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Feet 5E North South <br /> MSL E <br /> GGW-24 W-008 W-029 W-010 W-009 <br /> W-201 W-202 W-204 <br /> W-205W-044 W-031 GGW-22 <br /> -5 <br /> H CL <br /> C O L <br /> C <br /> -10 C <br /> <0.18 <0.1 <br /> -15 L CL <0.18 <0.22 <br /> 0.18 <br /> C C <br /> <0.18 <br /> -20 C <0.18 <br /> P <br /> <0.1 CL <br /> -25 <br /> -30 CL 0.9 S <br /> -35SP 8.9 a❑ <br /> S P L -' <br /> • [30 to 45] <br /> C,ND N-1 NO <br /> SC <0.18 az RMW-Ds <br /> -40 to 26] <br /> SP ND ND <br /> 0.32 r W-too <br /> -45 C 2.9 [10 to 15] D D <br /> W-434 H ND ND <br /> [18.5 to 23.51 W-046 <br /> NC,ND [34,3 to 43.81 <br /> ND ND� 1 S-13 <br /> -50 <br /> WA44 W.205 <br /> --- k•.,[26.8 to 28.8] [25 to 35] <br /> P CL t 'dE'S F'E%C: h <br /> �".W-031 <br /> -55 iv`203 [.10iois] <br /> [18to25]. •�—ND_N0. <br /> NC,ND <br /> I � <br /> -60 <0.44 <br /> 3.7 <br /> IAS-14 I NT <br /> r <br /> -65 + [ to.1 W 57 <br /> =0 <br /> NDN 'Y[5i010] <br /> 7 WF NCr ND <br /> ,R29 <br /> NW-08 <br /> [16.0 to 18.51 <br /> I <br /> C 19.61 JC:ND <br /> -70 - <br /> -- <br /> C <br /> V Depth to Groundwater 3Q2021 dzo 14] <br /> NI-010 V= ND <br /> Most Recent Cis-1,2-Dichloroethene [39 to 491 P 726 ND ND �NC <br /> [I NT [4 to 141 P- . <br /> -75 CL (micrograms per liter) _ <br /> SID <br /> Most Recent Vinyl Chloride 1 7 �� <br /> <0.44 <0.18 (micrograms per liter) ' <br /> -80 3.3 <br /> Well and well screen <br /> _85 � CH = Fat Clay Horizontal Scale <br /> Grab-groundwater sample CL= Lean Clay 100 200 feet Schematic Cross Section Central Landfill <br /> OL=Organic Clay <br /> Clay SC =Clayey Sand 10 x Vertical Exaggeration Rough and Ready Island <br /> SM =Silty Sand <br /> Clayey Sand and Silty Sand SP= Poorly Graded Sand Geosyntec" Figure <br /> SW=Well Graded Sand <br /> 0 consultants <br /> Sand Boring logs were completed using different drilling and soil sampling methods by different 18 <br /> parties over many decades WR2501 B June 2022 <br />