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1 <br /> Laboratory Analysis <br /> ' We submitted the groundwater samples from wells MW-1, MW-3 and GWX-1 to Moore Twining <br /> Laboratories, Inc. (MTL), a California Department of Public Health-certified (CDPH) analytical <br /> ' laboratory located in Fresno, California, for the analysis of TPHg following the United States <br /> Environmental Protection Agency (EPA) Test Method 8015B. MTL also analyzed each sample for <br /> BTEX, FOCs, 1,2-DCA, naphthalene and ethanol following EPA Test Method 8260B. We also <br /> submitted groundwater samples from wells MW-1, MW-3 and GWX-1 to California Laboratory <br /> ' Services (CLS), a CDPH-certified analytical laboratory located in Rancho Cordova, California, for the <br /> analysis of CrVI following EPA Test Method 7199. <br /> ' Groundwater Analytical Results <br /> The laboratory reports and chain-of-custody documentation are in Appendix B.TPHg and BTEX were each <br /> ' reported for the samples collected from wells MW-1, MW-3 and GWX-1, with TPHg concentrations of <br /> 7,300, 1,200 and 210 µg/l, respectively. Benzene was reported at 500, 9.3 and 36 pg/I, respectively for the <br /> three samples, and the reported toluene, ethylbenzene and total xylenes concentrations ranged from 2.2 µg/1 <br /> ' ethylbenzene (MW-3) to 403 pg/I total xylenes (MW-1). Naphthalene was reported at 56 and 3.0 µg/I <br /> respectively, for samples MW-1 and MW-3. MTBE, ethanol, TAME, ETBE, DIPE, TBA and 1,2-DCA <br /> were not reported at concentrations equal to or greater than their respective laboratory reporting limits(RLs) <br /> ' for each of the samples analyzed. CrVI was reported at 10.0 µg/1 for the sample collected from well <br /> GWX-l.The site-related groundwater data are summarized in Tables 1,2 and 3. <br /> The field quality assurance/quality control (QA/QC) implemented for the October 2011 rebound <br /> i ' monitoring included the collection of one duplicate groundwater sample and the submittal of a trip <br /> blank. The duplicate sample was collected from MW-1 and labeled as MW-14, a non-existent <br /> monitoring well. When comparing the results of primary sample MW-3 with its respective duplicate <br /> sample (see Appendix B for MW-14 results), CrVI, FOCs, 1,2-DCA and ethanol were not reported at <br /> concentrations equal to or greater than their respective RLs, and TPHg, BTEX and naphthalene were <br /> each reported at similar concentrations [relative percent difference (RPD) < 25%] for both samples, <br /> ' thus showing good repeatability for each of these analyses. None of the tested analytes were reported <br /> equal to or greater than their respective laboratory RLs for the trip blank. <br /> ' We also reviewed the QA/QC data provided with MTL's and CLS' analytical laboratory reports. <br /> These data show acceptable surrogate recoveries and non-detect results for each of the method blanks <br /> and acceptable recoveries and RPDs for each of the matrix spikes (MS), matrix spike duplicates <br /> (MSDs) and laboratory control samples (LCS) except for the CrVI analyses MSD that had a recovery <br /> greater than the upper limit of 125%. However, CLS states that the laboratory was in control because <br /> the LCS was within acceptance limits. Based on the elevated MSD recovery,the CrVI result for sample <br /> GWX-1 must be considered an estimated value with the potential to be less than the reported value. <br /> ' Based on the field and laboratory QA/QC data, no additional qualification of the October 2011 data <br /> presented herein is necessary, and the data are of sufficient quality for the purposes of this report. <br /> ' FOURTH QUARTER — 2011 — NOVEMBER REBOUND MONITORING <br /> Groundwater Level Measurements <br /> tOn November 29, 2011, we measured the depth to groundwater in wells MW-1, MW-3 and GWX-1 <br /> using an electronic water level indicator. Groundwater was encountered at 26.76, 25.41 and 26.64 feet <br /> ' below TOC in the three wells, respectively. A summary of the TOC elevations, depth to groundwater <br /> measurements and groundwater elevations is presented in Table 1. <br /> Project No.59183-06-03 -4- January 30,2012 <br />