Laserfiche WebLink
�10) <br />GROUND ZERO ANALYSIS <br />LOG OF BORING S88 <br />PROJECT RANUIO LOCATION 1789 W CHARTER WAY AT FRESNO STOCKTON CA PROJECT NO. 95-068 <br />DATE DRILLED X14/96 LOGGED BY JEANNE SUCKTHAL REVIEWED BY GREG P. STAHL RG No 5023 <br />DRILLING COMPANY V&W DRILLING DRILLER LARRY DIBBLE METHOD HOLLOW STEM AUGER <br />BORE HOLE DIAMETER a IN DEPTH DRILLED 46 FT DEPTH TO WATER : INITIAL — FT STATIC t5.7 FT <br />CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT <br />SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT <br />FILTER PACK TYPE NA TO FT <br />SURFACE SEAL TYPE NEAT CEMENT GROUT TO SURFACE INTERVAL FT TO FT <br />INTERVAL FT <br />COMMENTS: TO FT <br />WELL DEPTH PID SAMPLE ID U.S.C. PAGE ? OF? <br />DETAIL FT. PPM BLOWCOUNT LdG DESCRIPTION <br />—2 <br />—4 <br />—6 <br />—e <br />-10 <br />-12 <br />-14- <br />-16- <br />-18- <br />.20- <br />.22- <br />24- <br />26- <br />28 - <br />30 - <br />HP—SB <br />6 <br />10 <br />MH <br />6 <br />6 SP <br />6 <br />32 <br />34 <br />S—SB8-36' <br />2 <br />36 6 <br />7 MH <br />_38- <br />40 <br />0 -26/30 - <br />ELASTIC SILT; 100% FNS; M DRY STRGNTH; SLW DLTNCY; <br />L—M TGHNSS; L PLST; V STIFF; BLUE GRY AT 25 FT; <br />M—STRNG PO AT 25 FT; MST—WET <br />26/30-31.5/35' POORLY GRADED SAND; >95% FN, PRLY GRDD SND; M DNS <br /><5% FNS;' DRK CRY; ORGANICS; MPO; WET <br />31.5/35-41.5/45' ELASTIC SILT; 100% FNS; M DRY STRNGTH; SLW DLTNCY; <br />M TGHNSS; L PLST; V STIFF; OLIVE GRY; STRNG P0; MST <br />SLIGHT PRODUCT ODOR AT 40 FEET <br />i1 <br />