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i <br /> was stored in 55-gallon drums in the garage located at 100 N. Hunter Street. Purge water from MW-2 and <br /> MW-2A will be disposed of at a licensed treatment facility. <br /> The groundwater samples were analyzed by EPA Method 8020 for BTEX and by EPA Method 8015M for <br /> TPH-G.Groundwater sample analyses were performed by Sequoia Analytical Laboratory in Walnut Creek, <br /> California. <br /> 3.0 MONITORING RESULTS SUMMARy <br /> 3.1 GROUNDWATER PHYSICAL CHARACTERISTICS AND POTENTIOMETRIC <br /> SURFACE ELEVATIONS " <br /> Table 3-1 presents a summary of groundwater parameters, depths and elevations. Since groundwater <br /> elevations were last taken on May 15, 2001,groundwater elevations have increased by an average of 0.3 8 <br /> feet. <br /> Table 3-I <br /> Groundwater Field Parameters <br /> Top of Depth <br /> 4; Conduc- Casing to October 11, 2001 <br /> Temp, tivity 1 Elevation. Water Water Elevation <br /> Well (°C) PH MHOS) ft MSL (ft) (ft MSL <br /> MW-2 23.33 7.0 NM NM 27.10 NM <br /> MW-2A 24.26 6.97 NM 11.91 27.26 -15.35 <br /> MW-3A NM NM NM 11.23 26.64 -15.41 <br /> MW-4 NM NM NM 13.46 28.35 -14.89 <br /> MW-5 NM NM NM 12.83 26.15 -13.32 <br /> MW-'6 NM NM NM 13.17 26.99 -13.82 <br /> MW-7 NM NM NM 13.14 28.85 -15.71 <br /> MW-8 NM NM NM 13.76 29.20 -15.44 i <br /> MW-9 25.13 7.06 81 12.26 27.65 -15.39 <br /> Note: NM=Not Measured <br /> UPR0JECrMSANJ0QMSA11 Q01 RPT.W PD 3 <br />