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t <br /> I <br /> MONITOR WELL NO. MW-x <br /> I <br /> WELLSCHEMATIC Moisture <br /> 1 s+ DBSCRiPT1dN <br /> 3%) t1 <br /> . Casing Elevation(ft.). Content( a s Group <br /> :.c Casing Stickup(ft.): Dry(Pcosity m Syrnbo! 0 <br /> i Steel surface . Asphalt Concrete <br /> SP <br /> monument Gray fine to medium sand with coarse sand and <br /> fine gravel(medium dense,wet)(fill?) <br /> Bentonite seal 15 <br /> 10 = IO <br /> 2-inch,Schedule <br /> 20 PVC solid 10 <br /> s� pipe <br /> N 15 _ 15 <br /> Y- 1' ttl <br /> 4 tV <br /> IL _ <br /> Z — r Bentonite cement <br /> Ft = = slurry 24 33 interbedded gray silty fine to medium sand and <br /> i — = 101 sM fine to medium sand with silt(medium dense, <br /> _ $p- wet)(fill?) 20 <br /> 0 20 — <br /> SP Gray fine to medium sand(loose,wet)(ftli?) <br /> 5 - <br /> 6 <br /> 25 = 25 <br /> L <br /> U 24 4 <br /> — — NA 30 <br /> 30 — <br /> Z SP Brownish-grey line to medium sand with a trace <br /> of fine sand(very dense,wot) <br /> a — — 65 <br /> 35 <br /> 35 = _ <br /> t SP Gray fine sand with a trace of silt'(vei dense, <br /> ro = wet) <br /> m _ _ <br /> W = _ 23 44 <br /> m — 103 <br /> CD <br /> —40 <br /> 40 <br /> m Mote:See 1:igute A-2 for explanadonsymbols _ i-1=•: <br /> gi <br /> Log of Monitor <br /> Geo0ln ineers <br /> / Figure A-5 ` <br /> I. <br />