Amend2plans.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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Amendment 0002 with 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 | ||
| Plansamd1San2b12182009.pdf | ||
| Amend No 1 FBO Post(3).doc.pdf | ||
| USACE CCRcalculator S-AN-2.xls | XLS spreadsheet | |
| W912DS-10-B-0004-Plans.pdf | ||
| W912DS-10-B-0004-Specs.pdf | ||
| Anchorage Channel Upland Data Tables.pdf | ||
| surveySAN2.dgn | — | |
| Upland Testing Report.PDF |
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B-601
B-601
B
B
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 o t
D a 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
N Y
B O
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 T
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
G
A
E X P L O
R A T
IO
H
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
ANC=ANCHORAGE
RHF=RED HOOK FLATS
T Y
P E
R
R
R
R R
E C
T E
D
A D
D
T E
2 2
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)
-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
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
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)
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
ANC 98-48
| 05 |
| References |
| borings, SAN2B-B-LOG601.dgn |
File details come from the government source that posted it. Updated .