|
z
<br />0
<br />m
<br />a
<br />U
<br />0
<br />s
<br />0
<br />Y
<br />0
<br />U)
<br />a
<br />0
<br />c
<br />0
<br />X
<br />W
<br />J
<br />m
<br />0
<br />z
<br />0
<br />O
<br />w
<br />J
<br />0
<br />M
<br />5--1 1 1 V111 a ML
<br />1
<br />1
<br />20
<br />ML
<br />Boring cleared to 6 feet bgs, on 8/15/2011 using hand tools and
<br />vacuum equipment.
<br />— — — — — — — — — — — — — — — — —
<br />Silty CLAY with Sand: gray -brown, dry, fine-grained and
<br />angular sand (50,35,15,0)
<br />- — — — — — — — — — — — — — — — —
<br />CLAY with Silt: yellow-brown, dry, low plasticity (80,20,0,0)
<br />SILT with Clay: light brown, dry (20,80,0,0)
<br />Well 1: AS3D
<br />We112: AS3S
<br />'n&]6'Lq7
<br />ype II
<br />leat Cement
<br />" Schedule 80
<br />VC
<br />" Schedule 80
<br />VC
<br />Date Drilled:
<br />: 09/20/11
<br />4;�J7 C"Sdno
<br />BORING LOG AS3S/D
<br />Drilling Co.:
<br />: Woodward Drilling Co.
<br />ER/
<br />V After Completion: n/a
<br />Drilling Method:
<br />: Hollow Stem
<br />s"ingthoFulmm
<br />Q Interval Not Sampled
<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 />�ary'els
<br />Total Depth:
<br />: 76'
<br />Signature:
<br />r737
<br />L1
<br />First GW Depth:
<br />: 36'
<br />5--1 1 1 V111 a ML
<br />1
<br />1
<br />20
<br />ML
<br />Boring cleared to 6 feet bgs, on 8/15/2011 using hand tools and
<br />vacuum equipment.
<br />— — — — — — — — — — — — — — — — —
<br />Silty CLAY with Sand: gray -brown, dry, fine-grained and
<br />angular sand (50,35,15,0)
<br />- — — — — — — — — — — — — — — — —
<br />CLAY with Silt: yellow-brown, dry, low plasticity (80,20,0,0)
<br />SILT with Clay: light brown, dry (20,80,0,0)
<br />Well 1: AS3D
<br />We112: AS3S
<br />'n&]6'Lq7
<br />ype II
<br />leat Cement
<br />" Schedule 80
<br />VC
<br />" Schedule 80
<br />VC
<br />Sample Condition
<br />Water Levels
<br />® No Recovery
<br />V After Completion: n/a
<br />Q Interval Not Sampled
<br />_3 During Drilling: 37'
<br />c
<br />Described Sample
<br />�
<br />n
<br />4
<br />n
<br />® Preserved Sample
<br />r
<br />o
<br />E
<br />N
<br />n]
<br />?
<br />DESCRIPTION
<br />0
<br />--— — — — — — — — — — —
<br />3inches of Asphalt
<br />GW— ------------—
<br />GRAVEL with Sand: fine- to coarse-grained, brown, dry,
<br />subangular to angular, fine- to coarse-grained subangular sand
<br />ML FILL] (0,0,40,60)
<br />Sandy SILT: brown, dry, fine- to medium -grained and angular
<br />sand (0,65,35,0)
<br />r/lo/z
<br />Clayey SILT: brown, dry, non -plastic, trace fine-grained and
<br />angular sand (35,60,5,0)
<br />5--1 1 1 V111 a ML
<br />1
<br />1
<br />20
<br />ML
<br />Boring cleared to 6 feet bgs, on 8/15/2011 using hand tools and
<br />vacuum equipment.
<br />— — — — — — — — — — — — — — — — —
<br />Silty CLAY with Sand: gray -brown, dry, fine-grained and
<br />angular sand (50,35,15,0)
<br />- — — — — — — — — — — — — — — — —
<br />CLAY with Silt: yellow-brown, dry, low plasticity (80,20,0,0)
<br />SILT with Clay: light brown, dry (20,80,0,0)
<br />Well 1: AS3D
<br />We112: AS3S
<br />'n&]6'Lq7
<br />ype II
<br />leat Cement
<br />" Schedule 80
<br />VC
<br />" Schedule 80
<br />VC
<br />
|