|
x
<br />t
<br />a
<br />O
<br />40
<br />45
<br />c
<br />0 p
<br />0 a � a
<br />U
<br />o j a CCE
<br />m 0.9 U)
<br />C
<br />E
<br />0
<br />U
<br />Sample Condition Water Levels
<br />® No Recovery After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 37'
<br />_ Described Sample
<br />® Preserved Sample
<br />co
<br />U
<br />U DESCRIPTION
<br />Silty SAND: fine-grained, brown, wet, angular, poorly graded
<br />'M (0,35,65,0)
<br />Sandy SILT: brown, wet, fine-grained and angular sand
<br />(0,60,40,0)
<br />– — — — — — — — — — — — — — — — —
<br />SILT: brown, moist to wet (0,100,0,0)
<br />SILT with Clay: brown, saturated, trace fine-grained sand
<br />(15,85,0,0)
<br />CLAY with Silt: olive -brown with gray -brown mottling, damp,
<br />moderate plasticity (70,30,0,0)
<br />iterval from 47 feet bgs to 65 feet bgs not sampled
<br />Well 1: AS3D
<br />We112: AS3S
<br />Hydrated
<br />Bentonite
<br />1" Schedule 80
<br />PVC
<br />#3 Sand
<br />1.25"
<br />80 -Gauze
<br />Stainless Steel
<br />Screen
<br />Blank Point
<br />1" Schedule 80
<br />PVC
<br />Bentonite
<br />Date Drilled:
<br />: 09/20/11
<br />�� +C rldnv
<br />BORING LOG AS3S/D
<br />Drilling Co.:
<br />: Woodward Drilling Co.
<br />Drilling Method:
<br />: Hollow Stem
<br />gpp�
<br />Sampling Method:
<br />: Split Spoon
<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 />: 16' West of DW3
<br />Reviewed By:
<br />: Da. t�jyi�G 837
<br />Total Depth:
<br />: 76'
<br />Signature:
<br />�, r
<br />First GW Depth:
<br />: 36'
<br />x
<br />t
<br />a
<br />O
<br />40
<br />45
<br />c
<br />0 p
<br />0 a � a
<br />U
<br />o j a CCE
<br />m 0.9 U)
<br />C
<br />E
<br />0
<br />U
<br />Sample Condition Water Levels
<br />® No Recovery After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 37'
<br />_ Described Sample
<br />® Preserved Sample
<br />co
<br />U
<br />U DESCRIPTION
<br />Silty SAND: fine-grained, brown, wet, angular, poorly graded
<br />'M (0,35,65,0)
<br />Sandy SILT: brown, wet, fine-grained and angular sand
<br />(0,60,40,0)
<br />– — — — — — — — — — — — — — — — —
<br />SILT: brown, moist to wet (0,100,0,0)
<br />SILT with Clay: brown, saturated, trace fine-grained sand
<br />(15,85,0,0)
<br />CLAY with Silt: olive -brown with gray -brown mottling, damp,
<br />moderate plasticity (70,30,0,0)
<br />iterval from 47 feet bgs to 65 feet bgs not sampled
<br />Well 1: AS3D
<br />We112: AS3S
<br />Hydrated
<br />Bentonite
<br />1" Schedule 80
<br />PVC
<br />#3 Sand
<br />1.25"
<br />80 -Gauze
<br />Stainless Steel
<br />Screen
<br />Blank Point
<br />1" Schedule 80
<br />PVC
<br />Bentonite
<br />
|