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Sample Condition Water Levels
<br />® No Recovery V After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 37'
<br />Described Sample
<br />Cl c ® Preserved Sample
<br />U ti
<br />a y 0 U) DESCRIPTION
<br />Clayey SILT: light brown, dry, trace fine-grained sand
<br />(35,60,5,0)
<br />ML
<br />21 { r///A
<br />IIIfI I I Boring cleared to 6 feet bgs, on 8/17/2011 using hand tools and
<br />II vacuum equipment.
<br />M I��SILT with Clay: brown, dry, non -plastic (15,85,0,0)
<br />J
<br />z
<br />z
<br />of
<br />0
<br />m 10
<br />ML
<br />s
<br />C
<br />0
<br />I a I I ■� I'/f/��I I
<br />ML
<br />.1 MIR
<br />Clayey SILT: brown, dry, non -p—lastic (35,65,0,0)
<br />Silty SAND: fine-grained, brown, dry, angular, poorly graded
<br />x SIN (0,40,60,0)
<br />w — — —
<br />m_ _ Silty CLAY: gray -brown, dry, low plasticity (60,40,0,0)
<br />_ CL
<br />z
<br />O
<br />— — —
<br />Sandy SILT: olive -brown, dry, fine-grained and angular sand
<br />(0,60,40,0)
<br />ML
<br />0
<br />20 — — — — — — — — — — — — — — — —
<br />Well: AS1S
<br />ype II
<br />:ement Grout
<br />" Schedule 80
<br />VC
<br />Date Drilled:
<br />: 11
<br />�07)
<br />Ca/''dno
<br />BORING LOG AS1 S
<br />Drilling Co.:
<br />: Woodward Drilling Co.
<br />ER/
<br />Drilling Method:
<br />: Hollow Stem
<br />Sampling Method:
<br />: Split Spoon
<br />Shaping the Future
<br />Borehole Diameter:
<br />Casing Diameter:
<br />: 8"
<br />: 1"
<br />Project No.: : Former Mobil Service Station 99CAS
<br />Site:
<br />: 75 E. Alpine Avenue, Stockton, CA
<br />Location N -S
<br />: 29' North of DW3
<br />Logged By:
<br />: Rebekah A. Westrup
<br />Location E -W
<br />: 1' East of DW3
<br />Reviewed By:
<br />R�D�riPG $'137
<br />Total Depth:
<br />: 46'
<br />Signature:
<br />! _
<br />First GW Depth:
<br />: 37'
<br />Sample Condition Water Levels
<br />® No Recovery V After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 37'
<br />Described Sample
<br />Cl c ® Preserved Sample
<br />U ti
<br />a y 0 U) DESCRIPTION
<br />Clayey SILT: light brown, dry, trace fine-grained sand
<br />(35,60,5,0)
<br />ML
<br />21 { r///A
<br />IIIfI I I Boring cleared to 6 feet bgs, on 8/17/2011 using hand tools and
<br />II vacuum equipment.
<br />M I��SILT with Clay: brown, dry, non -plastic (15,85,0,0)
<br />J
<br />z
<br />z
<br />of
<br />0
<br />m 10
<br />ML
<br />s
<br />C
<br />0
<br />I a I I ■� I'/f/��I I
<br />ML
<br />.1 MIR
<br />Clayey SILT: brown, dry, non -p—lastic (35,65,0,0)
<br />Silty SAND: fine-grained, brown, dry, angular, poorly graded
<br />x SIN (0,40,60,0)
<br />w — — —
<br />m_ _ Silty CLAY: gray -brown, dry, low plasticity (60,40,0,0)
<br />_ CL
<br />z
<br />O
<br />— — —
<br />Sandy SILT: olive -brown, dry, fine-grained and angular sand
<br />(0,60,40,0)
<br />ML
<br />0
<br />20 — — — — — — — — — — — — — — — —
<br />Well: AS1S
<br />ype II
<br />:ement Grout
<br />" Schedule 80
<br />VC
<br />
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