|
cD
<br />z
<br />it
<br />0
<br />m
<br />a
<br />U
<br />O
<br />s
<br />0
<br />U
<br />0
<br />Cn
<br />0
<br />x
<br />M
<br />0
<br />2
<br />z
<br />0
<br />X
<br />W
<br />J
<br />0
<br />N
<br />0
<br />IL
<br />40
<br />12
<br />17.8
<br />Date Drilled:
<br />: 08130171
<br />Water Levels
<br />Car-dno
<br />BORING LOG SVE5
<br />Drilling Co.:
<br />; Woodward Drilling Co.
<br />® No Recovery
<br />ERI
<br />Drilling Method:
<br />: Hollow Stem
<br />22
<br />Interval Not Sampled
<br />_�L During Drilling: 35'
<br />Sampling Method:
<br />: Split Spoon
<br />10
<br />Shaping the Ftnure
<br />Described Sample
<br />Borehole Diameter;
<br />Casing Diameter,
<br />: 8"
<br />2"
<br />Project No.: : former Mobil Service Station 99CAS
<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 />: 18' West of DW3
<br />Reviewed By:
<br />D==77
<br />7olal Depth:
<br />:40'
<br />Signature:
<br />First GW Depllh:
<br />: 35'
<br />40
<br />12
<br />17.8
<br />V///,
<br />Sample Condition
<br />Water Levels
<br />® No Recovery
<br />Z Afler Completion: n/a
<br />ML
<br />22
<br />Interval Not Sampled
<br />_�L During Drilling: 35'
<br />c
<br />10
<br />Described Sample
<br />pc
<br />i
<br />® Preserved Sample
<br />w
<br />a
<br />� ?
<br />0
<br />8a
<br />DESCRIPTION
<br />23
<br />20 19
<br />52.7
<br />SILT with Clay: light olive -brown, dry (20,80,0,0)
<br />25
<br />ML
<br />26
<br />SILT with Clay and Sand: dark olive brown, wet, fine grained
<br />5013
<br />_ _ _ _ _
<br />34
<br />and angular sand [30,60,10,0]
<br />_
<br />Silty CLAY: light olive brown, dry, low plasticity (60,40,0,0}
<br />_ =
<br />=- SM
<br />@36 feet bgs: increasing sand (30,50,20,0)
<br />— — CL
<br />15
<br />CLAY with Sand: light gray with olive mottling, damp to moist,
<br />_ -
<br />_
<br />18
<br />—
<br />fine-grained and angular sand (70,0,30,0)
<br />SILT: dark olive -brown, wet (0,100,0,0)
<br />23
<br />CL
<br />IN
<br />25-
<br />25
<br />30
<br />12
<br />— —
<br />39
<br />10
<br />Ao
<br />30
<br />SAND: Fine-grained, dark brown, angular, poorly graded
<br />Total Depth = 40' bgs, 1030, 08130/2011
<br />21
<br />{4],0,100,0)
<br />SP
<br />SILT with Ctay: dark olive -brawn, damp (1 5,85,0,0}
<br />f
<br />40
<br />12
<br />17.8
<br />V///,
<br />14
<br />18
<br />ML
<br />22
<br />10
<br />16
<br />22
<br />23
<br />17
<br />52.7
<br />25
<br />34
<br />SILT with Clay and Sand: dark olive brown, wet, fine grained
<br />5013
<br />and angular sand [30,60,10,0]
<br />=- SM
<br />@36 feet bgs: increasing sand (30,50,20,0)
<br />14
<br />15
<br />_
<br />18
<br />SILT: dark olive -brown, wet (0,100,0,0)
<br />23
<br />IN
<br />12
<br />ML
<br />10
<br />30
<br />Total Depth = 40' bgs, 1030, 08130/2011
<br />21
<br />Well: SVE5
<br />Sand
<br />PVC
<br />120 slotted
<br />
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