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r <br /> a� <br /> MW-3 <br /> SAMPLING DATE DRILLED 12/13/88 <br /> SURFACE ELEVATION FT. MSLO <br /> "� c TOP OF PVC WELL <br /> i U- CASING ELEVATION 5.82 FT. MSLD <br /> Cn <br /> G Uj CL W <br /> en <br /> SYMBOLS DESCRIPTION <br /> 0 ML BROWN CLAYEY GRAVELLY SILT. <br /> GM LIGHT BROWN CLAYEY SILT; moist; Very dense; <br /> U 49 <br /> ML minor sand and roots; minor white mottling. <br /> w <br /> M <br /> I <br /> O � <br /> iQ If A2 w ow <br /> GRAY BROWN FINE SANDY CLAYEY SILT; moist; <br /> very dense; abundant white mottling; minor m z <br /> idark gray mottling. WW <br /> U 40 Tj <br /> SP <br /> 20 wcc <br /> t <br /> W <br /> 70-< <br /> Z OJ <br /> Q — WQ <br /> Z t< _ W C, <br /> U 10 �: _ _ _ = WW <br /> BROWN TO YELLOW BROWN FINE TO MEDIUM SAND; m U Z <br /> �-- CL ; alightly moist; medium dense; poorly <br /> W U 60 consolidated. <br /> W Li ht brown; medium to coarse sand; <br /> li 30 moat. <br /> Z V:nry saturated; loose to medium <br /> ♦'� GREEN GRAY SILTY CLAY; stiff; minot to <br /> moderate fine sand; micaceous; minor <br /> white mottling.FE <br /> W <br /> 40 NOTES.• <br /> 1) BORING COMPLETED AT A DEPTH OF <br /> 30 FEET ON 12/13/88. <br /> 2) 4 INCH PVC INSTALLED TO 28.5 FEET; <br /> SCREENED INTERVAL FROM 18.5 TO <br /> 28.5 FEET. I <br /> J 50 <br /> J I <br /> i <br /> 60 <br /> 70 <br /> WELL LOG <br /> Dames & Moore <br /> 7 <br />