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V <br /> -AW-KORTH SHORE <br /> PROJECT: STOCKTON HOUSING LD of Boring CSB-1AND REDEVELOPMENT DEPARTMENT g g <br /> Stockton California PAGE 1 OF 2 <br /> ti Boring location: See Site Plan, Figure 2 Logged by: D.Widemann <br /> Date started: 1/16/04 Date finished: 1/16/04 Drilled By: Precision <br /> Drilling method: Direct Push <br /> boo Hammer weight/drop: 250 lbs. Hammer type: Hydraulic <br /> Sampler: Acetate(soil)&Bailers(GW) <br /> SAMPLES >- <br /> low <br /> _a. w a °o MATERIAL DESCRIPTION <br /> N m Z n q <br /> W 9 sample a > m <br /> 0 Number m O <br /> o Surface Conditions: <br /> csB-i- Sidewalk Cement <br /> bw 1 Sand(SW) <br /> Brick Fragment and Wood Chips <br /> 2 brown,moderately dense,dry,sub-angular,non-plastic,well to moderately <br /> graded, no odor <br /> v <br /> 3- <br /> 4— SW <br /> 5 <br /> V <br /> 6 6.0 <br /> 140 <br /> 7 <br /> V 8 <br /> CLAY(CL) <br /> 9 140 CL olive gray,stiff,dry, poorly plastic,no odor <br /> Vr <br /> 10— s.s <br /> 11 SILT(ML) <br /> olive gray, medium stiff,dry,non to slightly plastic,no to weak odor,some dark <br /> 12 gray discoloration <br /> �..� 80 <br /> 13- <br /> 14— ML <br /> 100 <br /> 15- <br /> 16— 15.5 <br /> Soil becomes moist <br /> 17 SILT(ML) <br /> 18— olive brown to yellow brown,medium stiff,dry to moist,slightly plastic,no to weak <br /> 19 ass <br /> odor,abundant dark gray discoloration,calcareous deposits <br /> Q <br /> 20- <br /> 21- <br /> 6.0 <br /> 0216+ 22 40 <br /> 23 <br /> ML <br /> 0 <br /> 24 <br /> — <br /> tam <br /> 4 25[27.5 <br /> 40 <br /> 0 <br /> ca <br /> 26 <br /> 60W a 27 0 <br /> 28 <br /> 'ow, a 29 0 <br /> z <br /> w 30 <br /> z <br /> .� Treadwe1Mollo <br /> W <br /> N Project No.:2597,1 p Figure: A-2a <br /> V <br />