|
Ica
<br />70
<br />75
<br />Sample Condition Water Levels
<br />® No Recovery V After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 35'
<br />_ Described Sample
<br />® Preserved Sample
<br />co DESCRIPTION
<br />Interval from 46 feet bgs to 65 feet bgs not sampled
<br />Clayey SILT: gray -brown, damp to moist, trace fine-grained and
<br />angular sand (35,60,5,0)
<br />ML
<br />--- — T -
<br />SILT with Clay and Sand: gray -brown, wet, fine-grained and
<br />ML angular sand (30,50,20,0)
<br />SM Silty SAND: fine-grained, gray -brown, wet, angular, poorly
<br />,graded, (0,20,80,0) _ _ _ _ _ _ — _ _ _ -
<br />- — CL CLAY with Silt and Sand: gray -brown, damp, fine-grained and
<br />— — angular sand (50,30,20,0)
<br />SC Clayey SAND: fine-grained, gray -brown, moist, angular
<br />(30,0,70_0) _ _ _ _ _ _ _ — — — — —
<br />SILT with Clay: brown, moist (15,85,0,0)
<br />ML
<br />— — — — — — — — — — — — — — — —
<br />SAND: fine-grained, brown, wet, angular, poorly graded
<br />(0,0,100,0)
<br />SP
<br />Well1: AS51D
<br />We112: AS5S
<br />Hydrated
<br />Bentonite
<br />1 " Schedule 80
<br />PVC
<br />? : #3 Sand
<br />1.25"
<br />80 -Gauze
<br />Stainless Steel
<br />I Screen
<br />Blank Point
<br />c
<br />0
<br />0
<br />U
<br />p
<br />t1
<br />Date Drilled:
<br />: 09/19/11
<br /><:07)
<br />4C"V91 r7Q
<br />BORING LOG AS5S/D
<br />Drilling Co.:
<br />: Woodward Drilling Co.
<br />0S
<br />ERI
<br />Drilling Method:
<br />: Hollow Stem
<br />Sampling Method:
<br />: Split Spoon
<br />Soaping the Futuro
<br />Borehole Diameter:
<br />: 10"
<br />Project No.:
<br />: Former Mobil Service Station 99CAS
<br />Casing Diameter:
<br />: 1"
<br />Site:
<br />: 75 E- Alpine Avenue, Stockton, CA
<br />Location N -S
<br />: 21' North of DW3
<br />Logged By:
<br />: Rebekah A- Westrup
<br />Location E -W
<br />: 21' West of DW3
<br />Reviewed By:
<br />D i�C t. [�a i F' 8737
<br />D
<br />Total Depth:
<br />: 82'
<br />Signature:
<br />f
<br />First GW Depth:
<br />: 35'
<br />Ica
<br />70
<br />75
<br />Sample Condition Water Levels
<br />® No Recovery V After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 35'
<br />_ Described Sample
<br />® Preserved Sample
<br />co DESCRIPTION
<br />Interval from 46 feet bgs to 65 feet bgs not sampled
<br />Clayey SILT: gray -brown, damp to moist, trace fine-grained and
<br />angular sand (35,60,5,0)
<br />ML
<br />--- — T -
<br />SILT with Clay and Sand: gray -brown, wet, fine-grained and
<br />ML angular sand (30,50,20,0)
<br />SM Silty SAND: fine-grained, gray -brown, wet, angular, poorly
<br />,graded, (0,20,80,0) _ _ _ _ _ _ — _ _ _ -
<br />- — CL CLAY with Silt and Sand: gray -brown, damp, fine-grained and
<br />— — angular sand (50,30,20,0)
<br />SC Clayey SAND: fine-grained, gray -brown, moist, angular
<br />(30,0,70_0) _ _ _ _ _ _ _ — — — — —
<br />SILT with Clay: brown, moist (15,85,0,0)
<br />ML
<br />— — — — — — — — — — — — — — — —
<br />SAND: fine-grained, brown, wet, angular, poorly graded
<br />(0,0,100,0)
<br />SP
<br />Well1: AS51D
<br />We112: AS5S
<br />Hydrated
<br />Bentonite
<br />1 " Schedule 80
<br />PVC
<br />? : #3 Sand
<br />1.25"
<br />80 -Gauze
<br />Stainless Steel
<br />I Screen
<br />Blank Point
<br />c
<br />0
<br />0
<br />U
<br />p
<br />t1
<br />a E
<br />r
<br />c
<br />> a
<br />m
<br />m
<br />Fn
<br />0S
<br />c
<br />to U
<br />Ica
<br />70
<br />75
<br />Sample Condition Water Levels
<br />® No Recovery V After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 35'
<br />_ Described Sample
<br />® Preserved Sample
<br />co DESCRIPTION
<br />Interval from 46 feet bgs to 65 feet bgs not sampled
<br />Clayey SILT: gray -brown, damp to moist, trace fine-grained and
<br />angular sand (35,60,5,0)
<br />ML
<br />--- — T -
<br />SILT with Clay and Sand: gray -brown, wet, fine-grained and
<br />ML angular sand (30,50,20,0)
<br />SM Silty SAND: fine-grained, gray -brown, wet, angular, poorly
<br />,graded, (0,20,80,0) _ _ _ _ _ _ — _ _ _ -
<br />- — CL CLAY with Silt and Sand: gray -brown, damp, fine-grained and
<br />— — angular sand (50,30,20,0)
<br />SC Clayey SAND: fine-grained, gray -brown, moist, angular
<br />(30,0,70_0) _ _ _ _ _ _ _ — — — — —
<br />SILT with Clay: brown, moist (15,85,0,0)
<br />ML
<br />— — — — — — — — — — — — — — — —
<br />SAND: fine-grained, brown, wet, angular, poorly graded
<br />(0,0,100,0)
<br />SP
<br />Well1: AS51D
<br />We112: AS5S
<br />Hydrated
<br />Bentonite
<br />1 " Schedule 80
<br />PVC
<br />? : #3 Sand
<br />1.25"
<br />80 -Gauze
<br />Stainless Steel
<br />I Screen
<br />Blank Point
<br />
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