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Advanced BORING LOG 4 <br /> Ge®Environmenta 1, Inc. <br /> BOREHOLE NO.: SB-1 <br /> 837 Shaw Road, Stockton, CA 95215 + <br /> (209)467-1006 FAX: (209)467-1118 1 TOTAL DEPTH: 1.0 } <br /> E <br /> Project: PAQ Inc. Weston Ranch Facility Drilling Co.: West Haz Mat <br /> Site Location: 520 Carolyn Weston BoulevardRig/Auger! Type: CME-75 with 8.25" Hollow Stern Auger <br /> Stockton, California 95210 Logged BY: Christopher R. Miller <br /> Reviewed By: Calvin Lee f <br /> Project No.: AGE-NC-01-866 <br /> Date(s) Drilled: 03 October 2001 <br /> Notes: Ground water encountered at 13 feet b.s.g 4 Wat r level during drilling Page 1 of 1 <br /> Water level in completed well <br /> Sample Blows PID Soil USCS Class and <br /> Depth ID I (per 6" m S <br /> LP ) I CPP ) Symbol <br /> Soil Description <br /> 1 <br /> o ' � <br /> NOTE::The soil descriptions below were determined visually,and are not intended for <br /> geotecnical or engineering purposes and should not be used for such purposes. <br /> F <br /> I) i <br /> -5 <br /> �I <br /> 1 S131-5 15-9-10 _ SM:Light brown,dry,SILTY SAND;70%fine grained sand,30%silty fines,medium <br /> _ dry strength,slow dilantericy,rdedium toughness,low plasticity,no hydrocarbon odor. <br /> 7 <br /> 1 <br /> -10— <br /> SBI-10 10-18-32 <br /> SM:Light brown,dry,SILTY SAND;80%medium angular sand,20%silty fines,low <br /> dry strength,slow dilantency,low toughness,low plasticity,no hydrocarbon odor. <br /> -15 I <br /> SBI-15 27-32-38 SC:Brown,wet,CLAYEY SAND;60%fine sand,40%clayey fines,dry strength <br /> -\-\-\- <br /> _�_�_�_ undefined,no dilatency,high toughness,high plasticity,no hydrocarbon odor. <br /> i <br /> -20 <br /> -] S]31-20 12-18-23 - -�- - SC:Brown,very moist,CLAYEY SAND; 80%fine sand,20%clayey fines,dry strength <br /> undefined,no dilatency,high toughness,high plasticity,no hydrocarbon odor. <br /> i <br /> -25 <br /> i <br />