|
25
<br />75
<br />C
<br />x
<br />it
<br />m 30
<br />>9,999
<br />U
<br />O
<br />Sample Condition Water Levels
<br />® No Recovery After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 37'
<br />_ Described Sample
<br />G ® Preserved Sample
<br />U
<br />DESCRIPTION
<br />SILT: brown, dry, minor clay (10,90,0,0)
<br />ML
<br />_ = CLAY: gray -brown, moist, low plasticity (100,0,0,0)
<br />- - CL
<br />SILT with Clay: olive, moist (15,85,0,0)
<br />�ML --— —
<br />601 1 1 1 W/O M L
<br />a 1 35
<br />>9.999 I
<br />SILT with Sand: dark olive -brown, moist, fine-grained and
<br />angular sand (0,80,20,0)
<br />@35 feet bgs: becoming olive -brown
<br />- - - - - - - - - - - - -
<br />7mss1
<br />itySAND: very fine-grained, olive -brown, wet, poorly graded,
<br />ubangular (0,40,60,0)
<br />Well: AS6D
<br />1" Schedule 80
<br />PVC
<br />Type II
<br />Cement Grout
<br />c
<br />Date Drilled:
<br />: 09/22/11
<br /><J"7)
<br />Cap-dno
<br />BORING LOG AS6D
<br />o
<br />Drilling Co.:
<br />: Woodward Drilling Co.
<br />m
<br />Q
<br />ER/
<br />❑ a
<br />roc
<br />U)
<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 />SiW
<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 />D��,R. p�rf
<br />t , PI tj737
<br />Total Depth:
<br />: 80'
<br />Signature:
<br />r�j�h/
<br />First GW Depth:
<br />: 37'
<br />25
<br />75
<br />C
<br />x
<br />it
<br />m 30
<br />>9,999
<br />U
<br />O
<br />Sample Condition Water Levels
<br />® No Recovery After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 37'
<br />_ Described Sample
<br />G ® Preserved Sample
<br />U
<br />DESCRIPTION
<br />SILT: brown, dry, minor clay (10,90,0,0)
<br />ML
<br />_ = CLAY: gray -brown, moist, low plasticity (100,0,0,0)
<br />- - CL
<br />SILT with Clay: olive, moist (15,85,0,0)
<br />�ML --— —
<br />601 1 1 1 W/O M L
<br />a 1 35
<br />>9.999 I
<br />SILT with Sand: dark olive -brown, moist, fine-grained and
<br />angular sand (0,80,20,0)
<br />@35 feet bgs: becoming olive -brown
<br />- - - - - - - - - - - - -
<br />7mss1
<br />itySAND: very fine-grained, olive -brown, wet, poorly graded,
<br />ubangular (0,40,60,0)
<br />Well: AS6D
<br />1" Schedule 80
<br />PVC
<br />Type II
<br />Cement Grout
<br />c
<br />r
<br />❑
<br />4" �
<br />n
<br />o
<br />7n
<br />m
<br />Q
<br />m
<br />❑ a
<br />roc
<br />U)
<br />20-
<br />230
<br />25
<br />75
<br />C
<br />x
<br />it
<br />m 30
<br />>9,999
<br />U
<br />O
<br />Sample Condition Water Levels
<br />® No Recovery After Completion: n/a
<br />Q Interval Not Sampled During Drilling: 37'
<br />_ Described Sample
<br />G ® Preserved Sample
<br />U
<br />DESCRIPTION
<br />SILT: brown, dry, minor clay (10,90,0,0)
<br />ML
<br />_ = CLAY: gray -brown, moist, low plasticity (100,0,0,0)
<br />- - CL
<br />SILT with Clay: olive, moist (15,85,0,0)
<br />�ML --— —
<br />601 1 1 1 W/O M L
<br />a 1 35
<br />>9.999 I
<br />SILT with Sand: dark olive -brown, moist, fine-grained and
<br />angular sand (0,80,20,0)
<br />@35 feet bgs: becoming olive -brown
<br />- - - - - - - - - - - - -
<br />7mss1
<br />itySAND: very fine-grained, olive -brown, wet, poorly graded,
<br />ubangular (0,40,60,0)
<br />Well: AS6D
<br />1" Schedule 80
<br />PVC
<br />Type II
<br />Cement Grout
<br />
|