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DATE DRILLED If; LOGGED BY REVIEWED BY CE NO. ='ZiL <br /> DRILLING COMPANYE�'VLO�W*N DRILLER METHOD <br /> t <br /> - 22E V-,*"-"`L� 1-21-012' LL'i x"'2`71; I <br /> BORE HOLE DIAMETER IN DEPTH DRILLEDFT DEPTH TO WATER INITIAL FT STATIC <br /> CASING TYPE DIAMETER IN G SCHEDULE INTERVAL INCH. TO w FT <br /> SCREEN TYPE DIAMETER IN SLOT SIZE IN INTERVAL 2 FT- TO FT <br /> FILTER PACK TYPE INTERVAL FT TO <br /> SURFACE SEAL TYPE INTERVAL FT TO FT <br /> COMMENTS: PAGE OF <br /> DEPTH P.I.D. SAMPLE ID U.S.C. <br /> DESCRIPTION <br /> DETAIL FT. m BLOWCOUNT LOG CONCRETE <br /> 2 — SANDY SILTY CLAY (CL); 85-90% FINES; 10-15% F–M SAND; OLIVE <br /> GRAY 5Y 4/1 MOTTLED BLUE GREEN; MOIST; LOW–MED. PLASTICITY; <br /> STIFF; NO ORGANICS; STRONG GASOLINE ODOR AT 5*-6.5' <br /> 4— <br /> '77 <br /> 3 <br /> .318 02-6.0 5 a <br /> CL <br /> ORGANICS,, STRONG GASOLINE ODOR AT 7.5*-9' <br /> 2 <br /> 8— <br /> 3 v <br /> 197 4 <br /> 10— 2 <br /> 2 SAND INCREASES TO 15-20%; WET; STRONG GASOLINE ODOR AT 10' <br /> 54 2 <br /> SW SAND (SW); 95% F–M WELL GRADED SAND; 5% FINES; DARK OLIVE <br /> —14— BROWN; WET; MED. DENSE; NO ORGANICS; NO ODOR <br /> 4 <br /> 16— 2.6 7 <br /> 7 <br /> 20— <br /> SW/SP SAND (SW/SP); 80-85% COARSE SAND, 15-20% FINE SUBANGULAR <br /> 4 GRAVEL; NO FINES; DARK GREENISH GRAY; WET; NO ORGANICS; <br /> - 7 NO ODOR <br /> 22— <br /> SANDY SILTY CLAY (CL); 85% FINES; 15% FINE SAND; DARK OLIVE <br /> CL BROWN; MOIST; MED. PLASTICITY; STIFF, NO ORGANICS; NO ODOR <br /> 24— 4 <br /> 7 <br /> 26 1 1 82-25.58 <br /> —28- <br /> -32— STATIC WATER–LEVEL <br /> —34— <br /> Y GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING <br /> —36- <br /> 38— <br /> RF2 <br /> LOG OF BORING MW-2 <br /> PROJECT NO. 95-122 <br />