SOW Attach 8_Subsurface Information_rev02_12 Feb 2020.pdf
PDF 248 KB Posted
- Attached to
- Temporary Modular Facility (With Lease) Federal contract opportunity
- Solicitation number
- N6449820R5000
About this file
This document provides subsurface information for a federal contract opportunity to construct a temporary modular facility at the Philadelphia Naval Business Center. Logs of borings HL-2, HL-3 and HL-4 are included, with soil descriptions at depths up to 20 feet. The related solicitation seeks a combined lease and construction of a temporary modular facility, with questions due within 10 calendar days of issuance. The Naval Sea Systems Command is the contracting agency. Pertinent details include soil conditions at the site, response deadline, the combined lease and construction scope of work, and involvement of the Department of the Navy.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 0003.pdf | ||
| N6449820R5000 Amended Solicitation.pdf | ||
| Amendment 0002.pdf | ||
| N6449820R5000 Amended Solicitation.pdf | ||
| Amendment 0001.pdf | ||
| SOW Attach 3_AHA Form.docx | DOCX document | |
| SOW Attach 1_SiteMap PNBC.pdf | ||
| SOW Attach 2_Contractor Production Report Form.doc | DOC document | |
| SOW Attach 6 Figure 1 Temporary Modular Facility Site Plan REV03022020b 11x17.pdf | ||
| Solicitation N6449820R5000.pdf | ||
| SOW Attach 4_Mobile Equipment Check List.pdf | ||
| SOW Attach 7_Figure 3 Temporary Modular Facility Suggested Floorplan REV03022020 11x17.pdf | ||
| Brand Name Justification Bldg 662 Temp Facility.pdf | ||
| SOW Attach 5__Contractor Lift Plan Form.pdf |
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Text version
BUILDING 662 TEMPORARY MODULAR FACILITY
AT
PHILADELPHIA NAVAL BUSINESS CENTER
SOW ATTACHMENT 8
SUBSURFACE INFORMATION
• Boring Location Plan;
• Log of Boring HL-2;
• Log of Boring HL-3; and
• Log of Boring HL-4.
This information is provided for the Contractor’s information only in accordance with FAR 52.236-4.
The Government is not responsible for any interpretation of or conclusion drawn from this subsurface information by the Contractor.
Legend e Broad St & lntrepid Av
PNY
HL Borings HL1 through HL-s, eaqch 20 feet deep.
l\Ieasure Pavement layer thicknessesat each borehole.
Continuous SPT top 10 feet.
SPT at S-foot intervals thereafter.
Grout at completion.
Cold Patch Asphalt to top off.
c wyoung Text Box Appendix D Heavy Load Transport Study Boring Location Plan wyoung Polygon wyoung Polygon wyoung Text Box Area 1 wyoung Text Box Area 2
Offset 5' on North West, due to utility
No ground water encountered
Backfilled upon completion
DS
DS
DS
DS
DS
DS
DS
S-1
S-2
S-3
S-4
S-5
S-6
S-7
5-7-6-3 (13)
1-WOH/18"
WOH/12"-1-1
WOH/18"-1
WOH/12"-1-1
WOH-1-2
1-1-1 (2)
3.5
5.5
7.5
12.5
4" Asphalt 9" Gravel Base
Orange, brown, moist, medium dense, Silty SAND with Gravel (SM) (FILL)
Gray, brown, moist, very soft, Lean CLAY with organics (CL)
Gray, brown, moist, very soft, Silty CLAY with Sand (CL-ML)
Gray, brown, moist, very soft, Lean CLAY with organics (CL)
Gray,brown, moist, soft, Silty CLAY with Sand (CL-ML)
Bottom of borehole at 20.0 feet.
SAMPLER
Date Started 7/24/2019
Surf. Elev. ft
Depth Water at End Drill ft
Depth Water Encountered ft
Afterhrs.
Logged by A. Patel
Drill Make and Model D-50
Weight of Hammer 140 lbs
Boring Method Hollow Stem Auger
Date Completed 7/24/2019
Driller J. Chalk
Depth of Boring 20 ft
Hole Diameter 7 in
Caved Depth 17.8 ft
Height of Fall 30 in Depth to Rock ft
S O
IL
S
Y M
B O
L
Elev.
(ft)
DEPTH
(ft)
BORING & SAMPLE
NOTESTypeNo.
N -V al ue
R
Q D
S T
R A
T A
D E
P T
HSOIL DESCRIPTION
Name, Symbol, Proportions, Color, Moisture, Density, Structure
Rec.
(in)
Location
Contracted With WR&A Boring # HL-2 Job # 19523-03Project Name Philadelphia Navy Yard - HL Borings
BORING LOG
E 2C
R -G
E O
E 2R
C .G
D T
/2 5/
:3
S
LO
G
S \2
P R
O
JE
C T
S \1
3-
W R
A
P
H
IL
A D
E
LP
H
IA
N A
V Y
Y A
R D
H
L B
O R
IN
G
S .G
P J
Fuel Smell in S-4
No ground water encountered
Backfilled upon completion
DS
DS
DS
DS
DS
DS
DS
S-1
S-2
S-3
S-4
S-5
S-6
S-7
18-18-9-5 (27)
4-3-2-2 (5)
WOH/24"
WOH/24"
WOH/18"-2
1-2-2 (4)
2-2-2 (4)
0.9
12.5
5" Asphalt 6" Gravel Base Orange, gray, brown, moist, medium dense to loose, Silty SAND with Gravel, 2 pieces of slag (SM) (Fill) pocket of Clay in S-2
Gray, brown, moist, very soft, Lean CLAY with organics (CL)
Gray, brown, moist, medium stiff, Lean CLAY with Sand (CL)
Bottom of borehole at 20.0 feet.
SAMPLER
Date Started 7/24/2019
Surf. Elev. ft
Depth Water at End Drill ft
Depth Water Encountered ft
Afterhrs.
Logged by A. Patel
Drill Make and Model D-50
Weight of Hammer 140 lbs
Boring Method Hollow Stem Auger
Date Completed 7/24/2019
Driller J. Chalk
Depth of Boring 20 ft
Hole Diameter 7 in
Caved Depth 16.1 ft
Height of Fall 30 in Depth to Rock ft
S O
IL
S
Y M
B O
L
Elev.
(ft)
DEPTH
(ft)
BORING & SAMPLE
NOTESTypeNo.
N -V al ue
R
Q D
S T
R A
T A
D E
P T
HSOIL DESCRIPTION
Name, Symbol, Proportions, Color, Moisture, Density, Structure
Rec.
(in)
Location
Contracted With WR&A Boring # HL-3 Job # 19523-03Project Name Philadelphia Navy Yard - HL Borings
BORING LOG
E 2C
R -G
E O
E 2R
C .G
D T
/2 5/
:3
S
LO
G
S \2
P R
O
JE
C T
S \1
3-
W R
A
P
H
IL
A D
E
LP
H
IA
N A
V Y
Y A
R D
H
L B
O R
IN
G
S .G
Backfilled upon completion
DS
DS
DS
DS
DS
DS
DS
S-1
S-2
S-3
S-4
S-5
S-6
S-7
6-12-15-12 (27)
5-7-9-8 (16)
3-2-1-1 (3)
WOH/18"-1
WOH/24"
1/12"-1
1-1-2 (3)
12.5
6" Asphalt 5" Gravel Base
Orange, brown, moist, medium dense, Silty SAND with Gravel (SM) (FILL)
Gray, brown, wet, medium dense, Silty SAND with Gravel (SM) (Possible FILL)
Gray brown, wet, very loose, Clayey
SAND (SC)
Gray, brown, moist, very soft, Lean CLAY with organics (CL)
Gray, brown, moist, very soft, Silty
CLAY (CL-ML)
Bottom of borehole at 20.0 feet.
SAMPLER
Date Started 7/24/2019
Surf. Elev. ft
Depth Water at End Drill 3.5 ft
Depth Water Encountered 5 ft
Afterhrs.
Logged by A. Patel
Drill Make and Model D-50
Weight of Hammer 140 lbs
Boring Method Hollow Stem Auger
Date Completed 7/24/2019
Driller J. Chalk
Depth of Boring 20 ft
Hole Diameter 7 in
Caved Depth 3.8 ft
Height of Fall 30 in Depth to Rock ft
S O
IL
S
Y M
B O
L
Elev.
(ft)
DEPTH
(ft)
BORING & SAMPLE
NOTESTypeNo.
N -V al ue
R
Q D
S T
R A
T A
D E
P T
HSOIL DESCRIPTION
Name, Symbol, Proportions, Color, Moisture, Density, Structure
Rec.
(in)
Location
Contracted With WR&A Boring # HL-4 Job # 19523-03Project Name Philadelphia Navy Yard - HL Borings
BORING LOG
E 2C
R -G
E O
E 2R
C .G
D T
/2 5/
:3
S
LO
G
S \2
P R
O
JE
C T
S \1
3-
W R
A
P
H
IL
A D
E
LP
H
IA
N A
V Y
Y A
R D
H
L B
O R
IN
G
S .G
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