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Project Former Canteen Corp Facility Project No AGE-NC-99-0557 BORING NO .
<br /> Site Address 1500 Shaw Road Total Depth 121 5 Feet SB-13D
<br /> Stockton, California Date 5/24/1999
<br /> fl—ling Co Cal Nev Logged by G Dickenson Page 3 of 3
<br /> Drill Rig Type CME75/7-114" Hollow Stem Auger Reviewed by N Henderson
<br /> N� 5 � o��� 'Rio �iCG1a� �4 �°� Lithoiogic Description
<br /> 4 G
<br /> SB-13D- 22 8/14/21 SM SILTY SAND,brown,wet, dense,poorly graded, fine sand,
<br /> 86 5' no HC odor
<br /> 90-•--
<br /> SB-13D- 6 - ML E SANDY AND CLAYEY SILT, brown,moist, medium stiff,
<br /> 915, poorly graded sand, fine sand, low plasticity
<br /> — SB-13D- 50 - SP SAND,dark brown,wet, dense, poorly graded, fine to medium
<br /> 96 5' sand, sand graded from medium to fine
<br /> 100—
<br /> SB-13D- 4 14/23/50 ML SANDY SILT,brown moist, very stiff, poorly graded sand,fine
<br /> 106 5' 23 sand,weakly cemented,no HC odor
<br /> 110
<br /> SB-13D- 2 10/22/32 SM SILTY SAND,brown,moist, dense, poorly graded, fine sand
<br /> 1115'
<br /> — SB-13D- 4 6110/19 ML SANDY SILT,brown, moist, medium stiff, fine sand
<br /> 116'
<br /> SAND,brown,wet, loose, poorly graded,medium sand
<br /> 12 SB-13D- 2 11/32/24 SP SILTY SAND,yellowish red, moist, medium dense to dense,
<br /> 1115, SMpoorly graded, fine to medium sand, predominantly fine sand
<br /> Advanced � )
<br /> GeoJEnvllronmeiital, Inc.
<br /> LIAMIPRO\BORWG-1�GANTEE-1YSB 134 SAM OBr12/99C 11 20 AM
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