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J <br /> MW-4 <br /> ' SAMPLING DATE DRILLED 12/13/88 <br /> SURFACE ELEVATION. FT. MSLD <br /> J `�` o TOP OF PVC WELL <br /> U- CASING ELEVATION 6.14 FT. MSLD <br /> Cn E5 Cn <br /> U- a Uj <br /> � <br /> SYMBOLS DESCRIPTION <br /> 0 i <br /> ML BROWN GRAVELLY CLAYEY SILT. T . <br /> a ' <br /> U 43 I I <br /> CL LIGHT BROWN SILTY CLAY; moist: medium <br /> stiff to stiff: minor black and light w <br /> gray mottling: trace roots. H <br /> 10 68- �i o0 <br /> I ML BROWN CLAYEY SILT; slightly moist: very z 0 <br /> dense; minor micas: trace black mottling. m w <br /> U 28 ML <br /> CL Increase in clay; medium stiff to soft: z J <br /> trace orange brown mottling. <br /> ww <br /> ma. <br /> ! 20 ' 4 0 CL LIGHT GRAY SILTY CLAY: moist: stiff to t <br /> 11 ML medium stiff: minor fine sand: minor <br /> light green mottling. <br /> U 61/ I I <br /> 6• CL GRAY TO GREEN GRAY SILTY CLAY: moist; w <br /> f.. Sc ver stiff; minor fine sand; micaceous. LU c :: _ : w a <br /> W U 65 I Increase 1n sand. - z ' <br /> W 30 ML GREEN GRAY FINE SANDY SILT: saturated: <br /> z> <br /> m _ <br /> ..w¢ <br /> WLU <br /> U' 1 very dense: micaceous: minor dark green * _ ::i 0z <br /> H U 48 I and gray mottling. <br /> SP GREEN GRAY SILTY FINE TO MEDIUM SAND. <br /> _ dense: micaceous. <br /> CL <br /> LU <br /> 40 — NOTES: <br /> 1) BORING COMPLETED AT A DEPTH <br /> OF 34.5 FEET ON 12/13/88. <br /> 2) 4 INCH PVC CASING INSTALLED <br /> TO 33 FEET. SCREENED INTERVAL <br /> FROM 23 TO 33 FEET. <br /> 50 <br /> I <br /> 1 60 <br /> 70 <br /> WELL LOG <br /> Dames & Moore <br />