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GROUND ZERO ANALYSIS >_oG of 80RlIVG S136 <br /> PROJECT HOWEN DATION 601 W. LOCKEFORD ST. LODI <br /> ' DATE f�RILLED 9/15/04 _ LOGGED BY V UE REVIEWED BYJOHN LANE RG g795 <br /> PROJECT N0. s31 <br /> DRILLING COMPANY FISCH ENARONMENTA . DRILLER RICK BERTILINO <br /> METHOD DIRECT PUSH.. <br /> BORE HOLE DIAMETER 1 1/4 IN DEPTH DRILLED 21.5 FT DEPTH TO WATER : INITIAL N/A FT STATIC N/A F <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL -- FT TO FT <br /> SCREEN TYPE _N/A DIAMETER _ IN SLOT SIZE IN . INTERVAL FT TO _ FT <br /> FILTER PACK TYPE INTERVAL FT TO __ FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT INTERVAL 0 FT TO 21.5 FT <br /> COMMENTS: PAGE I OF_L f <br /> WELL DEPTH I FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG h <br /> 0-6.5/10' SILTY SAND (SM);'609 FN, SR, P GRDD 'SND; 40% FNS; NO ODOR,'DRY. <br /> i <br /> 2 <br /> i <br /> SAI <br /> I <br /> 4 <br /> 1.9 SB6-5 <br /> 6 6:5/10'-16.5/20-SILT (ML); 109 SND; 9OX FNS; L DRY STRGTH; L TGHNESS; L <br /> PLAST; TAN, NO ODOR, DRY. <br /> 8 i <br /> 10 SB6-10 <br /> 1.8 <br /> 12 <br /> ML <br /> 14 } <br /> SB6-15 <br /> 16 1 6 16.5/20'-21.5' FAT CLAY WITH`SAND (CH); 15X SND; 859 FNS; VH DRY STRGTH; <br /> ¢ H TGHNESS; M PLAST; SRN, NO ODOR, DRY. <br /> -18- <br /> 20- S86--20 CH <br /> 1.3 <br /> 22 <br /> I <br /> 24 <br /> I <br /> 26 <br /> I <br /> 28 <br /> 5 . <br /> I <br /> ED GFol <br /> 32- �� °� <br /> 2 JOHN p in <br /> 34 LA �r -4 <br /> u7� 6795 <br /> 36 <br /> 4 CA <br /> �.38 <br /> I <br /> 40 <br /> I <br />