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V � <br /> AfXAS50CIATES INC. LOG OF BORING SBI <br /> 1117 In W ke..we It llod %c dwim 95351 EST GRANT PROJECT NO. 54.92054.0020 <br /> * PROJECT RICCELLI PROPERTY LOCATION W <br /> REVIEWED BY <br /> DATE DRILLED LOGGED BY JOHN S£LLMAN METHOD DIRECT PUSH <br /> DRILLING COMPANY EaCIJ ENyE W NTAL DRILLER 10 STATIC <br /> BORE HOLE DIAMETER 1^Ib DEPTH DRILLED 11 FT DEPTH TO WATER INITIAL FT TO T <br /> NA DIAMETER IN- SCHEDULE �� INTERVAL <br /> CASING TYPE SLOT 51ZE .�, IN_ INTERVAL <br /> NA INTERVAL . FT TO �- <br /> FT- <br /> k- SCREEN TYPE NA DIAMETER � N TO �� <br /> FILTER PACK TYPE INTERVAL — FT TO � <br /> SURFACE SEAL TYPE NEAT CEMENT PAGE 1 OF <br /> COMMENTS: <br /> WELL DEPTH PID AM L I LITHOLOGIC OESCRIPTION <br /> DETAIL Ff. PPM BLOWCOUNT LOG <br /> 1� <br /> 2 <br /> L A PT 0 — 6/9' PEAT (PT): 30% FINE, POORLY GRADED GRAVEL, 70% FINES; LOW DRY <br /> 5 STRENGTH, LOW TOUGHNESS, DARK GRAY, NO PRODUCT ODOR, <br /> ROOTS, MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> Lw <br /> 8 6/9 — 11' SANDY CLAY (SC): 40% FINE. WELL GRADED SAND; 10% FINE GRAVEL; <br /> SBI-10.4 SC 50% FINES; LOW DRY STRENGTH. LOW TOUGHNESS, LOW PLASTICITY, <br /> 6.5 BROWN, NO PRODUCT ODOR, NO ORGANICS, WET, WEAK CEMENTATION, <br /> 10 HOMOGENOUS <br /> 12 SB 1—W <br /> a.. <br /> —14- <br /> 16 <br /> 416 <br /> Lw 18 <br /> 20 <br /> La <br /> 22 <br /> 426it24- <br /> 26— <br /> La <br /> 28 <br /> i,. <br /> 30 <br /> Lo —32- <br /> 34- <br /> -36— <br /> L.0 36 <br /> —38- <br /> -40 <br /> Lo <br />