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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 /> L <br /> H C CL O L CL <br /> -10 C <br /> -15 CL <0.22 <br /> 0.18 C <br /> C <� W <br /> -20 C <0.18 <br /> P <br /> <0.1 CL <br /> -25 <br /> -30 CL 0.9 S <br /> -35 SP 8.9 L PDW-192 <br /> S P [30 to 45] <br /> C,ND FJ=l NO <br /> S 82 —RMW-06 <br /> -40 SP <br /> NE:ND <br /> 0.32 'W=zoa <br /> -45 C 2.9 [10 to 15] C:D <br /> W-034 y ND ND <br /> [19.5 to 23.51 W-046 <br /> NC ND [34;3to43.8] <br /> -50 ND ND1 1 S-13 <br /> WA44 W-205 <br /> [26.8 to 28.8]— [25 to+351 <br /> P CL , �E S :FCrr. i, <br /> �,w-031 <br /> -55 W-203 [,10 to 15] i <br /> [18to 25]fi NC,ND <br /> NC,ND <br /> r I <br /> -60 <0.44 45to1'4:5} <br /> 3.7 <br /> IAS-14 N_,NT <br /> W=057 <br /> -65 <br /> ND N [5 io 10] <br /> NCi ND <br /> W,429 Id1N-08- I IAS <br /> C 19.6] [�6.OtoC:ND <br /> -70 C r <br /> V Depth to Groundwater 3Q2021 -io9 <br /> � � 4 to]4] <br /> W-010 J= NO <br /> Most Recent Cis-1,2-Dichloroethene [39 to 49] P-126 ND ND N <br /> -75 CL (micrograms per liter) D NT-\. [4 to 14] <br /> S <0 18 Most Recent Vinyl Chloride <br /> <0.44 (micrograms per liter) <br /> -80 L_j3.3 <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 /> El 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 Geosyntect 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 />