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i <br /> GROUND ZERO ANALYSIS LOG OF BORING S83 <br /> IPROJECT jul r 1uRG WAREHOUSE LOCATION STOCKTON, CA PROJECT NO 263 <br /> • DATE DRILLED 11/10/96 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P LANE REG No 6759 <br /> DRILLING COMPANY V81 DRILLER VIRGIL BAKER METHOD DIRECT PUSH <br /> I BORE HOLE DIAMETER 2 IN DEPTH DRILLED 415 DEPTH TO WATER : INITIAL NA STATIC NA FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL Er TO _ FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE .NA INTERVAL ET TOT <br /> I SURFACE SEAL TYPE _GROUT WITH NEAT CEMENT INTERVAL FT TO FT <br /> COMMENTS SOIL INTERPRETATIONS FROM BORINg 072 PAGE 1 OF-2— <br /> CPT <br /> FACPT DEPTH PID U S C DESCRIPTION <br /> LOC FT PPM BLOWCOUNT LOG <br /> IAL/CL <br /> SAI/MIL 2 FILL <br /> QL <br /> I 4 <br /> 7 7 <br /> I 6 <br /> 8 <br /> CL <br /> 10 _ <br /> I 12 <br /> ,4 I'I <br /> TW— 1 B <br /> 6 16 0-17 5' ELASTIC SILT (AIH) 5% FN A PRLY GRDD SND 95z FNS <br /> AIL/CL 6 NH L-MI DRY 5TRNGTH N DLTNCY, AI TGHNSS H PLST, 8RN, NPO, <br /> RAST <br /> 18 <br /> FINE GRAIN <br /> IAIL/CL 24 <br /> 22 <br />' CL <br /> CL 24 <br /> MIL/CL 26 TW-2B <br /> 26 0-27 5' ELASTIC SILT ()IH} 107. FN-MI, A, PRLY GRDD 5ND, 90R FNS, <br /> 10 MIH L-MI DRY STRNGTH, N DLTNCY, MI TGHNSS, MI PLST, BRN, NPO, MST <br /> I28 <br /> VERY <br /> STIFF <br /> FINE 30 <br /> GRAINED <br /> —32— <br /> CL <br /> 2CL 34 <br /> • AIL/CL 36 <br /> MIL/CL 38 <br /> ML <br /> I ML/CL <br /> 4a <br />