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Industrial Sewage <br /> WSW Percolation ENE <br /> Fields �5 �ZZ A <br /> 0 \ <br /> A h �1 �2,5�1 Approximate �9�� `�'��c��1 �5�', �L�:5�1 A' <br /> �� River m River Stage \g < ��fk h <br /> 0 <br /> 03'08 \ \ <br /> River River <br /> U <br /> N <br /> 50 I No Recovery 50 <br /> M 32D 29.5 <br /> Intermediate Aquifer M-31 C 41.08 <br /> 1 <br /> :::::::: <br /> Q' S <br /> ""' Lower M 33C 31.9 <br /> —M-35D 28.86 <br /> 6.1 M 30C1 40. o <br /> 00 <br /> 0 M-32D 29.61 <br /> B O: <br /> 10.6 <br /> A <br /> 46 2.2 <br /> -50 <br /> Base of Upper Aquuifer ——————— ——————— <br /> • A 340 C1369 C1 362 <br /> N 21.7 C a) <br /> LL LL <br /> 0 -100 7.5 •C2 -100 0 <br /> Cz <br /> cts all <br /> > > <br /> (D a) <br /> Lu Lu <br /> Base of Lower Aquifer �-- <br /> -150 T'� � `- C2 • -150 <br /> 6.8•D <br /> -200 D -200 <br /> • Non Detect <br /> Well-Graded Gravel Well screen <br /> -250 6.210<10 pg/L RUM Poorly Graded Gravel -250 <br /> 3rd quarter water levels <br /> �p Silty Gravel <br /> 25. 10-100 pg/L „ V Approximate location of <br /> Well Graded Sand potentiometric surface <br /> Mbased on water levels <br /> m EJ collected July 14,2008. <br /> w Poorly Graded Sand <br /> -300 TCE+cDCE+VC X249 100-1000 pg/L1-300Note:TH-10 is a multi-screened <br /> o (pg/L) Silty Sand conduit well. <br /> o <br /> HYDROSTRATIGRAPHY AND COC DISTRIBUTION <br /> Trichloroethene(TCE) Clayey Sand BENEATH THE STANISLAUS RIVER <br /> mLean Clay Site Conceptual Model <br /> S cis-1,2-Dichloroethene(cDCE) 0 500 feet Former Nestl6 Facility and Surrounding Area <br /> Fmsilt Ripon, California <br /> Vinyl chloride(VC) Fat Clay 10X Vertical ByDate:01/28/2009 Project No. 9837.005 <br /> Exaggeration <br /> Data collected between 7/16/08 and 7/18/08 FAMEC <br /> W and reported in ECM,2008b. Geomatrix Figure 35 <br /> 661 <br />