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in a rigid cooler filled with ice and chilled to approximately 4° Celsius for transport to the analytical <br /> laboratory. <br /> Soil borings were backfilled with a mixture of cement and hydrated bentonite chips and capped with <br /> asphalt,concrete,gravel,or soil to match the existing grade. <br /> 4.0 LABORATORY TESTING <br /> A chain-of-custody was completed for the soil and groundwater samples collected during field activities, <br /> which were subsequently delivered under chain-of-custody to Curtis & Tompkins, Ltd. of Berkeley, <br /> California. Curtis & Tompkins, Ltd. is certified by the State of California to perform analysis of soil and <br /> groundwater samples for the presence of TPH-DRO, VOCs, OCPs, and RCRA-8 Metals. Collected soil <br /> samples were analyzed for the presence of VOCs using EPA Method 8260B, TPH-DRO using EPA <br /> Method 8015B,OCPs using EPA Method 8081A, and RCRA 8 Metals utilizing EPA Method 6010B and <br /> 7470A/7471A. A copy of the laboratory report and chain-of-custody are attached as Appendix A. <br /> Relevant data from the laboratory testing of samples collected during this investigation are summarized in <br /> Table 1. <br /> 5.0 SUMMARY OF RELEVANT FINDINGS <br /> The following findings are based upon field observations and measurements, review of analytical data, <br /> comparison of analytical results with applicable regulatory levels, and comparative evaluation of <br /> contaminant concentrations with known environmental conditions of the surrounding area. <br /> 5.1 Field Investigation Findings <br /> The following findings are based upon field observations and measurements: <br /> • Soils encountered at the subject property consisted predominantly of silty sand to roughly 10 to 14 <br /> feet bgs then grading to a fine-grained sand and clay mixture. <br /> • No visible staining and/or olfactory indications of impacted soils were noted during drilling activities <br /> in any of the borings advanced at the subject property. <br /> • Groundwater was encountered in seven of the ten borings advanced at the subject property between <br /> 16.5 and 20 feet bgs. No sheen or odor was noted in groundwater samples collected from the site. <br /> 5.2 Laboratory Results <br /> Analytical results for soil and groundwater samples collected from this investigation are summarized in <br /> Table 1. <br /> Reported concentrations reviewed from the laboratory report were compared to the US Environmental <br /> Protection Agency, Regional Screening Levels (RSLs) as well as the California Regional Water Quality <br /> Control Board, San Francisco Bay Region in Screening for Environmental Concerns at Sites with <br /> Contaminated Soil and Groundwater; Volume 1: Summary Tier 1 Lookup Tables, December 2013, Table <br /> B, shallow soil(! 3MBGS), Table D, Deep Soil(>3MBGS)— Water is not a Current or Potential Source <br /> of Drinking Water ("Environmental Screening Levels" [ESLs]for Industrial Soils). The ESLs were used <br /> as a comparative general reference. <br /> Zions First National Bank <br /> Limited Subsurface Investigation 9 f�UC�la <br /> Valentine Properties—Manteca, California % I _ <br />