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ASSOCIATES INC <br />' 1260�q>=6mc,110 ke A Won 95BI LOG OF BORING S 81 0 <br /> PROJECT FARMER PROPERTY LOCATION PROJECT NO 6259 O0 1 <br /> w <br /> ATE DRILLED O1-03-99 LOGGED BY TOM LUTTERMAN .,. , ,.. REVIEWED BY JEANNE HOUSEY C-7410 <br /> RILLING COMPANYy&w DRILLING INC_ DRILLER RICK EARRAGAN METHOD 1:12 1 OW STEM At MER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED _ 46 5 FT DEPTH TO WATER INITIAL SEI STATIC _ 27 FT <br /> CASING TYPE NA DIAMETER NA _IM SCHEDULE NA INTERVAL NA FT TO SIA EI <br /> SCREEN TYPE _ NA DIAMETER --±LA—JbL SLOT SIZE NA IN, INTERVAL NA FT TO NA FT <br /> FILTER PACK TYPE NQNF - INTERVAL -NA FT TO NA FT <br />' SURFACE SEAL TYPE N/A -_ __ INTERVAL 0 FT TO _ 16.5 FT <br /> COMMENTS BORING WAS PRESSURE GROUTED TO THE SURFACE PAGE OF-2— <br /> WELL <br /> F2WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM[ BLOWCOUNT LOG <br /> 0-11 ' - Asphalt <br /> 2 <br /> 4 <br /> 9 11--115/15 LEAN CLAY (CL) <15% FINE POORLY GRADED SAND <br /> 6 2 5 19 <br /> i ,e <br /> CL >85X FINES NO DILATANCY MEDIUM TOUGHNESS, LOw- <br /> MEDIUM PLASTICITY, DARK GRAY NO PRODUCT ODOR <br /> 8 ORGANICS, DRY WEAK CEMENTATION, HOMOGENOUS <br />' 10 <br /> 2 5 is <br /> 38 <br />' S <br /> 12 0 <br /> 14 <br /> 15 <br /> 16 2 5 354-4 <br /> ML - <br /> 11 5/15-20 5' SILT WITH SAND (ML) 20% FINE, POORLY GRACED SAND <br />' <br /> 80% FINES, SLOW DILATANCY, LOW-MEDIUM TOUGHNESS <br /> 18 NONE-LOW PLASTICITY, MODERATE YELLOW BROWN NO <br /> PRODUCT ODOR NO ORGANICS, DRY, WEAK CEMENTATION, <br /> 24 HOMOGENOUS <br /> 25 14 <br /> 19 ! <br /> is SP-S 20 5-21 5-25' POORLY GRADED SAND WITH SILT (SP-SM) 90% FINE <br /> 22 POORLY GRADED SAND 10% FINES, MODERATE YELLOW <br /> BROWN DRY-MOIST WEAK CEMENTATION <br />' 24 f <br /> 25 FP-5810-25 5 <br /> 26 9 SM 21 5/25-25 5/30 SILTY SAND (SM) 60% FINE POORLY GRADED SAND 40% <br />' 13 IJ FINES MODERATE YELLOW BROWN NONE-SLIGHT PRODUCT <br /> ODOR, NO ORGANICS, WET WEAK CEMENTATION <br /> 28 HOMOGENOUS <br />' 3d 2 5 13 <br /> 26 MH <br />' 29 25 5/30-31 5/35 ELASTIC SILT (MH) <15% FINE POORLY GRADED SAND, <br /> 32 >85X FINES LOW-MEDIUM CRY STRENGTH, NONE-SLOW <br /> DILATANCY, LOW TOUGHNESS, LOW-MEDIUM PLASTICITY <br /> 34 MODERATE YELLOW BROWN NO PRODUCT ODOR MOIST <br />' WEAK CEMENTATION HOMOGENOUS <br /> 36 25 16 <br /> 2a <br /> 41 0 POORLY GRADED SAND WSTH SILT (SP-SM) 907. FINE- <br /> SP-Sm MEDIUM, POORLY GRACED SAND 10% FINES MODERATE <br /> 38 YELLOW BROWN NO PRODUCT ODOR WET WEAK <br /> CEMENTATION HOMOGENOUS <br /> FP-5810-40 5 <br />' 40 5 7 <br /> ,t3 <br /> 24 ` , <br /> 42 Y <br />