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I 3 <br /> a' 22 August 2000 <br /> AGE-NC Project No 95-0144 <br /> Page 5 of 8 <br /> TPH-d was detected in 15B-6-6 and 15B-6-10 at concentrations of 520 mg/kg and 220 mg/kg, <br /> respectively,but was non-detect in 15B-6-15 TPH-d was not detected in the 15-9 samples,although <br /> the detection,limit for TPH-d increased with increasing TPH-g concentrations <br /> ' Ethylbenzene was detected in soil sample 15B-6-10 at a concentration of 3,500 gg/kg Xylenes were <br /> detected in samples 15B-6-6, 15B-6-10, 15B-9-6 and 15B-9-15 at concentrations ranging from <br /> 9 5 ug/kg to 79,000 ug/kg <br /> ' Lead was detected in eleven of twelve' samples collected from all 4 soil probe borings at <br /> concentrations ranging from 3 5 ppm to 5 9 ppm Analytical results of soil samples are summarized <br /> ' on Table 4 The laboratory report (Curtis and Tompkins, Ltd Lab ID Nos 145486-001 through <br /> 145486-0,12) and chain-of-custody forms are included in Appendix C <br /> 3 2 ANALYTICAL RESULTS OF THE GRAB GROUND WATER SAMPLE <br /> ' A grab ground water sample was collected during the May 2000 soil probe boring event from boring <br /> 15B-8 TPH-d and TPH-mo were detected in the grab water sample at concentrations of <br /> 190 `micrograms per liter (µg/_l)-=a<480 [ig/l, respectively Sample 15B-8-GW contained <br /> ! . concentrations of lead„av 12,000 uj <br /> g/l l6 analytical results of the grab ground water sample are <br /> summarized on Table S�-The laboratory report(Curtis and Tompkins, Ltd Lab ID Nos 145486-013 , <br /> through 145486-015) and chain-of-custody forms are included in Appendix C <br /> { <br /> 33 RELATIVE GROUND WATER ELEVATION AND GRADIENT <br /> The elevation of ground water in each wellwas calculated by subtracting the depth to water from the <br /> ' surveyed casing elevation(Table 1) Between February 2000 and May 2000,ground water elevation <br /> increased 1 89 feet in MW-20B and 1 90 in 1\4W-19B Ground water elevation increased between <br /> 142 and 1 78 feet in the other monitoring wells The approximate hydraulic gradient for the May <br /> ' 2000 monitoring event was calculated to be 0 0028 ft/ft with a northerly flow direction <br /> Ground water elevation contours derived from data collected on 09 and 10 May 2000 are depicted <br /> in Figure 3 Ground water was between approximately 2 25 and 7 58 feet above the screened interval <br /> in monitoring wells MW-1, MW-2, MW-4, MW-5, MW-8, MW-11, MW-12, MW-13 and MW-18 <br /> Ground water was within the screened intervals of MW-19A, MW-20A and MW-21A <br /> " <br /> ' t Ground water elevations in nested wells MW-19, MW-20 and MW-2l were between 1 35 and 1 61 <br /> feet lower in deeper screened intervals beneath a potentially confining clay layer than in the <br /> " shallower screened intervals Data from the upper screened intervals, established in first-encountered <br /> ground water, was utilized for gradient determination <br /> Advanced GeoEnvironmental,Inc <br /> I » <br /> u <br />