|
U)
<br />ML
<br />SM
<br />10 0.t}
<br />— — CL
<br />15
<br />ML
<br />Boring cleared to 6 feet bgs, on 8/15/2011 using hand tools and
<br />vacuum equipment.
<br />— — — — — — — — — — — — — — — — —
<br />Silty SAND: fine-grained, brown, dry, angular (0,30,70,0)
<br />-----------------
<br />Silty CLAY: light brown, dry (60,40,0,0)
<br />- - - - - - - - - - - - - - - - -
<br />Clayey SILT with Sand: olive, dry, fine-grained and angular sand
<br />(35, 50,15, 0)
<br />No Recovery
<br />0
<br />�n
<br />Weill: AS4D
<br />We112: AS4S
<br />^over
<br />/pe II
<br />eat Cement
<br />Schedule 80
<br />/C
<br />Schedule 80
<br />/C
<br />Ca�dr�o
<br />Date Drilled:
<br />Drilling Co.:
<br />:08/23/11, 08/29/11, 08/31/1
<br />Sample Condition
<br />Water Levels
<br />BORING LOG AS4S/D
<br />: Woodward Drilling Co.
<br />ER/
<br />® No Recovery
<br />Drilling Method:
<br />: Hollow Stem
<br />Shaping the Future
<br />Sampling Method:
<br />: DP and SS
<br />V During Drilling: 45
<br />c
<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 />: 1' South of DW3
<br />Logged By:
<br />: Rebekah A Westrup
<br />Location E -W
<br />: 33' West of DW3
<br />Reviewed By:
<br />: Davi" Dai fs, fq 873
<br />Total Depth:
<br />: 78'
<br />Signature:
<br />�
<br />First GW Dep the
<br />: 45'
<br />ML
<br />SM
<br />10 0.t}
<br />— — CL
<br />15
<br />ML
<br />Boring cleared to 6 feet bgs, on 8/15/2011 using hand tools and
<br />vacuum equipment.
<br />— — — — — — — — — — — — — — — — —
<br />Silty SAND: fine-grained, brown, dry, angular (0,30,70,0)
<br />-----------------
<br />Silty CLAY: light brown, dry (60,40,0,0)
<br />- - - - - - - - - - - - - - - - -
<br />Clayey SILT with Sand: olive, dry, fine-grained and angular sand
<br />(35, 50,15, 0)
<br />No Recovery
<br />0
<br />�n
<br />Weill: AS4D
<br />We112: AS4S
<br />^over
<br />/pe II
<br />eat Cement
<br />Schedule 80
<br />/C
<br />Schedule 80
<br />/C
<br />Sample Condition
<br />Water Levels
<br />® No Recovery
<br />_T_ After Completion: 34.2'
<br />Q Interval Not Sampled
<br />V During Drilling: 45
<br />c
<br />Described Sample
<br />a
<br />U_
<br />o
<br />®Preserved Sample
<br />06 E
<br />N
<br />n
<br />m
<br />0 a
<br />DESCRIPTION
<br />0
<br />— — — — — — — — — — — —
<br />.,•,a,�:
<br />.a'
<br />• ' `'' `'
<br />3 -inches of Asphalt
<br />GW — — — — — — — — — — — — — — — — —
<br />GRAVEL with Sand: fine- to coarse-grained, brown, dry,
<br />subangular to angular, well graded, fine- to coarse-grained and
<br />MIL subangular sand [FILL] (0,0,40,60)
<br />Sandy SILT: brown, dry, fine- to medium -grained and angular
<br />sand (0,65,35,0)
<br />Clayey SILT: brown, dry, non -plastic, trace fine-grained and
<br />angular sand (35,65,5,0)
<br />ML
<br />SM
<br />10 0.t}
<br />— — CL
<br />15
<br />ML
<br />Boring cleared to 6 feet bgs, on 8/15/2011 using hand tools and
<br />vacuum equipment.
<br />— — — — — — — — — — — — — — — — —
<br />Silty SAND: fine-grained, brown, dry, angular (0,30,70,0)
<br />-----------------
<br />Silty CLAY: light brown, dry (60,40,0,0)
<br />- - - - - - - - - - - - - - - - -
<br />Clayey SILT with Sand: olive, dry, fine-grained and angular sand
<br />(35, 50,15, 0)
<br />No Recovery
<br />0
<br />�n
<br />Weill: AS4D
<br />We112: AS4S
<br />^over
<br />/pe II
<br />eat Cement
<br />Schedule 80
<br />/C
<br />Schedule 80
<br />/C
<br />
|