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AWASSOCIATES INC <br /> 1117 tale Pdm krA We R Modesto,Cob mA hbI LOG OF BORING S B 3 4 <br /> PROJECT KING ISLAND RESORT LOCATION PROJECT NO 54 62514 0001 <br /> DATE DRILLED 08/17/99 LOGGED BY TOM LUTTERMAN REVIEWED BY JE6NNE HPMSEY C47410 <br /> DRILLING COMPANY _FISCH_ ENVIRONMENTAL DRILLER RIGH BERTOLINO METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER 1 S IN DEPTH DRILLED _ 16 FT DEPTH TO WATER INITIAL 14 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 CEMENT SLURRY OVER 15X BENTONITE INTERVAL FT TO FT <br /> COMMENTS PAGE OF 1 <br /> WELL DEPTH FID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br />' 0-2 ASPHALT <br /> 2 <br /> 4 CL/MH 2--6/9' <br /> 7 5 / LEAN CLAY/ELASTIC SILT (CL/MH) 10% FIkE, POORLY GRADED SAND, <br /> 9OX FINES, MEDIUM-HIGH DRY STRENGTH, NO DILATANCY, LOW <br />' 6 TOUGHNESS, LOW-MEDIUM PLASTICITY, OLIVE GRAY, NO PRODUCT <br /> ODOR, ORGANICS. MOIST, WEAK CEMENATION, HOMOGENOUS <br /> B <br />' KIR-SOU-10 0 <br /> 10 <br /> 7D <br /> OL/OH 6/9-11/14' ORGANIC SOIL (OL/OH) 1OX FINE, POORLY GRADED SAND, 90% <br /> 12 FINES, MEDIUM-HIGH DRY STRENGTH, NONE-SLOW DILATANCY, LOW <br /> TOUGHNESS, LOW-MEDIUM PLASTICITY, DUSKY YELLOW BROWN, NO <br /> PRODUCT ODOR, ORGANICS, MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> KIR-SB34-15 0 <br /> 14 2D PT 11/14-16' PEAT (PT) <SX FINE, POORLY GRADED SAND, >95X FINES, DUSKY <br /> YELLOW BROWN. NO PRODUCT ODOR, ORGANICS. MOIST-WET, WEAK <br /> CEMENTATION, HOMOGENOUS <br /> 16 <br /> 18 <br />' 2o- <br /> 22 <br /> 24-- <br /> 26- <br /> 28— <br /> _30- <br /> 32- <br /> -34- <br /> 36- <br /> -38 <br /> 426ze3a32343638 <br />' 40 <br />