SOW_Attachment_1B.3__Site_Geologic_Data.pdf
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- FY19 MATOC Federal contract opportunity
- Solicitation number
- FA4620-19-R-A001
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SITE PLAN
Fairchild Air Force Base
Geotechnical Investigation Clear Lake Water Project
October 2006 GJNB-06-0029 36299187 Clear Lake, Washington
FIGURE 2
Not to scale.
Legend TP-1 Approximate Test
Pit Location
Approximate Location of Fault currently being studied by EWU Geology Department
Well Location And Approx.
Location of Well House
FA4620-19-R-A001
FOPR OPP1071525
SOW Attachment 1B.3 - Site Geological Data
Excavation Equipment Excavation Dimensions
Pit Alignment N/A
N/A
NRC
Project Location: Clear Lake, Washington
Sandy SILT, brown, stiff, dry
Sedimentary rock (fossiliferous siltstone), yellow brown to red brown, moderately fractured, angular, moderately weathered
End of test pit at 6' Test pit backfilled with loose cuttings.
TP-4@1'
TP-4@4'
ML Begin 11:30
End 12:00
Ty pe
M oi st ur e C on te nt
N um be r
D ry
U ni t W ei gh t, pc f
E le va tio n fe et
Fi ne s C on te nt
S ie ve
MATERIAL DESCRIPTION
D ep th fe et
U S
C S
REMARKS AND
OTHER TESTS
G ra ph ic
L og
Sampling Method(s)
LocationCoordinates
Ground Surface Elevation
Checked By
6 feet
K A O'ConnellK A Kees
Grab Samples
Date(s) Excavated
Groundwater Level
Sheet 1 of 1
Log of Test Pit Test Pit 4
Logged By
Project Number: 36298187
Excavation Contractor
Project: Fairchild AFB – Water System
CAT 420E, 2' bucket
8/14/06
2ft x 8ft
Total Depth of Test Pit
Not Encountered
G E
O _S
E A
_T P
T :\O
N E
W O
R
LD
\3
FA
FB
\3
7.
G P
J U
R S
S E
A 3B
.G
LB
U R
S S
E A
3.
G
D T
/7
/0
FA4620-19-R-A001
FOPR OPP1071525
Sandy SILT, brown, firm, dry
Grades to red brown, stiff, less sand, moist
Sedimentary rock (fossiliferous siltstone), yellow brown to red brown, moderately fractured, angular, highly weathered
End of test pit at 10' Test pit backfilled with loose cuttings.
TP-5@3'
TP-5@5'
TP-5@7'
ML Begin 13:10
End 13:35
Ty pe
M oi st ur e C on te nt
N um be r
D ry
U ni t W ei gh t, pc f
E le va tio n fe et
Fi ne s C on te nt
S ie ve
MATERIAL DESCRIPTION
D ep th fe et
U S
C S
REMARKS AND
OTHER TESTS
G ra ph ic
L og
Sampling Method(s)
LocationCoordinates
Ground Surface Elevation
Checked By
10 feet
K A O'ConnellK A Kees
Grab Samples
Excavation Equipment Excavation Dimensions
Pit Alignment N/A
N/A
NRC
Project Location: Clear Lake, Washington
Date(s) Excavated
Groundwater Level
Sheet 1 of 1
Log of Test Pit Test Pit 5
Logged By
Project Number: 36298187
Excavation Contractor
Project: Fairchild AFB – Water System
CAT 420E, 2' bucket
8/14/06
2ft x 8ft
Total Depth of Test Pit
Not Encountered
G E
O _S
E A
_T P
T :\O
N E
W O
R
LD
\3
FA
FB
\3
7.
G P
J U
R S
S E
A 3B
.G
LB
U R
S S
E A
3.
G
D T
/7
/0
FA4620-19-R-A001
FOPR OPP1071525
Checked By
7.5 feet
K A O'ConnellK A Kees
Grab Samples
Excavation Equipment Excavation Dimensions
Pit Alignment N/A
N/A
NRC
Project Location: Clear Lake, Washington
Date(s) Excavated
Groundwater Level
Sheet 1 of 1
Silty SAND (fill), trace gravel, brown, medium dense, dry
Silty, sandy GRAVEL (fill), trace sand, brown and gray brown, medium dense, moist, subangular to 1.5 inches in diameter
Sedimentary rock (fossiliferous siltstone), yellow brown to red brown, moderately fractured, angular, highly weathered
Yellow-tan phyllite
End of test pit at 7.5' Test pit backfilled with loose cuttings.
TP-6@2'
TP-6@4'
TP-6@7.5'
SM
GM
Begin 13:45
End 14:05
Ty pe
M oi st ur e C on te nt
N um be r
D ry
U ni t W ei gh t, pc f
E le va tio n fe et
Fi ne s C on te nt
S ie ve
MATERIAL DESCRIPTION
D ep th fe et
U S
C S
REMARKS AND
OTHER TESTS
G ra ph ic
L og
Sampling Method(s)
LocationCoordinates
Ground Surface Elevation
Log of Test Pit Test Pit 6
Logged By
Project Number: 36298187
Excavation Contractor
Project: Fairchild AFB – Water System
CAT 420E, 2' bucket
8/14/06
2ft x 8ft
Total Depth of Test Pit
Not Encountered
G E
O _S
E A
_T P
T :\O
N E
W O
R
LD
\3
FA
FB
\3
7.
G P
J U
R S
S E
A 3B
.G
LB
U R
S S
E A
3.
G
D T
/7
/0
FA4620-19-R-A001
FOPR OPP1071525
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