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P3577 P3578P3579
P3580 P3581 P3576
X
X X
X
P3704
P3703 P3702
P4
X
X
X
X
X
X
X
X
X
P3701 P3587 P3586
P3585 P3584
P3583
P3582
P34P35
X
X X X X
SHARK BLVD.
SW
OR
DF
IS
H
AV
E.
SN
OO
K
AV
E.
AMBERJACK RD.
PROVIDENCE AND WORCESTER RR.
P5
AMBERJACK RD.
SHARK BLVD.
4.07
3.20
6"
10"
4.073.64
8"
3.18 3.02
GATE 10
X
14" CLEARGAS UNDER TEL. 8" ST HP 1992
4'.
0 C
OV
X X
BLDG 478
AMBERJACK ROADBLDG 174
EXISTING PIER 31
EXISTING PIER 33
EXISTING FLOATING
SECURITY BARRIER
EDGE OF EASTERLY
SHIPPING CHANNEL
EXISTING
QUAYWALL
NEW PIER 32
HA17-P1
HA17-B1
HA17-P2
HA17-B2
HA17-P3
HA17-B3
HA17-B4\B4A
HA17-B5
HA17-B6 HA17-B7
HA17-B8
HA19-B4
HA19-B3
HA19-B2
HA19-B1
HA19-P1
HA19-P2
THAMES RIVER
FLOOD
EBB
CRANE WEIGHT TEST AREA
QUAYWALL DEMOLITION &
CONSTRUCTION
CRANE WEIGHT TEST AREA 2
CRANE WEIGHT TEST AREA 1
EXISTING
PIER 32
DEMOLITION
EXISTING PIER 17
STUB DEMOLITION
EXISTING PIER 17
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
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DRAWFORM REVISION: 12 APRIL 2018
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ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
200'0 100' 1" = 100'
PLAN
NORTH
SCALE: 1" = 100'
GEOTECHNICAL INVESTIGATIONS PLAN
GE
OT
EC
HN
IC
AL
IN
VE
ST
IG
AT
IO
NS
P
LA
N
B-101 12805549
AS NOTED
MCM WBT MEW
A1 B-302
A1 B-301
NOTES:
1. SOIL BORINGS SHOWN WERE PERFORMED AS A PART OF THIS PROJECT. FOR LOGS OF
THESE SOIL BORINGS, SEE SHEETS B-601 THROUGH B-613.
2. ELEVATIONS SHOWN ON THE SOIL BORINGS ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM (NAVD88), UNLESS OTHERWISE NOTED.
3. SOIL BORING INFORMATION IS PROVIDED FOR CONTRACTORS INFORMATION ONLY. THE
GOVERNMENT MAKES NO REPRESENTATIONS ABOUT SUBSURFACE CONDITIONS THAT MAY
BE ENCOUNTERED WITHIN THE LIMITS OF THE PROJECT.
4. SOIL BORINGS REPRESENT SUBSURFACE INFORMATION ONLY AT THE LOCATION OF THE
BORING AND IS NOT INTENDED TO BE CONSIDERED TYPICAL BEYOND THE LIMITS OF THE
BORING.
5. SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION FOR THIS
PROJECT PERFORMED BY THE FOLLOWING. FOR ADDITIONAL INFORMATION, INCLUDING
HISTORICAL SUBSURFACE EXPLORATIONS, REFER TO THE "FINAL GEOTECHNICAL
ENGINEERING REPORT, P-898 REPLACE SSN BERTHING PIER 32, NAVAL SUBMARINE BASE
NEW LONDON, GROTON, CONNECTICUT" DATED NOVEMBER 2019.
HALEY & ALDERICH, INC.
100 CORPORATE PLACE, SUITE 105
ROCKY HILL, CT 06067
(860) 290-3111
LEGEND:
APPROXIMATE SOIL BORING LOCATION AND DESIGNATION PERFORMED BY
HALEY & ALDRICH, INC. AS PART OF THIS PROJECT.
HA17-B2
EL. - 38.7
HA17-B4A
BOE
HA17-B6
50/0"
50/0"
HA17-B8
HA17-P1
EL. - 22.0
18 N
HA17-P2
HA17-P3
BOE
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
-140
-150
-160
-170
-180
-190
EL
IN
F
EE
T (N
AV
D8
8)
0+00 1+00 2+00 3+00 4+00 5+00
BE
NT
BE
NT
.5
BE
NT
BE
NT
.3
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
- GLACIOFLUVIAL
DEPOSITS -
- GLACIAL TILL -
- ESTUARINE DEPOSITS -
- FRACTURED BEDROCK -
- FRACTURED BEDROCK -
- BEDROCK -
100/3"
WOR
EL. - 39.0
33 S
WOR
EL. - 40.3
23 S
EL. - 38.0
APPROXIMATE
MUDLINE
EL. - 39.7
6 S
WOR
23 S
EL. - 38.7
BOE
WOR
WOR
WOR
WOR
132/6" 100/0"
100/3"
BOE
BOE
BOE
BOE
LENGTH ALONG PIER 32 IN FEET
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
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DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
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TH
IN
G P
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SRETNIW.EELEKI
M
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RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
GE
OL
OG
IC
P
RO
FI
LE
B-301 12805550
AS NOTED
MCM WBT MEW
APPROXIMATE GROUND SURFACE ELEVATION
BOE
EL -39.0
33 S
SAMPLE LOCATION AND INTERVAL
HA17-B8
BORING LEGEND:
BOTTOM OF EXPLORATION
BORING DESIGNATION
26 STANDARD PENETRATION TEST (SPT) N-VALUE
MAJOR STRATUM BOUNDARY BETWEEN
DIFFERENT SOIL TYPES
RECOVERY (%) / ROCK QUALITY
DESIGNATION (%)
OFFSET AND DIRECTION BETWEEN BORING AND
BASELINE OF SUBSURFACE PROFILE
NOTES:
1. EXISTING MUDLINE ELEVATIONS WERE TAKEN FROM A PLAN
PROVIDED BY MOFFATT & NICHOL ON 30 NOVEMBER 2016.
2. THE “AS-DRILLED” EXPLORATION LOCATIONS WERE DETERMINED IN
THE FIELD BY HALEY & ALDRICH, INC. USING GPS SURVEY
EQUIPMENT. ELEVATIONS AT EXPLORATION LOCATIONS WERE
DETERMINED BASED ON MEASUREMENTS RELATIVE TO THE
EXISTING PIER ELEVATION.
3. LINES REPRESENTING CHANGES IN STRATA ARE BASED ON LINEAR
INTERPOLATION BETWEEN SUBSURFACE EXPLORATIONS. THESE
INTERPRETED STRATA LINES DO NOT REPRESENT ACTUAL FIELD
CONDITIONS OTHER THAN AT SPECIFIC EXPLORATION LOCATIONS.
ACTUAL FIELD CONDITIONS ALONG THE SUBSURFACE PROFILE WILL
VARY FROM THOSE SHOWN.
4. ELEVATIONS ARE IN FEET AND REFERENCE THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
WEIGHT OF RODSWOR
SCALE: 1" = 50'
GEOLOGIC PROFILEA1 B-101AS NOTED
STEEPLY SLOPING
BEDROCK
APPROX LOCATION OF
PIER 32 PILE BENT, TYP
25'0 12.5' 1" = 25'
100'0 50' 1" = 50'
VERT.
HORIZ.
APPROXIMATE
MUDLINE
- GLACIAL TILL -
- GLACIAL TILL -
- GLACIOFLUVIAL
DEPOSITS -
- ESTUARINE DEPOSITS -
- BEDROCK -
- WEATHERED BEDROCK -
- FILL -
BOE
WOR
HA17-B1
EL. - 23.0
1 S
50/2"
HA17-B3
7 S
HA17-B5
EL. - 41.4
HA17-B7
HA17-B8
33 N
HA17-P2
43 N
BOE
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
-140
-150
-160
-170
-180
-190
EL
IN
F
EE
T (N
AV
D8
8)
0+00 1+00 2+00 3+00 4+00 5+00
BE
NT
.7
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
BE
NT
WOR
WOR
WOR
WOR
WOR
75/4"
- GLACIOLACUSTRINE
DEPOSITS -
100/3"
108/9"
50/3"
100 98
100/3"
WOR
WOR
WOR
WOR
WOR
50/0"
50/0"
BOE
BOE
BOE
BOE
-200
-210
EL. - 38.7 EL. - 35.5 EL. - 43.0 EL. - 39.0
3 N
LENGTH ALONG PIER 32 IN FEET
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
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ON
, C
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1565917
N40085-20-R-0037
V A
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S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
GE
OL
OG
IC
P
RO
FI
LE
B-302 12805551
AS NOTED
MCM WBT MEW
SCALE: 1" = 50'
GEOLOGIC PROFILEA1 B-101AS NOTED
APPROXIMATE GROUND SURFACE ELEVATION
BOE
EL -39.0
33 S
SAMPLE LOCATION AND INTERVAL
HA17-B8
BORING LEGEND:
BOTTOM OF EXPLORATION
BORING DESIGNATION
26 STANDARD PENETRATION TEST (SPT) N-VALUE
MAJOR STRATUM BOUNDARY BETWEEN
DIFFERENT SOIL TYPES
RECOVERY (%) / ROCK QUALITY
DESIGNATION (%)
OFFSET AND DIRECTION BETWEEN BORING AND
BASELINE OF SUBSURFACE PROFILE
NOTES:
1. EXISTING MUDLINE ELEVATIONS WERE TAKEN FROM A PLAN
PROVIDED BY MOFFATT & NICHOL ON 30 NOVEMBER 2016.
2. THE “AS-DRILLED” EXPLORATION LOCATIONS WERE DETERMINED IN
THE FIELD BY HALEY & ALDRICH, INC. USING GPS SURVEY
EQUIPMENT. ELEVATIONS AT EXPLORATION LOCATIONS WERE
DETERMINED BASED ON MEASUREMENTS RELATIVE TO THE
EXISTING PIER ELEVATION.
3. LINES REPRESENTING CHANGES IN STRATA ARE BASED ON LINEAR
INTERPOLATION BETWEEN SUBSURFACE EXPLORATIONS. THESE
INTERPRETED STRATA LINES DO NOT REPRESENT ACTUAL FIELD
CONDITIONS OTHER THAN AT SPECIFIC EXPLORATION LOCATIONS.
ACTUAL FIELD CONDITIONS ALONG THE SUBSURFACE PROFILE WILL
VARY FROM THOSE SHOWN.
4. ELEVATIONS ARE IN FEET AND REFERENCE THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
WEIGHT OF RODSWOR
25'0 12.5' 1" = 25'
100'0 50' 1" = 50'
VERT.
HORIZ.
STEEPLY SLOPING
BEDROCK
APPROX LOCATION OF
PIER 32 PILE BENT, TYP
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
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ON
, C
T
1565917
N40085-20-R-0037
V A
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NA
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N
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SRETNIW.EELEKI
M
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RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SO
IL
B
OR
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S
HE
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B-601 12805552
AS NOTED
MCM WBT MEW
C
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1 2 3 4 5
1 2 3 4 5
A
B
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
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TH
IN
G P
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NA
VA
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SU
BM
AR
IN
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BA
SE
N
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ON
DO
N
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1565917
N40085-20-R-0037
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SRETNIW.EELEKI
M
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RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SO
IL
B
OR
IN
G
LO
GS
S
HE
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B-602 12805553
C
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A
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SCALE:
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NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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B-604 12805555
| GEOTECHNICAL |
| B-101-GEOTECHNICAL INVESTIGATIONS PLAN |
| B-301-GEOLOGIC PROFILE |
| B-302-GEOLOGIC PROFILE |
| B-601-SOIL BORING LOGS SHEET 1 OF 13 |
| B-602-SOIL BORING LOGS SHEET 2 OF 13 |
| B-603-SOIL BORING LOGS SHEET 3 OF 13 |
| B-604-SOIL BORING LOGS SHEET 4 OF 13 |
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| 2020-02-15T17:36:30-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:36:51-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:36:59-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:37:00-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:37:01-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:37:07-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:37:13-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:37:54-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:38:12-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:38:13-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:38:14-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:38:15-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:38:16-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-15T17:38:16-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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