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10 Oct-04 <br /> I1 <br /> Bt <br /> Northwest <br /> Southeast C <br /> S-1 S-4 i <br /> prajectedA NE ected8 NE �? <br /> 30 SB-22 <br /> SB-8 SB-2&SB-3 SB-10 S-4-S3projected s <br /> projected 3 SW Projected 3 SW Projected 17 NE projected 7 NE projected 1 NE projected d <br /> 0 N <br /> O <br /> 20 <br /> 10 <br /> <o s <br /> 10 <br /> 20 <br /> MSL <0 5 C::- <br /> -10 30 <br /> <05 <br /> <0 0050 40 <br /> <0 6 <0 0050 <br /> -20 <0 0050 <br /> <0 0050 7.3 w., <br /> O C7 <br /> -30 SZ <br /> <0 5 430 Q <0 0050 --00060 120 <0 0060 SZ 1.1 SZ <br /> 50 0 <br /> <0 0050 <0 0050 <0 5 <br /> 60 � <br /> pd <D s <0 0050 w Q <br /> -40 <0 005 D <0 0050 <0 0050 <br /> � � <br /> • C a0 5 70 m <br /> o -50 5 <br /> It <os �s 80 <br /> <0 5 r <br /> -60 <0$ p, V <br /> <a 5 No 90 d <br /> -70 <br /> s� <br /> d <br /> s 100 <br /> -80 <br /> 110 <br /> -90 EXPLANATION <br /> =Coarse grained soil <br /> Sample location 120 <br /> sand and gravel <br /> -1oa o <br /> =Fine grained soil t7 <br /> silt and clay <00050 1,2-DCA concentration in 130 <br /> soil in ppm Results above the Cn <br /> Stiff fine grained soil reporting limit are in bold 0 <br /> Soil type does not correlate 140 V <br /> to a USCS soil type 7.3 1,2-DCA concentration in groundwater <br /> Well/Baring ID in ppb(30-Dec 03) <br /> rto]echon 150 C <br /> r�.� <br /> V r i0 <br /> Well/Borm <'t rep <br /> Not detected at reporting limit x o 0 <br /> g E ,0 <br /> NA Not available L. LL U <br /> Well screen interval FIGURE <br /> Vergcal and Nonzantal Scale(ft) <br /> � Groundwater level(05-May-04) CD <br /> w <br /> 0 10 20 40 Bottom of boring 1=2 a <br /> 0 <br /> ,,. M v Cn <br />