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F <br /> MW-3 <br /> SAMPLING DATE DRILLED 12/13/89 <br /> SURFACE ELEVATION FT M5LD <br /> 1 I TOP OF PLG WELL <br /> CASING ELEVATIATI <br /> ON 5.82 FT ASLO <br /> cn w cn <br /> Q. Uj <br /> y <br /> in SYMBOLS DESCRIPTION <br /> ML BROWN CLAYEY GRAVELLY SILT <br /> 6HI LIGHT BROWN CLAYEY SILT, moist; very dense; <br /> minor sand and roots; minor white mottling. <br /> U 49 f MLUj <br /> w <br /> o r <br /> z z� <br /> 10 N GRAY BROWN FINE SANDY CLAYEY SILT, moist; m iJ <br /> very dense; abundant white mottling. minor <br /> dark gray mottling. ma <br /> U ao <br /> 5P <br /> U —_ <br /> 20 PA ■ Q Z <br /> Q <br /> o� <br /> zoo — w¢ <br /> s �_ <br /> U 10 <br /> BROWN TO YEOW BROWN FINE TO MEDIUM SAND; _ W <br /> LL <br /> CL ' slightly moist: medium dense; poorly <br /> W U g0 consolidated. <br /> LLJ 30 Light brown: medium to coarse sand; <br /> moist <br /> Very coarse, saturated; loose to medium <br /> dense. <br /> GREEN GRAY SILTY CLAY: stiff; minot to <br /> moderate fine sand; micaceous; minor-- <br /> white mottling <br /> LUa <br /> © 40 � NOTES: <br /> 1) BORING COMPLETED AT A DEPTH OF <br /> 30 FEET ON 12/13/88 <br /> 21 4 INCH PVC INSTALLED TO 28 5 FEET: <br /> SCREENED INTERVAL FROM 18.5 TO <br /> 29 5 FEET <br /> 50 <br /> sa <br /> i <br /> 70 <br /> WELL LOG <br /> Dames & Moore <br />