g n e e n d s v c
S u b m i t t e d b y
D E
C
P l t e
New York District
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
N E
W Y
O R
K h tt p /w w w .n a n .u s a c e .a rm y .m il
SHEET
REFERENCE
NUMBERTHIS BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
M A
Y
R D
E R
S
C
S
C
N E
W Y
O R
K A
N D N
E W J
E R
S E
Y H
A R
B O
R
C H
A N
N E
L N
A V
IG
A T
IO
N I
M P
R O
V E
M E
N T
F
T P
R O J E
C H
O R
A G
E C
H A
N N
E L C
O N
T R
A C
T
N -2
G
A
SUBSURFACE EXPLORATION NOTES SEE B-601
SOUNDINGS REFER TO THE PLANE OF MEAN LOW WATER
THE SOUNDING DATA DEPICTED ON THIS MAP WAS COLLECTED
USING CLASS 1 SURVEY STANDARDS IN ACCORDANCE WITH
EM 1110-2-1003.
NOTE:
COORDINATES REFER TO THE LONG ISLAND LAMBERT (NAD 1983)
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 PLANE OF MEAN LOW WATER IS 2.33 FEET BELOW NGVD (1929)
N
R
R B
O R
A N
C H
O R
A
A N
N E L
N A
V
IG
A T
IO
N
IM
P R
O V E
M E
N T
P
R O J E
C T
VH-101
O P E
R A T
IO
IV
IS
IO
N
S U
R V E
Y
S E
C T
IO
N
C E
N A
N O
P S
S A
N 1/
SHEET 7 OF 7
S-AN-1/2 P/S FILE NO. 138
3368D/Z MOD A
H Y
D R
O G
R A P
IC
R V E
Y
P
M y e r s
H a r b o r
A n c h o r a g e
S
A N J
U L
Y
A S h d g n e e n d s v c
S u b m i t t e d b y
D E
C
P l t e
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 01910
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 01910
THIS SURVEY WAS PERFORMED USING RTK GPS FROM STATION "CAVEN POINT".
THE DATA ON THIS MAP REPRESENTS THE SOUNDINGS
CLOSEST TO THE CENTER, OF A 40’ CELL USING THE COMPLETE DATA SET.
A P
P R
O V
E D
A P
P R
O V
E D
C H I
R V
E Y
A P
P R
O V
E D
A P
P R
O V
E D
F I
E
R T
O G
R A
P H
E R
L E
R T
O G
R A
P H
E R
C I
V I
G I
N E
E R I
C H
N I
C I
A N
S C
A L
E
D A
T
R V
E Y
F I
E
O K
S
O N
E
I
N
E T
M
R T
E
S T I
G L I
O N
E
J
A Z
I
T H
M O
N
R
D A
T E
P O
R T
J E
R S
A N
N E
L
K
IL
V
A N
N E
L
D E
P A
R T
M E
M Y
N
R
R K
N
S T
R I
C T
C O
R
G I
N E
E R
S
F I
A N
S
R E
Q U
E
D
Z
M
O D I
F I
A N
N
N E
S
D C
A8
A7
A9
A1
-50
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