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Feet F North <br /> MSL 5 South F, <br /> W-226 W-206 <br /> GGW-15 W-063 W-011 P-141 <br /> GGW-20 W-037 W-048 GGW-16 W-225 W-227 W-229 W-036 W-047 W-062 W-064 W-012 W-070 W-069 W-068 W-175 W-222 <br /> 0 W-228 <br /> CL <br /> rkv S <br /> -5 RL <br /> T <br /> <0.22 H7.4 H <br /> V CL <br /> DF I <br /> -10 CL L <0.2 CL <br /> 1900 <br /> -15 M <br /> C 3( M M <br /> -20 56 M <br /> 0.64 <br /> -25 4'2 <0.18 <br /> S SP <0.1s <br /> C SP S <br /> -30 <br /> Sc <br /> CL <br /> -35 2soo <0.1 H— <br /> CL 1600 56 C 0.8 SM IV <br /> �r <br /> <0.2 <br /> -40 SCU13 L <br /> -45 <br /> C ML <br /> -50 M [20[v 3°1 J 14 S ID 14.5] <br /> 1'-131 1I NU <br /> l4la 141•J_ W 764 �IA5 09 <br /> N ' <br /> 15ir,D' .1 D— <br /> -55 w'049 <br /> 23.51 <br /> U <br /> C _ <br /> 0.54 <br /> <0.22 NT �RMW.l� S <br /> 6 .139 <br /> I r[Pd tv,dl <br /> 59 L N NA <br /> -60 w r°; <br /> 1�! <br /> 39] w 1W 225 <br /> ':.'NT 125fo 301 1NT101. IAS <br /> t D 7 W.227 M <br /> W�1355 i ,18 to 271 <br /> 101 D <br /> -65 L P NO [35 i 40] <br /> H � W-229 <br /> C � IAS-U 3.O4 v <br /> "I, SRNW-1 �Yt W.-,[N502 ] 15.5 to <br /> 1W6-.2551 <br /> Li NO <br /> WA [3] <br /> -70 R15y-2301. n] <br /> 6 <br /> x114 In 1 <br /> {PD'Df'.y1p WL:UA62 rrrrrr !!!!lIVVVVVVS Io 16) l,/ +NUw <br /> SZ Depth to Groundwater 3Q2021 f <br /> 4G P-14 <br /> 0 f�n P-141 r—11 a.s l0 7e-5] W <br /> CL Most Recent Cis-1,2-Dichloroethene 3.91a 13.91 n, [d.4 ru14.4]; W N1 P542R W <br /> -75 <0.18 1 l 'NT` -[15 tU 203T1e to <br /> (micrograms per liter) N L` �I NI. <br /> CL w-o72 <br /> 240 21 <0.18 Most Recent Vinyl Chloride y 1 0'251118,0 <br /> w.zs4 RMW.,B I:n i� ++ L w <br /> 110 ro 15] ii:D 51iC 79, 20 to 7�1 W of3 <br /> -8t� W-ND []]to]7] LI D <br /> [35 to <br /> (micrograms per liter) W.255 Dal w.ose 1D.D) D <br /> r waz3 <br /> II <br /> [30m 371 <br /> ML Grab-groundwater sample W-257 1 1 NDP[5 173 <br /> �nnmv5l /_ 01 <br /> PT= Peat <br /> -85 CH = Fat Clay Well and well screen Schematic Cross Section Southern Landfill <br /> CL= Lean Clay <br /> OH =Organic Clay Horizontal Scale <br /> _90 ML= Silt 150El Clay <br /> SC- Clayey Sand 300 feet SP Roughand Read Island <br /> SM =Silty Sand � silt <br /> 95 SP = Poorly Graded Sand 15 x Vertical Exaggeration ElSilty Sand or Clayey Sand Geosyntec�' Figure <br /> SW=Well Graded Sand consultants <br /> Boring logs were completed using different drilling and soil sampling methods by different ❑ Sand or Gravel 19 <br /> -100 parties over many decades SC WR2501 B June 2022 <br />