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AlICASSOCIATES INC. („ <br /> 1260 Graphics Nye,Modesto,Cdlo4o,95351 ;I LOG OF BORING S B 5 <br /> PROJECT ROSSETTI PROPERTY LOCATION 25411 LONE TREE ROAD, ESCALON, CA PROJECT NO. 14980.0001 <br /> DATE DRILLED 06/30/98 LOGGED BY TOM LUTTERMAN REVIEWED 8Y JEANNE HOMSEY C47410 <br /> DRILLING COMPANY _MITCHELL DRILLING DRILLER BART TURGENSI : METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 16 FT DEPTH TO WATER INITIAL NA 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 0 FT TO 16 F7 <br /> COMMENTS: PAGE 1 OF 1 <br /> WELL DEPTH PID AMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 2 <br /> :I <br /> 4 <br /> 1 <br /> i <br /> 6 I <br /> SM 0-10/14.5' SANDY SILT (SM): 80% FINE—MEDIUM, POORLY GRADED SAND; 20% FINES; <br /> MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY— <br /> MOIST, WEAK CEMENTATION, HOMOGENOUS I <br /> $ I <br /> � I <br /> 10 �� <br /> 12 <br /> it <br /> 1 4 <br /> RM—SBS-15' <br /> 17 j <br /> 27 SP—SM 10/14.5-16' POORLY GRADED SAND WITH SILT (SP—SM): 90% FINE—MEDIUM, POORLY ri <br /> 16 1 so GRADED SAND; 10% FINES; MODERATE YELLOW BROWN, NO PRODUCT <br /> ODOR. NO ORGANICS, DRY—MOIST, WEAK CEMENTATION, HOMOGENOUS I <br /> L 1$ <br /> 20- <br /> 22- <br /> -24- <br /> 26- <br /> 28 <br /> 0 22 2426 28 ! <br /> C <br /> 30- <br /> 32 <br /> I <br /> 34 .. <br /> 36 <br /> 38 <br /> 1 I <br /> 40 , <br /> ,I <br />