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Mss A Southeast Northwest W-338 <br /> 5 A <br /> W-074 W-077 W-103 W-339 SP <br /> 0 W-Ogg GGW-03 <br /> W-210 W-097 LNH <br /> W-212 W-076 W-101 090 <br /> ML V_ <br /> -5 H CL <br /> flo-0�1 <br /> ML CL TCL <br /> CH <br /> CL CL M <br /> -10 CL ML L CH SC CL <br /> SC <br /> -15 M <br /> M <br /> 1900 M 690 ML M ML <br /> <0.18 690 P SP CL CL <br /> sw <br /> -20 <0.18 CH L 0.94 <br /> CE <br /> M CL 0.9 CL <0.18 <br /> -25 ML <br /> H SP <br /> SM <br /> -30 ML SC SC <br /> M <br /> SM <br /> -35 CL s <br /> 360 ML <br /> -40 <0.18 17 SM CL <0.18<0.18 <br /> CL <br /> -45 <br /> Li <br /> CL <br /> <0.18 <br /> -50 <0.22 SC Sc <0.18 <br /> -55 <br /> A` <br /> -60 <br /> -65 <br /> -70 <br /> -75 <br /> CH=Fat ClayHorizontal Scale - <br /> F Clay � Depth to Groundwater 3Q2021 °•^��-� �`°�.,amP, <br /> CL=Lean Clay 0 50 100 feet I ; Schematic Cross Section Site 3 <br /> ML=Silt Silt <0.18 Most recent Cis-1,2-Dichloroethene <br /> SC=Clayey Sand F1 (micrograms per liter) <br /> SM=Silty Sand tee,TanX L - <br /> �9e g. 'ooM:"kee. Rough and Read Island <br /> SP=Poorly Graded Sand � Silty Sand or Clayey Sand <0.18 Most recent Vinyl ChlorideExaggeration _ � --�r-�- - <br /> (micrograms per liter) 5 x Vertical s 9_A ,.: ;ad. p _ ._;- <br /> SW Well Graded Sand """'""""'°'°" m„�m.�..,m,� <br /> GW=Well Graded Gravel ❑ # e' - "" Figure <br /> Sand or Gravel Well and well screen ��a�-d.��m, Geosyntec t <br /> Grab-groundwater sample I-D <br /> consultants <br /> A 14 <br /> Boring logs were completed using different drilling and soil sampling methods by different parties over many decades _ ”` q WR2501 B June 2022 <br />