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Feet <br /> MSS D North South D' <br /> 5 W-045 P-108 <br /> -182 W-033 <br /> siv W-188 W-181 P-176 <br /> 0 ML sc W-323 W-324 W-325 MW <br /> W-330 M <br /> M M M W-328 W-329 <br /> CL <br /> -5 CL CL <br /> ML ML ML CL sM <br /> -10 <br /> ML PT <br /> CL <0.18 H <br /> I <br /> t. <br /> P PT <2 PT �. <br /> OL C <br /> -15 ML H <br /> ML <br /> s M 0.84 SP <br /> -20 0.93 <br /> Lim <br /> <0.18 M . . . . . . . . . . <br /> OB <br /> -25 <br /> 1.1 I.G ND {Ar- [if :0 1. <br /> L <0.18 --30 <br /> ND �G ND <br /> M <br /> -35 3.7 N[. ND D 5-1-11 <br /> L W-208 W-157. C; <br /> -40 <br /> D <br /> �r F [39 so 49] <br /> w._Q8 <br /> [5 to;10] rdf ND <br /> rN I I, 330 RMVV-04 <br /> ysr_ 2 n i0 'r <br /> IQ TO 1h] - S <br /> fS qTi. . <br /> 4 act. <br /> i D NT <br /> 1 f-1 S8 V1r-1ST <br /> [1-1.5 to 19-'5]� [13 10 M 01 <br /> hT DD <br /> W-181 "1-18Q � <br /> [5 t 151 <br /> . . . . . . . . . <br /> Depth to Groundwater 3Q2021 ' W.193 RM 05 <br /> <0.18 Most Recent Cis-1,2-Dichloroethene D [30 ko01 <br /> (micrograms per liter) I' if)PD.1 <br /> <0.18 Most Recent Vinyl Chloride 2 17-6 A. t <br /> [5 EO 15] .%ITE 3B Pry . <br /> (micrograms per liter) . . . . . . . . . . . . . . . . . . . VV-'l19 <br /> CL= Lean Clay <br /> Well and Well Screen OH =Organic Clay Schematic Cross Section Northern Landfill <br /> PT= Peat Horizontal Scale <br /> Clay ML=Silt Rough and Ready Island <br /> ❑ SC=Clayey Sand 100 200 feet <br /> Silt SM =Silty Sand <br /> SP= Poorly Graded Sand 10 x Vertical Exaggeration GeosynteC )' Figure <br /> Clayey Sand and Silty Sand <br /> consultants <br /> Sand Boring logs were completed using different drilling and soil sampling methods by different WR2501 B June 2022 17 <br /> parties over many decades i <br />