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' ASSOCIATES INC <br /> 1117 Lone Palm hfe We R godoto,U fwo,45351 LOG OF BORING S 8 3 <br /> PROJECT PACIFIC COAST RECREATION LOCATION 3755 MUNFORD AVENUE. STOCKTON, CALIFORNIA PROJECT NO 54 16393 0001 <br /> DATE DRILLED 08/28/01 LOGGED BY JOHN SELLMAN REVIEWED BY JEANNE HOMSEYC47410 <br /> LING COMPANY FISCH ENVIRONMENTAL - DRILLER DAVE FISCH METHOD DIRECT PUSH <br /> ' _ <br /> E HOLE DIAMETER 1 5 IN DEPTH DRILLED 62 FT DEPTH TO WATER INITIAL —61 FT_ STATIC FT <br /> ' CASING TYPE NA DIAMETER ._ IN SCHEDULE INTERVAL FT TO _ FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL FT_ TO --FT <br /> COMMENTS PAGE 1 OF <br /> WELL DEPTH PIp SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL (Fr PPM BLOWCOUNT LOG <br /> o — 2" ASPHALT <br /> 2 <br /> ' 4 <br /> 2" - 12/20' INORGANIC SILT (ML) <5X POORLY GRADED SAND, >95X FINES, <br /> LOW DRY STRENGTH, LOW TOUGHNESS, LOW PLASTICITY, BROWN, <br /> ' NO PRODUCT ODOR, NO ORGANICS. DRY, WEAK CEMENTATION, <br /> 6 ML BLOCKY <br /> 8 <br /> 10 9 <br /> ' 12 <br /> , <br /> 1 <br /> 1 <br /> 14 1 <br /> 1 <br /> , <br /> 1 <br /> 1 <br /> t6 � <br /> , <br /> 1 <br /> , <br /> 18 1 <br /> 1 <br /> 1 12/20-22/30' SANDY SILT (ML) 20% VERY FINE, POORLY GRADED SAND, 80% <br /> 1 FINES, LOW DRY STRENGTH, LOW TOUGHNESS, LOW PLASTICITY, <br />' 1 <br /> 20 9 BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY, WEAK ML CEMENTATION, BLOCKY <br /> 22 <br /> 1 1 <br /> 1 <br /> 1 <br /> 24 1 <br /> 1 <br /> , <br /> zs 11 <br /> 1 <br /> , <br /> , <br />' 28 <br /> ,1 <br /> 11 22/30-32/40' INORGANIC SILT (ML) <5X POORLY GRADED SAND >95X FINES, <br /> 30 LOW DRY STRENGTH, LOW TOUGHNESS, NONE—LOW PLASTICITY, <br />' 9 BROWN, NO PRODUCT DOOR. NO ORGANICS, MOIST, WEAK <br /> ML CEMENTATION, BLOCKY <br /> 32 <br />' 34 <br /> 36 <br /> 38 <br />' 40 <br />