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GROUND ZERO ANALYSIS <br />PROJECT RANUIO <br />LOCATION 1789 W. CHARTER WAY A <br />DATE DRILLED 6/14/96 LOGGED BY JEANNE BUCKTHAL <br />DRILLING COMPANY <br />V&W DRILLING DRILLER LARRY DIBBLE <br />BORE HOLE DIAMETER a IN DEPTH DRILLED 19 FT DEPTH TO <br />CASING TYPE NA <br />DIAMETER IN SCHEDULE <br />SCREEN TYPE NA <br />DIAMETER IN SLOT SIZE <br />FILTER PACK TYPE <br />NA <br />SURFACE SEAL TYPE <br />NEAT CEMENT GROUT TO SURFACE <br />COMMENTS: <br />WATER SAMPLE COLLECTED AT APPROX. 18 FT. <br />WELL <br />Irr.11 <br />DEPTH <br />I- <br />PID <br />SAMPLE ID <br />U.S.C. <br />ML <br />-2 <br />-4 <br />6 <br />-a- <br />.10- <br />.12- <br />•14- <br />16- <br />is- <br />20- <br />24- <br />26- <br />28- <br />32- <br />34- <br />36- <br />38- <br />40- <br />PPM <br />LOG OF BORING SB6 <br />. STOCKTON CA <br />PROJECT NO. 95-068 <br />_ REVIEWED <br />BY GREG P. STAHL RG No. 5023 <br />_ METHOD <br />HOLLOW STEM AUGER <br />INITIAL <br />16 FT STATIC FT <br />INTERVAL <br />FT TO FT <br />INTERVAL <br />FT TO Fr <br />INTERVAL <br />FT TO FT <br />INTERVAL <br />FT TO FT <br />D1Cr 1 nr <br />PPM <br />SLOWCOUNT <br />LOG <br />DESCRIPTION <br />0-19' SILT; 100X FNS; SLW DLTNCY; L TGHNSS; N—L PLST; SOFT; GRY BRN; <br />NPO; MST <br />i <br />i <br />3 <br />i <br />I <br />4 <br />ML <br />14 <br />I <br />3 <br />2 <br />NO RECOVERY <br />3 <br />N <br />I� <br />II <br />S—S86-16' <br />2 <br />2 <br />Is <br />2 <br />I <br />II <br />P—SB6 <br />it <br />j <br />Il <br />II <br />'i <br />Ii <br />i <br />i <br />I� <br />l <br />I� <br />G; ,EG10R`( P. <br />I ,�+.HL <br />i 5023 +� 1 <br />w <br />IIID �� <br />'I <br />;i <br />i <br />'i <br />