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DATE DRILLED _f 29(96 LOGGED BY wlLLlaM MADISON REVIEWED BY JEANNE HDMSEY CE NO 47410 <br /> DRILLING COMPANY SPECTRUM DRILLER BOB OUVALL METHOD DIRECT PUSH TECHNOLOGY <br /> RE HOLE DIAMETER 1 5 IN DEPTH DRILLED 26 FT DEPTH TO WATER INITIAL - FT STATIC 12 FT <br /> 1NG TYPE - DIAMETER - IN SCHEDULE - INTERVAL - - INCH TO - FT <br /> REEN TYPE - DIAMETER .= IN SLOT SIZE - IN INTERVAL - FT TO - FT <br /> FILTER PACK TYPE - INTERVAL _ - FT TO - FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO 26 FT <br /> COMMENTS <br /> PAGE ?OF OF_L_ <br /> WELL DEPTH PID SAMPLE ID U S C DESCRfPTION <br /> DETAIL FT m SLOWCOUNT LOG <br /> Asphalt = 1 inches <br /> 2 <br /> 4 <br /> Mo <br /> 4 9 SAWPLE <br /> 6 RECOVERY CL Silty Clay (CL) 100- Fines Light Olive Gray (5Y5/2), Moist <br /> Medium Plasticity <br /> 8 <br /> ML <br /> a <br /> TO Clayey Silt (ML) 100 Fines Light Olive Gray (5Y5/2) Very <br /> 141 Se-2-10 Moist-Wet Petroleum Odor Low Plasticity <br /> 12 <br /> 14 <br /> 48 Wet Petroleum Odor at 14 Feet <br /> i6 <br /> 18 <br /> 20 4 1 CL Silty Clay (CL) 100-7 Fines Light Olive Gray (5Y5/2) Very Moist- <br /> Wet Low-Medium Plasticity <br /> Color Change to Moderate Yellowish Brown (10YR5/4) a1 20 Feet <br /> 22 <br /> 24 ML Clayey Silt (ML) 100- Fines Moderate Yellowish Brown (10YR5/4), <br /> Low-Medium Plastiaty No Odor <br /> D 9 se-2-25 <br /> 26 <br /> 28 <br /> 30 <br /> STATIC DEPTH TO WATER FLOATING PRODUCT ON <br /> WATER IN BORING <br /> 32 <br /> 34 <br /> 36 <br /> 38 <br /> SWHLOG OF BORING S9-2 <br /> CNYIoprMLNiAL ICLNHOLOGIES COIROR.1pON <br /> PROJECT N 0 94-334 <br />