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N%.r <br />GROUND ZERO ANALYSIS LOG OF BORING S95 <br />PROJECT RANUIO LOCATION 1789 W. CHARTER WAY AT FRESNO STOCKTON CA PROJECT NO. 95-068 <br />DATE DRILLED _6/14/96 LOGGED BY JEANNE BUCKTHAL <br />REVIEWED BY GREG P. STAHL RG No. 5023 <br />DRILLING COMPANY VafW DRILLING <br />DRILLER LARRY DIBBLE METHOD HOLLOW STEM AUGER <br />BORE HOLE DIAMETER 8 IN DEPTH DRILLED 25 FT DEPTH TO WATER INITIAL - 24 FT STATIC 15.4 JET <br />CASING TYPE NA DIAMETER IN SCHEDULE <br />INTERVAL FT TO FT <br />SCREEN TYPE NA DIAMETER IN SLOT SIZE IN <br />INTERVAL <br />FILTER PACK TYPE NA Er FT <br />INTERVAL FT TO FT <br />SURFACE SEAL TYPE NEAT CEMENT GROUT TO SURFACE <br />INTERVAL FT TOFT <br />r <br />COMMENTS: WATER SAMPLE COLLECTED AT APPROX. 16 FEET <br />.,r <br />...0 <br />WELL <br />DETAIL <br />DEPTH <br />FT. <br />PID <br />PPM <br />SAMPLE ID <br />BLOWCOUNT <br />us.c. <br />LOG <br />DESCRIPTION ^v` <br />0-6/10' ELASTIC SILT; <5% FN SND; >95% FNS; L DRY STRNGTH; SLW <br />2 <br />DLTNCY; L—M TGHNSS; L PLST; HRD; BRN; NPO; DRY <br />4 <br />MH <br />18 <br />6 <br />20 <br />26 <br />6/10-11.5/15' SILT; 100% FNS; L DRY STRNGTH; SLW DLTNCY; L TGHNSS; N—L <br />g <br />PLST; V STIFF; BRN; NPO; DRY; MOTTLED <br />10 <br />7 <br />11 <br />ML <br />13 <br />12- <br />14 <br />11.5/15-251 LEAN CLAY; 100% FNS; M DRY STRNGTH; N—SLW DLTNCY; <br />M TGHNSS; L—M PLST; V STIFF; GRY; SL PO; DRY—MST; HOMO <br />S—S85-16 <br />5 <br />- <br />16 <br />5 <br />11 <br />HP—SBS <br />18 <br />CL <br />20 <br />22 <br />24 <br />26— <br />GREGORY P. r1 <br />GREGORY3TayL <br />28 <br />30- <br />INO. 5023 <br />zz++_CAI <br />-32— <br />34 <br />36 <br />38 <br />An <br />