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ACASSOCIATES INC BORING LOG SB-1 <br /> 1117 In Pohn Ann,Sine B,W&st%Um,9535E <br /> PROJECT FORMER CHEAPER STORE #37 LOCATION 15 EAST GRANT LINE ROAD, TRACY, CA PROJECT NO 54 25847 0037 <br /> DATE DRILLED 12/02/04 LOGGED BY JIM KUNDERT REVIEWED BY DAE <br /> DRILLING COMPANY WOODWARD DRILLING DRILLER METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER 2" DEPTH DRILLED 8 FT DEPTH TO WATER INITIAL 5 0 FT STATIC _ NA FT_ <br /> CASING TYPE NA DIAMETER NA SCHEDULE NA _ INTERVAL FT TO _. FT <br /> ' SCREEN TYPE NA— DIAMETER NA SLOT SIZE NA INTERVAL FT TO ET <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NA INTERVAL FT TO Fj <br /> COMMENTS NEAT CEMENT FROM BORING TERMINUS TO SURFACE GRADE PAGE 1 OF—!— <br /> WELL <br /> F1WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> r, P~ <br /> x ri <br /> 1 <br /> }t` <br /> 1 <br /> L ' <br /> 2 ML CLAYEY SILT WITH MINOR SAND, YELLOW—BROWN, FINE—GRAINED <br /> 0 Sc SAND 10%. POORLY GRADED, MEDIUM DRY STRENGTH, MEDIUM <br /> V <br /> wr PLASTICITY. MOIST <br /> 3 <br /> 3*, <br /> �• 4 <br /> .t i ♦ <br /> 5 <br /> y 0 <br /> 5. <br /> ti �y s <br /> - SANDY CLAY, YELLOW—BROWN, FINE—GRAINED SAND 30%. POORLY <br /> ytx SC GRADED <br /> +" + 7 0 <br /> * pp S81 7 5'-8' <br /> Lk 8 <br /> sl <br /> r. <br /> BORING TERMINUS 8 FEET BGS <br /> ;q <br /> yr 9 <br /> �? rf <br /> 10 <br /> 1 U <br /> —12- <br /> 13- <br /> -16- <br /> 17 <br /> 121b17 <br /> ^5 <br /> Yr <br />' 20 <br />