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GROUND ZERO ANALYSIS <br />PROJECT RANUIO LOCATION 1789 W CHARTER WAY AT FR <br />DATE DRILLED 9/7/95 LOGGED BY JOHN LANE <br />DRILLING COMPANY V&W DRILLING DRILLER LARRY DIBBLE <br />BORE HOLE DIAMETER ---B--AbL ---B--ANDEPTH DRILLED 25 FT DEPTH TO WA <br />CASING TYPE NA DIAMETER IN SCHEDULE <br />SCREEN TYPE NA DIAMETER IN SLOT SIZE <br />FILTER PACK TYPE NA <br />SURFACE SEAL TYPE NEAT CEMENT GROUT TO SURFACE <br />COMMENTS: WATER SAMPLE COLLECTED AT APPROXIMATELY 25 FEET <br />4 <br />DEPTH <br />PID SAMPLE ID <br />f <br />I <br />DETAIL <br />` <br />PPM BLOWCOUNT <br />LOG OF BORING S93 <br />6NO, <br />STOCKTON CA <br />PROJECT NO. 95-068 <br />REVIEWED <br />BY GREG P. STAHL RG No. 5023 <br />j <br />METHOD <br />HOLLOW STEM AUGER <br />R : <br />INITIAL <br />X25 FT STATIC FT <br />— <br />INTERVAL <br />FT TO FT <br />IiL <br />INTERVAL <br />FT TO FT <br />INTERVAL <br />FT TO FT <br />L <br />IP <br />INTERVAL <br />FT TO FT <br />WELL <br />DEPTH <br />PID SAMPLE ID <br />U.S.C. <br />DETAIL <br />FT. <br />PPM BLOWCOUNT <br />LOG. <br />DESCRIPTION <br />2 <br />'i <br />4 <br />0-25' SILT TO ELASTIC SILT; 5-15X SND; 85-95% FNS; LT BRN TO DRK BRN; <br />MST; MOTTLED; ORGANICS <br />6 <br />I <br />'i <br />8 <br />it <br />{ <br />10 <br />MH/ML <br />—12- <br />21416 <br />-14- <br />-16- <br />-20- <br />202224SB3-25.5 <br />-22- <br />24— <br />S83-25.5 <br />GRY IN COLOR; SL GASOLINE 0 <br />26 <br />i <br />SB3—HP <br />P <br />i <br />28 <br />I <br />j 4g-0 Gf w . <br />30 <br />•. <br />32 <br />Qz GREGORY P. <br />J STAHL <br />rlfl.5023 <br />34 <br />—36- <br />-38- <br />-40— <br />