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i <br /> I <br /> DATE DRILLED - - LOGGED BY = :' REVIEWED BY = -:`;' C£ NO. = - <br /> DRILLING COMPANY DRILLER METHOD <br /> BORE HOLE DIAMETER N DEPTH DRILLED FT DEPTH TO WATER INITIAL _ 2.2 _ __FT_ STATIC - FT 4 <br /> CASING TYPE DIAMETER 2, IN SCHEDULE 'INTERVAL INCH TOFT <br /> SCREEN TYPE '=c DIAMETER 2 IN SLOT SIZE w.:;.:.;' IN INTERVAL 2 FT TO FT <br /> FILTER PACK TYPE =``_== `:_; INTERVAL L FT TO FT <br /> SURFACE SEAL TYPE UT INTERVAL ` FT TO FT <br /> COMMENTS: PAGE OF <br /> WELL DEPTH P.I.D. SAMPLE ID U.S.C. I DESCRIPTION <br /> DETAIL FT. m BLOWCOUNT LOG I <br /> ASPHALT <br /> FILL GRAVELLY SILTY SAND (SM—FILL); 40t F—C SAND; <br /> 2 I 40% .FINES; 20%. GRAVEL; N0 ODOR <br /> CL SILTY"CLAY (CL); 100%FINES; DUSKY. YELLOWISH BROWN; 10YR 2/2; <br /> MOIST; MEDIUM PLASTICITY; SOFT; ORGANICS—PLANT FIBERS; NO ODOR <br /> 4 <br /> I 2 <br /> 6 —J 4.1 2 SANDY SILTY CLAY (CL); 85% FINES; 15% F—M,SAND; DARK YELLOWISH <br /> 81-6.5 2 CL Y BROWN 10 YR 4/2; MOIST—V. MOIST; MEDIUM=HIGH PLASTICITY; SOFT— <br /> MEDIUM STIFF; ORGANICS; .MACROPORES-1/2-1mm DIAMETER; NO ODOR <br /> — 8 <br /> 10 2 j <br /> NO 3. 70% FINES;.3O% F—M _SAND; TRACE FINE SUBANGULAR GRAVEL; WET 0 <br /> SAMPLES 3 11.5 FT. <br /> 12 2.5RECOVERED _ _ <br /> i. <br /> — 14 SAND=(SW); 90% F—C WELL GRADED SAND; 10%-FINES; DARK YELLOWISH <br /> BROWN 10 YR 4/2; WET; LOOSE; NO ODOR <br /> d SW i <br /> 16 4 <br /> — 2.3. <br /> 18 <br /> 20 SILTY CLAY (CL); 100% FINES; DARK YELLOWISH BROWN 10 YR 4/2; <br /> 5 MOIST; LOW—MEDIUM PLASTICITY; MEDIUM STIFF; ORGANICS; MACROPORES <br /> 4 CL 1/2-1 mm DIAMETER; NO ODOR <br /> 2,3 81-21.54 <br /> 22 <br /> i <br /> i <br /> —24- <br /> -26- <br /> -25— <br /> _30- <br /> -32— <br /> SZ' <br /> 426283032SZ' STATIC WATER—LEVEL: <br /> - 34 i <br /> GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING <br /> 36 <br /> 38 <br /> RF2 <br /> I <br /> ECG OF BORING MLS--1 <br /> PROJECT NO. 95-122 <br />