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Feet <br /> MSL 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 /> P t. <br /> P PT <2 PT �. <br /> OL C <br /> -15 ML H <br /> C %.A=1/iiigm vni Imo <br /> M <br /> '} <br /> SIM M 0.84 <br /> -20 0.93 SP <br /> <0.18 M . . . . . <br /> SIM <br /> -- RMW <br /> OB <br /> -25 <br /> 1.1 I ND 185 . <br /> L <0.18 Awn <br /> -30 :n ;s_. = S[T�E 7 . . . . r!a tiA <br /> J=: NG NG ND. <br /> W-2107 <br /> M <br /> -35 3.7 N NG D 5-11 <br /> L W-208 W-157. C; ; <br /> 123 to 33].`..- - �' p-108 <br /> -401 MD D <br /> -dr RMVW-103 <br /> C7 F [39 so 49] 32 <br /> rN I 11 ,'330 4 <br /> W-X29 <br /> IQ Tki 1h] <br /> i 10 <br /> fS �JTi. _ <br /> . 4 3cc. <br /> i L KI <br /> Yv-138 W-1ST <br /> [1.1-5 to 19-'5]� [iS t0 23] fi <br /> hT DD <br /> 4 -181 14'-18Q � <br /> Depth to Groundwater 3Q2021 ' W-193 ,1,Rlviwf 5 <br /> <0.18 Most Recent Cis-1,2-Dichloroethene D [30 to 410] <br /> (micrograms per liter) I- if)PD1 <br /> <0.18 Most Recent Vinyl Chloride 2 17-6[5 <br /> 7fi � r <br /> [5 E0 15] . 11E 3B Pf� . . <br /> (micrograms per liter) . . . . . . . . . . . . . . . . . . . VV-'l79. . . <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 /> F-1Silt <br /> =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 />