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AI`►ASSOCIATES INC <br /> 1117 lane Paha kwA swie R NwmIo,Camig 95m1 LOG OF BORING SB29 <br /> PROJECT KING ISLAND RESORT LOCATION 11530 WEST EIGHT MILE-ROAD. STOCKTON. CA PROJECT NO 62514 0001 <br /> DATE DRILLED 07/22Z99 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> KILLING COMPANY -E-SCH ENVIRONMENTAL DRILLER FLINI HERMAN METHOD DIRECT PUSH <br /> ORE HOLE DIAMETER 1 5 IN DEPTH DRILLED _ 16 FT DEPTH TO WATER INITIAL _ - 14 FT STATIC __ _ T <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 CEMENT SLURRY OVER 15X BENTONITE INTERVAL TO - FT <br /> COMMENTS PAGE t OF--!- <br /> WELL <br /> F tWELL DEPTH FID SAkPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-3/4" ASPHALT <br /> 2 <br /> CL/MH <br /> 4 3/4"-6/9' LEAN CLAY WITH SAND/ELASTIC SILT (CL/MH) 20X FINE, POORLY <br /> 80 GRADED SAND, BOX FINES, LOW TOUGHNESS, LOW-MEDIUM <br /> PLASTICITY, MODERATE BROWN, NO PRODUCT ODOR, NO ORGANICS, <br /> 6 DRY-MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> B <br /> KIR-5829-10 0 <br /> 10 <br /> 5.000 <br /> 6/9-16' PEAT (PT) t5X FINE, POORLY GRADED SAND, >95X FINES, DUSKY <br /> PT YELLOW BROWN, NONE-STRONG PRODUCT ODOR, ORGANICS, MOIST- <br /> 12 WET, WEAK CEMENTATION, HOMOGENOUS <br /> 14 KIR-S829-15 0 <br /> 200 <br /> 16 <br /> 18 <br /> 20 <br /> 22 <br /> -24- <br /> -26 <br /> 28 <br /> 30 <br /> 32 <br /> —34- <br /> 36- <br /> 38 <br /> 43638 <br /> 40 <br />