|
25
<br />0.0
<br />Sample Condition Water Levels
<br />® No Recovery After Completion: n/a
<br />Interval Not Sampled During Drilling: 41'
<br />_ Described Sample
<br />c ® Preserved Sample
<br />E rn
<br />U
<br />DESCRIPTION
<br />ML
<br />a
<br />0
<br />c
<br />x
<br />x
<br />x
<br />W
<br />J_
<br />Co
<br />0
<br />2
<br />Z
<br />xO
<br />X
<br />w
<br />J
<br />N
<br />0
<br />SILT with Clay: brown, damp (20,80,0,)
<br />— — — — — — — — — — — — — — — — —
<br />Silty CLAY: olive brown, damp, low plasticity (80,20,0,0)
<br />SILT with Sand: dark olive brown, moist, fine-grained and
<br />angular sand (0,80,20,0)
<br />Silty SAND: fine-grained, olive brown, moist, poorly graded
<br />subangular (0,35,65,0)
<br />5M
<br />Well 1: AS21D
<br />Well2: AS2S
<br />Type tl
<br />Neat Cement
<br />1" Schedule 80
<br />1vSchedule 80
<br />PVC
<br />tonite
<br />c
<br />o
<br />U
<br />d
<br />Date Drilled:
<br />:09/22/11, 09/23/11
<br />Card►�u
<br />BORING LOG AS2S/D
<br />Drilling Co.:
<br />: Woodward Drilling Co.
<br />oa
<br />ERI
<br />20—
<br />Drilling Method:
<br />: Hollow Stem
<br />Sampling Method:
<br />: Split Spoon
<br />Shaping The Future
<br />Borehole Diameter:
<br />Casing Diameter:
<br />: 10"
<br />: 1"
<br />Project No.: Former Mobil Service Station 99CAS
<br />Site:
<br />75 E. Alpine Avenue, Stockton, CA
<br />Location N -S
<br />: 9' South of DW3
<br />Logged By:
<br />: Rebekah A. Westrup
<br />Location E -W
<br />: 2' West of DW3
<br />Reviewed By:
<br />David R, Dja'niieI G 8737
<br />Total Depth:
<br />: 80'
<br />Signature:
<br />3 ]:_ 1 !' r--�1 W
<br />First GW Depth:
<br />: 41'
<br />25
<br />0.0
<br />Sample Condition Water Levels
<br />® No Recovery After Completion: n/a
<br />Interval Not Sampled During Drilling: 41'
<br />_ Described Sample
<br />c ® Preserved Sample
<br />E rn
<br />U
<br />DESCRIPTION
<br />ML
<br />a
<br />0
<br />c
<br />x
<br />x
<br />x
<br />W
<br />J_
<br />Co
<br />0
<br />2
<br />Z
<br />xO
<br />X
<br />w
<br />J
<br />N
<br />0
<br />SILT with Clay: brown, damp (20,80,0,)
<br />— — — — — — — — — — — — — — — — —
<br />Silty CLAY: olive brown, damp, low plasticity (80,20,0,0)
<br />SILT with Sand: dark olive brown, moist, fine-grained and
<br />angular sand (0,80,20,0)
<br />Silty SAND: fine-grained, olive brown, moist, poorly graded
<br />subangular (0,35,65,0)
<br />5M
<br />Well 1: AS21D
<br />Well2: AS2S
<br />Type tl
<br />Neat Cement
<br />1" Schedule 80
<br />1vSchedule 80
<br />PVC
<br />tonite
<br />c
<br />o
<br />U
<br />d
<br />a
<br />r
<br />> a
<br />m
<br />o
<br />m
<br />oa
<br />m
<br />rn
<br />20—
<br />G.0
<br />25
<br />0.0
<br />Sample Condition Water Levels
<br />® No Recovery After Completion: n/a
<br />Interval Not Sampled During Drilling: 41'
<br />_ Described Sample
<br />c ® Preserved Sample
<br />E rn
<br />U
<br />DESCRIPTION
<br />ML
<br />a
<br />0
<br />c
<br />x
<br />x
<br />x
<br />W
<br />J_
<br />Co
<br />0
<br />2
<br />Z
<br />xO
<br />X
<br />w
<br />J
<br />N
<br />0
<br />SILT with Clay: brown, damp (20,80,0,)
<br />— — — — — — — — — — — — — — — — —
<br />Silty CLAY: olive brown, damp, low plasticity (80,20,0,0)
<br />SILT with Sand: dark olive brown, moist, fine-grained and
<br />angular sand (0,80,20,0)
<br />Silty SAND: fine-grained, olive brown, moist, poorly graded
<br />subangular (0,35,65,0)
<br />5M
<br />Well 1: AS21D
<br />Well2: AS2S
<br />Type tl
<br />Neat Cement
<br />1" Schedule 80
<br />1vSchedule 80
<br />PVC
<br />tonite
<br />
|