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Sample Condition Water Levels
<br />® No Recovery After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 37'
<br />Described Sample
<br />Lda N ® Preserved Sample
<br />U
<br />Q m O S (3 v DESCRIPTION
<br />20 — — — — — — -- — — — — — —
<br />>9.999
<br />SILT with Clay: light brown, dry (20,80,0,0)
<br />ML
<br />25
<br />30
<br />35
<br />40-1
<br />>9,999
<br />>9,999
<br />Clayey SILT: light olive -gray, damp (40,60,0,0) .,
<br />SILT with Clay: brown, damp (20,80,0,0)
<br />437 feet bgs: becoming wet
<br />Silty SAND: fine-grained, brown, wet, angular, poorly graded
<br />(0,35,65,0)
<br />Well1: AS31D
<br />We112: AS3S
<br />Type II
<br />Neat Cement
<br />1" Schedule 80
<br />11" Schedule 80
<br />PVC
<br />Hydrated
<br />Bentonite
<br />Date Drilled:
<br />: 09/20/11
<br />C.7)
<br />r- Iwrfn
<br />BORING LOG AS3S/D
<br />Drilling Co.:
<br />: Woodward Drilling Co.
<br />ERI
<br />Drilling Method:
<br />: Hollow Stem
<br />5lrapiny rnn Flnurc
<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 />D n , P 8737
<br />Total Depth:
<br />: 76'
<br />Signature:
<br />First GW Depth:
<br />: 36'
<br />Sample Condition Water Levels
<br />® No Recovery After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 37'
<br />Described Sample
<br />Lda N ® Preserved Sample
<br />U
<br />Q m O S (3 v DESCRIPTION
<br />20 — — — — — — -- — — — — — —
<br />>9.999
<br />SILT with Clay: light brown, dry (20,80,0,0)
<br />ML
<br />25
<br />30
<br />35
<br />40-1
<br />>9,999
<br />>9,999
<br />Clayey SILT: light olive -gray, damp (40,60,0,0) .,
<br />SILT with Clay: brown, damp (20,80,0,0)
<br />437 feet bgs: becoming wet
<br />Silty SAND: fine-grained, brown, wet, angular, poorly graded
<br />(0,35,65,0)
<br />Well1: AS31D
<br />We112: AS3S
<br />Type II
<br />Neat Cement
<br />1" Schedule 80
<br />11" Schedule 80
<br />PVC
<br />Hydrated
<br />Bentonite
<br />
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