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GROUND ZERO ANALYSIS <br /> PROJECT HOwEN LOG OF BORING S84 <br /> ATION 601 W.. LOCKEFORD ST. LODI PROJECT NO. _631 <br /> DATE GRILLED 9/15104 LOGGED BY JOE VAS UE REVIEWED BY <br /> J014N LANE RG 6795 <br /> DRILLING COMPANY -MCH .ENVIRONMENTAL DRILLER RICK BERTILINO METHOD 'DIRECT PUSH <br /> BORE HOLE DIAMETER _1 114 IN DEPTH DRILLED _21.5 FT DEPTH TO WATER INITIAL N/,A. FT STATIC N/A _FT <br /> CASING TYPE N/A, DIAMETER IN SCHEDULE INTERVAL __ FT Tfl <br /> SCREEN TYPE N/A DIAMETER _-- IN SLOT SIZE IN INTERVAL - FT TO FT � <br /> FILTER PACK TYPE N/A INTERVAL - FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT <br /> INTERVAL 0 FT TO <br /> COMMENTS- _ 21.5 FT <br /> PAGE I.OF-1- <br /> WELL <br /> F_ 1WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG. <br /> 0-11.5/15' SILTY SAND (SM); 60% FN, SR, P GRDD SND; 40X FNS; BRN-DRK BRN, <br /> NO ODOR, DRY. <br /> 2 ! <br /> 4 <br /> 1.4 <br /> 584-5 <br /> 6 <br /> SM <br /> f <br /> 8 <br /> 10 S84-10 <br /> 0.6 j <br /> 1.2 11.5/15'-16.5/20' SILTY SAND (SM); 80% FN-CRS, SR, W GRDD SND; 20% FNS; <br /> LT BRN. i <br /> 14 / <br /> SB4-15 <br /> k <br /> 16 0.6 SM j <br /> 16.5/20'-21.5' LEAN CLAY WITH SAND (CL); 20% SND; SOX FNS; H DRY STRGTH; M <br /> 18 TGHNESS; M PLAST; OK BRN, NO ODOR, DRY. u <br /> 20 S84-20 <br /> CL r <br /> 0.8 <br /> -22- <br /> -24- <br /> -26- <br /> 28- <br /> -30- <br /> 224 2628 <br /> 32 Q JOHN p <br /> LAN- <br /> 34 � �_; <br /> N 6796 <br /> 36 D GA �Fa� <br /> 38- <br /> 40 <br />