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Feet F North <br /> nnsL 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 L <br /> T <br /> <0.22 H7.4 H <br /> V CL <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[0 30] J 14,S ID 14.SL <br /> 1'-131 1r ND/fJ � <br /> 141a 141.J_ W 164 �IA509' _ <br /> [54e D— <br /> 1c ND' <br /> " <br /> ' •r YY-0 eA <br /> U <br /> -55 D� _„4.0 to 23.31 <br /> 0.54 C <br /> f' <br /> P.138 <br /> <0.22 S <br /> � NT \`RUW,d 3r l4 tv,d[ <br /> 'A NA <br /> 59 L <br /> -60 At 6y <br /> [34 io 3111' W 166 W z25 <br /> ':.ANT I25fo 30] 'NT 101. IAS <br /> W 227 M <br /> W 355 [,B W 27, <br /> NI: [Sro101 .+D <br /> -65 L P � HO w-z29 <br /> C � IA9-U 3.9d [3510 60] <br /> H <br /> IT,I <br /> r W 040. <br /> NW-1f"I, Y W-,6] y15.5 to 10.51 <br /> -70 <br /> S•N t [33[038] NLi NO <br /> R7 la 25� ,W-23U r154 to 1 <br /> II I:{PD'Uf' L:-0 rrrrrr !!!!lIVVVVVV [S Io 10] l,/ NU <br /> SZ Depth to Groundwater 3Q2021 f " ;';p w3 141 w r'-� <br /> P-140 1, 1, - f�D P-,41 N: <br /> CL 13.91a 13.91 N[_Ni W-0 <br /> Most Recent Cis-1,2-Dichloroethene NI [d.dru,dd,I Plam <br /> -75 <0,18 N NB\. 95 to 203T[7 <br /> (micrograms per liter) ", �I N <br /> 24UCL Vinyl <br /> Nl ISIPDI N W 072 <br /> 21 <0.18 Most Recent Vin I Chloride W254 aMw-,a n wem9251 1 9 ,em <br /> + NDD <br /> Y [Id ro,6] 516E 79 2pto 7�l W0f3 <br /> (micrograms per liter) ri.,5$ ;De1 [vase LPD.➢p [35 to <br /> I a to I [M is <br /> N'�N �' � I.a [w 10 971 <br /> ML Grab-groundwater sample W-257 51: N° <br /> �nnmv5l /� —i <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 150 El 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 1 9 <br /> -100 parties over many decades Hsc WR2501 B June 202211 <br />