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Northeas_ t W-104 W 079 P-173 W 020 W-004 W-108 Southwest <br /> W-112 � <br /> B 5 W M S W-331 -334 <br /> S <br /> W-109 GGW-10 S <br /> T r <br /> Feet a M <br /> MSL L c o <br /> C L <br /> -5 <0.18 <br /> H <br /> 0.1 2.3 M <br /> -10 2.1 <br /> ML S <br /> SP M <br /> M <br /> -15 <br /> <0.18 <br /> M H <br /> CL <0.18 3.7 CF L <br /> -20 4.7 <0.1 <br /> CL <0.22 <br /> O <br /> -25 UL C <br /> -30 <br /> S <br /> -35 CL C <br /> M <br /> -40 0.94 <br /> 2.8 <br /> O SP <br /> -45 o.s$ <0.18 <br /> -50 <br /> 0.18 <br /> — R <br /> -55 S <br /> t W <br /> y - — W-07 ND <br /> -VO Building 214 _ -- - _ _ - --- <br /> lJ :-1t P-173 I12 to 17 <br /> 04 <br /> [3.4 to 13.4] 0 to <br /> 15 <br /> - :_ ' _ W-020 NT D <br /> — [70 to 15] <br /> GC C __-2� - (Pill)I W-078 <br /> -65 -_ - f __ — - W-333 P 117 <br /> 178jj [12 to 17] <br /> 111 [40 to 50]7 '[40.5 fo 45.5] -y, 2 0017] <br /> PMW-02 W-0Ua <br /> W-332 [49 tol9 D D <br /> [40 to 50] [10 to 20] ✓✓✓ <br /> -70C•- T i (PD%D Jy W-081 <br /> S 7� t 53 / -"[12 to 17] <br /> 7 [7.5 10.5] Do <br /> D NT <br /> Depth to Groundwater 3Q2021 i� [ <br /> -75 W-108 <br /> <0.18 [19 to 24] <br /> <0.18 Most Recent Cis-1,2-Dichloroethene i <br /> (micrograms per liter) <0.18 i D(PDlD) <br /> � w-2 n <br /> -80 <0.18 Most Recent Vinyl Chloride �� W-331 39112 <br /> to 49 [agto 55] <br /> (micrograms per liter) C [7as to 9 jSAT)(sMT) D w-2-5 <br /> 1a <br /> _ [22.5 to 27.5] <br /> Well and Well Screen DD <br /> 9 <br /> -85 CH = Fat Clay 19 to 24] w-107 <br /> CL= Lean Clay �� 11 �[19to <br /> Grab-groundwater Sample ND ND <br /> OL=Organic Clay , Schematic Cross Section Site 4 <br /> ML=Silt Horizontal Scale ' <br /> -90 ❑ Clay SC=Clayey Sand 50 100 feet Roucih and Ready Island <br /> Silt SM =Silty Sand ' W=11 20 to 25] <br /> -215 <br /> ❑ SP= Poorly Graded Sand B [34.5to49.5] DD GeoSyntec� Figure <br /> -95 Silty Sand or Clayey Sand SW-Well Graded Sand 5x Vertical Exaggeration <br /> consultants <br /> Sand or Gravel Boring logs were completed using different drilling and soil sampling methods by different -34 15 <br /> -1 Q El over many decades [40 to 50] W-110 WR2501 B June 2022 <br />