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PROJECT NAME/LOCATION: PROJECT BORING <br /> NUMBER: 90-•020 NUMBER: B--3 SHEET 1 OF 2 <br /> Shell <br /> 6131 Pacific CONTRACTOR: DRILLING <br /> Stockton, CA West Hazmat Drilling METHOD: 8" HSA <br /> DRILLER: DRILLING RIG: <br /> Gene Reinhardt Diesel Acker AD-2 <br /> LAND OWNER: START DATE: 03-26-90 COMPLETED: 03-26-90 <br /> Shell Oil TIME: 1: 20PM TIME: <br /> FP <br /> 5 N B C S I D GENERAL <br /> A U L O A N E M M O U M T P DESCRIPTION OF MATERIALSPID OBSERVATION <br /> P B W N P V T AND CONDITIONS (ppm) NOTES <br /> L L E T L A H <br /> E E R S E L (FT) Surface: 3" Asphalt <br /> 0 Hand Auger to 5 ft. in Clay: <br /> brownish black (OH) 0 no odor <br /> 9 <br /> SS 3/1 18 4 . 5 5 Clay: dark brown/black, organic 0 no odor <br /> 26 6 . 0 slightly moist, fine grained <br /> (OH) <br /> I - - - - -- - - - - - - - - - - <br /> S 3/2 none 9 . 5 10 Clayey silt: medium brown, fine 0 no odor <br /> 11. 0 grained, slightly moist (ML) <br /> * <br /> SS 3/3 " 14 . 5 15 Clayey silt: brown, fine grain- 6000 strong odor <br /> 16. 0 ed, slightly moist, (ML) <br /> - - - - - - - - - - - - - - - - <br /> SS 3/4 " 19.5 20 Sandy silt: brown, slightly 5000 strong odor <br /> 21. 0 moist, (SM) <br /> SS 3/5 " 24 . 5 25 Same as above 7000 strong odor <br /> 26 <br /> - - - - - - - - - - - -- - - - - <br /> SS 3/6 29. 5 30 Clayey silt: brown, fine grain- 1-3500 strong odor <br /> 31. 0 ed, slightly moist, (ML) <br /> M Field Notes: <br /> Aegis <br /> Environmental <br /> SS = Split Spoon Sample Consultants <br /> * = Sample Analyzed by Laboratory <br /> ctg = Cuttings sample <br /> Soil Description after USCS Lagged By: Abel R. <br />