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DATE DRILLED 08/15/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE NO 47410 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER VAN LEONARD METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER _10 IN DEPTH DRILLED 45 FT DEPTH TO WATER INITIAL 2780 FT STATIC 2626 3..- ._.9 FT <br /> CASING TYPE PVC DIAMETER 4 IN SCHEDULE 40 INTERVAL 05 FT TO 20 FT <br /> SCREEN TYPE PVC DIAMETER _4 IN SLOT SIZE 0 010 IN INTERVAL 20 FT TO 40 FT <br /> ' FILTER PACK TYPE #2/12 SANG INTERVAL 18 70 40 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE <br /> COMMENTS INTERVAL _1 FT TO 18 FT <br /> WELL DEPTH PID A U S C PAGE 1 OF? <br /> ' DETAIL FT m BLOWCOUNT LOG DESCRIPTION <br /> ASPHALT <br /> 2 <br /> ' SILTY SAND (SM), 60-70% FINE, POORLY GRADED SAND, 30-40% FINES, <br /> DARK GRAYISH BROWN, DRY-MOIST, MEDIUM DENSE, NO ODOR <br /> 4 <br /> ' 6 <br /> 6 75 6 <br /> 12 <br /> SM LIGHT GRAYISH BROWN BELOW 6 5 FEET <br /> $ <br /> ' 10 <br /> 8 <br /> 12 <br /> ' X 1 <br /> 12 6 <br /> SAND (SP), 100% FINE, POORLY GRADED SAND, LIGHT BROWN, DRY- <br /> ' 14 SP <br /> MOIST, MEDIUM DENSE, NO ODOR <br /> 7 <br /> f6 61 9 <br /> 9 SILTY SAND (SM), 60% FINE, POORLY GRADED SAND, 40% FINES, <br /> SM MED OLIVE BROWN, MOIST, NO ODOR <br /> 1$ <br /> CLAYEY SILTY SAND (SM), 60% FINE, POORLY GRADED SAND, 40% <br /> 20 9 SM FINES, MED OLIVE BROWN, DRY—MOIST, MED DENSE, NO ODOR <br /> ' <br /> 7 0 12 <br /> 15 <br /> 22 SILTY SAND (SM), 60% FINE, POORLY GRADED SAND, 407. FINES, <br /> MED OLIVE BROWN, MOIST, MED DENSE, NO ODOR <br /> ' 24 6 SM <br /> 7 <br /> 6 4 16 SP SAND (SP), 100% FINE POORLY GRADED SAND, MED OLIVE BROWN, <br /> ' 26 4 O 8 - WET, MED DENSE, NO ODOR <br /> 10 <br /> 28 - <br /> _30- <br /> 6 <br /> 15 4 10 Syr SAND (SW), 100% FINE-MED , WELL-GRADED SAND, LIGHT OLIVE BROWN, <br /> 15 WET MED DENSE NO ODOR <br /> ' = 32 <br /> 34 <br /> ' sw <br /> 36 142 SLIGHT PETROLEUM ODOR AT 36 FEET MEDIUM GRAY WET <br /> La <br /> ' 3$ <br /> LOG OF BORING MW-6 <br /> SMTN <br />' EMNRQNYENThL TECNNOEOLIES CORPoRATION <br /> PROJECT N 0 94-373 <br />