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'1 <br /> r_ <br /> MW-2 <br /> SAMPLING DATE DRILLED 12/12/88 <br /> SURFACE ELEVATION FT. MSLD <br /> o TOP OF PVC WELL <br /> o CASING ELEVATION 5.44 FT. MSLO <br /> U_ <br /> y <br /> U_ n• w <br /> Uj <br /> o Cn <br /> SYMBOLS DESCRIPTION <br /> _ m <br /> GM <br /> U 8 SILTY GRAVEL: dry: unconsolidated. i <br /> M H <br /> Z5 <br /> 00 , W <br /> Z Co "M <br /> W ZH <br /> 109Co W 1,K ML LIGHT BROWN CLAYEY SILT: moist; dense: � <br /> moderate fine to medium grained sand; <br /> minor light gray mottling. MCL <br /> U 44 <br /> SM GREEN GRAY SILTY FINE TO MEDIUM SAND; <br /> moist: dense: micaceous; root clasts <br /> lined with iron-oxide; slight odor. <br /> ' ZD �: Very moist; medium dense; moderate T -v <br /> J medium to coarse sand: minor micas: : :. T <br /> no root casts; no odor. cr <br /> W — <br /> �WO I'• — G.J <br /> U 27 oZ i' _ '. Wccr <br /> �' ZN }'' = WW <br /> SP GRAY TO DARK GRAY MEDIUM TO COARSE SAND• Q1 <br /> i CL saturated; medium dense; quartz and lithic M _ •' 5Z <br /> !JJ rich; trace micas; 'heavin sands'. _ V)1-4 <br /> GREEN GRAY FINE SANDY SILTY CLAY; stiff _ <br /> Uj 30 to medium stiff: micaceous. <br /> 1 No odor. <br /> J Z <br /> iE <br /> W <br /> ca 40 NOTES: <br /> i) BORING COMPLETED AT A DEPTH OF <br /> 30.5 FEET ON 12/12/88. <br /> 2) 4 INCH PVC CASING INSTALLED TO <br /> 29 FEET. SCREENED INTERVAL FROM <br /> 19 TO 29 FEET. <br /> i <br /> 50 <br /> cam,•-� <br /> c <br /> 60 <br /> f <br /> J <br /> 70 <br /> WELL LOG <br /> �] Dames & Moore <br /> J <br />