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AW ASSOCIATES INC Pakn <br /> lItl LOG OF BORING sBi 2 <br /> ILmhe,Sade B,I DWA Cdom MI <br /> PROJECT EGGINAN, ANDREW do EDITH TRUS£OCATION 1112 EAST HARDING WAY, STOCKTON, KALIEQ NIA PROJECT NO 54 22493 0001 <br /> DATE DRILLED 12j05,/05 LOGGED BY NATHAN CHRISTMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> DRILLING COMPANY WOODWARD DRILL,(JAG CO. DRILLER FORT METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 3- w DEPTH DRILLED .. 55 FT DEPTH TO WATER INITIAL 55 FT STATIC SA FT <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE DIAMETER IN SLOT SIZE IM INTERVAL FT TO FT <br /> FILTER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAT, TYPE NEAT CEMENT INTERVAL 0 FT TO 56.5 Q <br /> COMMENTS PAGE—I OF-2— <br /> WELL <br /> F?WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0--3- ASPHALT <br /> 2 - <br /> 4 <br /> 0 sm 3---5/10 SILTY SAND (SM), 60% FINE—GRAINED SAND, 40X FINES, BROWN, <br /> NO ODOR, NO ORGANICS, DRY, WEAK CEMENTATION <br /> HAND CLEARED TO 5 FEET BGS <br /> G <br /> 8 <br /> i D 0 50[-- ML 5/10--10 5/15' SANDY SILT (ML), 30% FINE—GRAINED SAND, 70X FINES, <br /> NO DRY STRENGTH, NO TOUGHNESS BROWN, NO ODOR <br /> NO ORGANICS, DRY, WEAK CEMENTATION <br /> —12- <br /> -14- <br /> 0 <br /> 1 <br /> 16 0 ; SP 10 5/15-16 5/20 POORLY GRADED SAND (SP) SOX FINE—GRAINED SAND, 10% FINES, <br /> BROWN, NO ODOR, DRY, WEAK CEMENTATION <br /> 18 <br /> —20- <br /> 0 9 ML <br /> f <br /> 22 <br /> 24 <br /> 26 0 11 ML 165/20-31 5/35 INORGANIC SILT (ML), 10X FINE—GRAINED SAND, SO% FINES, <br /> 1 NO ORGARY NICS,WEAKNCEMENTATIOHS, BROWN. NO ODOR, <br /> 28 <br /> 30 1 <br /> 0 1 ML <br /> 1 <br /> 32 <br /> 34 <br /> 0 Bit-351 <br /> 38 1 AIL 31 5/35-36 5/40 SANDY SILT �ML), 20% FIRE—GRAINED SAND, BOX FINES, <br />. 1 NO DRY STR NGTH, NO TOUGHNESS, BROWN, NO ODOR, <br /> NO ORGANICS, DRY, WEAK CEMENTATION <br /> 38 <br /> 4D <br />