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Project Former Canteen Corp Facility ProjectNo
<br /> BARING NO .
<br /> iSite Address 1500 Shaw Road Total Depth 1215 Feet SB-13D
<br /> Stockton, California Date 5/24/1999
<br /> 0lung Co Cal Nev Logged by G Dickenson Page 1 of 3
<br /> Dn11 Rig Type CME75/7-114" Hollow Stem Auger Reviewed by N Henderson
<br /> Cr
<br /> G� S �4���04o Lithologic Description
<br /> AC Asphalt
<br /> I – GW GGRAVEL, poorly graded, fine gravel, excavation backfill
<br /> G oo material
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<br /> 10— G 7
<br /> G C
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<br /> J J
<br /> SILTY SAND, olive grey,moist, medium dense,poorly graded,
<br /> 20-- SM fine sand, strong petrolem hydrocarbon (HQ odor
<br /> 13-131)- <1,445 6/8/9 ML J j I SANDY SILT, olive grey with brown, moist, stiff, poorly graded
<br /> 21 5' sand, fine sand, strong HC odor
<br /> SILTY SAND, brownish yellow and olive grey, moist,medium
<br /> SB-13D- <1,465 318119 SM t dense, poorly graded, fine sand, strong HC odor
<br /> –
<br /> 26 5' ML I SANDY SILT with clay, olive grey and brown, moist, medium
<br /> stiff, poorly graded sand, fine sand, low plasticity, HC odor
<br /> 30— ML I 4 Same as above
<br /> SB-13D- <1,465 6115118
<br /> –
<br /> 31 5'
<br /> SB-13D- 5400 - ML CLAYEY SILT with sand, moist,medium stiff, poorly graded,
<br /> 365, I I fine sand, low plasticity, moisture content<plastic limit, some
<br /> sandy silt lenses,trace light brown seams,trace clay-lined pores,
<br /> pores up to 0 2 mm diameter, blocky structure
<br /> 40— SB-13D- 9000 3/7/9 SM SILTY SAND, brown, moist, medium dense,poorly graded,
<br /> 41 5' fine sand,trace light brown seams, moderate HC odor
<br /> Advanced
<br /> �eoEnv�r®nmen���, Inc.-,
<br /> WMIPR01gpRiNG-11CANTEE-p�sg 73p SAM 08!12199(�11 19 AM
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