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SAMPLING MONITORING WELL DMW-5 <br /> o v DRILLING METHOD Hollow Stem Auger 8 <br /> CL W QE SAMPLING METHOD Drive Sample Splitspoon-Continuous Core <br /> . ~ � a '- Ln DATE COMPLETED 05/4/95 <br /> CD ELEVATION (TOP OF CASING) it MSLD <br /> 6 � L <br /> 0- <br /> LO v SYM OLSI DESCRIPTION <br /> ^ �^ AC ASPHALT <br /> 5M <br /> BACKFILL <br /> SP Brown SILTY SAND,fined grained medium dense, well <br /> graded <br /> Brown SAND with silt and gravel, fine to medium grained, <br /> 5 DS 23 18118 moist dense poorly graded, fine angular gravel <br /> ML Brown SANDY SILT, very fine to tine grained, stiff moist, <br /> 10 DS 24 18/18 poorly graded 0 <br /> SM Olive grey,SILTY SAND, very fine to fine grained,dense <br /> 15 DS 26 18/18 moist,poorly graded, trace pores up to 05m Blocky 5 <br /> structure, hydrocarbon odor w <br /> CD a. <br /> CL C3 <br /> — <br /> ML _Brown tp alive grey SANDY SILT, stiff moist, some fine -T <br />• sand, trace brown concentrations up to 3 mm o <br /> 20 DS 2037 30 18/15 20 CD <br /> Increase in sand content <br /> CC 42/42 SM - <br /> --------------------------------- <br /> 2289 Brown to olive grey SILTY SAND,very fine to fine <br /> grained,medium dense moist, poorly graded, olive grey <br /> layers <br /> 1273 Color change to yellowish red with olive grey mottling <br /> 25 DS 24 18/16 25 <br /> CC 42/36 Increase in sand content <br /> 1319 <br /> 30 OS 27 18112 Color change to yellowish red to brown, trace olive grey 30 <br /> mottling Decrease in sand content, trace wife seams, <br /> CC 42/42 blocky structure <br /> CL Brown SILTY CLAY,very stiff, moist,MC<PL, medium <br /> 50 plasticity, abundant white to light brown seams, trace <br /> 54 very fine sand <br /> 35J DS 18/12 L35 <br /> I Static Water Level <br /> SZ 1st Water During DriIGng <br /> MONITORING WELL DMW-5 <br /> Monitoring Report <br /> American Forrest Product�ConipEln y , <br /> Dames Moare ctn <br /> 15885-015-044 Page t o1 3 <br /> i <br />