|
0
<br />P y
<br />CL
<br />is 3 0 15:_
<br />E
<br />a mc a❑_ rn
<br />5
<br />0
<br />0.0
<br />Sample Condition Water Levels
<br />® No Recovery Z After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 37'
<br />_ Described Sample
<br />r ® Preserved Sample
<br />U
<br />0 U) DESCRIPTION
<br />3 -inches of Asphalt — — — — — — — — — —
<br />•,.d:•..GW —------———————— — —
<br />GRAVEL with Sand: fine- to coarse-grained, brown, dry,
<br />22bangular, fine- to coarse-grained sand [FILL] (0,0,40,6_0)
<br />Sandy SILT: brown, dry, fine- to medium -grained and angular
<br />sand (0,65,35,0)
<br />ML
<br />— — — — — — — — — — — — — — —
<br />SILT with Clay and Sand: light brown, dry, fine-grained and
<br />angular sand (30,50,20,0)
<br />ML I Boring cleared to 6 feet bgs, on 8/17/2011 using hand tools and
<br />vacuum equipment.
<br />iv
<br />Date Drilled:
<br />: 09/22/11
<br /><:07)
<br />Ickpi-ef"CP
<br />BORING LOG ASISD
<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 />: 8"
<br />Project No.:
<br />: Former Mobil Service Station 99CAS
<br />Casing Diameter:
<br />: 1"
<br />Site:
<br />:75 E. Alpine Avenue, Stockton, CA
<br />Location N -S
<br />: 2' North of DW3
<br />Logged By:
<br />: Rebekah A. Westrup
<br />Location E -W
<br />6' West of DW3
<br />Reviewed By:
<br />a
<br />8737
<br />Total Depth:
<br />: 80'
<br />Signature:
<br />inJ _
<br />First GW Depth:
<br />: 37'
<br />0
<br />P y
<br />CL
<br />is 3 0 15:_
<br />E
<br />a mc a❑_ rn
<br />5
<br />0
<br />0.0
<br />Sample Condition Water Levels
<br />® No Recovery Z After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 37'
<br />_ Described Sample
<br />r ® Preserved Sample
<br />U
<br />0 U) DESCRIPTION
<br />3 -inches of Asphalt — — — — — — — — — —
<br />•,.d:•..GW —------———————— — —
<br />GRAVEL with Sand: fine- to coarse-grained, brown, dry,
<br />22bangular, fine- to coarse-grained sand [FILL] (0,0,40,6_0)
<br />Sandy SILT: brown, dry, fine- to medium -grained and angular
<br />sand (0,65,35,0)
<br />ML
<br />— — — — — — — — — — — — — — —
<br />SILT with Clay and Sand: light brown, dry, fine-grained and
<br />angular sand (30,50,20,0)
<br />ML I Boring cleared to 6 feet bgs, on 8/17/2011 using hand tools and
<br />vacuum equipment.
<br />—
<br />SAND: fine-grained, yellow-brown, dry, subrounded, poorly
<br />graded, trace silt (0,5,095,0)
<br />SILT: brown, dry, minor clay (10,90,0,0) — — — — —
<br />Well: AS6D
<br />Schedule 80
<br />VC
<br />ype II
<br />ement Grout
<br />iv
<br />—
<br />SAND: fine-grained, yellow-brown, dry, subrounded, poorly
<br />graded, trace silt (0,5,095,0)
<br />SILT: brown, dry, minor clay (10,90,0,0) — — — — —
<br />Well: AS6D
<br />Schedule 80
<br />VC
<br />ype II
<br />ement Grout
<br />
|