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QUARTERLY MONITORING REPORT PAGE PAGE <br /> 5 of 58 <br /> QUARTER DATE <br /> First Quarter 2006 26-Jun-2006 <br /> several thousand feet of terrestrial and marine sedimentary rocks The northern San <br /> Joaquin Valley has been a lowland area subject to marine intrusion, flooding and incremental <br /> sedimentation for millions of years The uppermost 1000 feet of sedimentary strata consist <br /> of Holocene, Pleistocene and Pliocene sediments, including the Laguna Formation,the <br /> Mehrten Formation and the Valley Spring Formation The sediments are interbedded mixed- <br /> fluvial and deltaic sediments, dominated by medium-grained sand and silts Generally, thin <br /> beds of unconsolidated clayey sift, silty clay and sandy clay are abundant in this upper zone, <br /> which are laterally discontinuous over distances of several tens of feet <br /> 4 0 Hydrogeology <br /> 41 Description <br /> 41 1 Depth to water during this quarter's sampling event vaned from 29 88 feet below ground <br /> surface (bgs)in well MW-4 to 31 21 feet bgs in well MW-2 The elevation of groundwater in <br /> MW-1, MW-2, MW-3, and MW-4 was calculated by El to be at 17 45, 17 79, 17 65, and <br /> 17 53 feet below mean sea level (MSL) respectively, based upon casing elevation data from <br /> Kier&Wright Civil Engineers and Surveyors All groundwater elevation data including the <br /> historical data is summarized in Table 1 <br /> 5 0 Results <br /> 51 Groundwater Level Measurements <br /> 51 1 Figure 5 shows groundwater elevations at various dates The groundwater elevations have <br /> increased approximately four feet since last quarter and decreased over six feet since the <br /> corresponding season in 2000 The elevations fluctuate over very significant ranges(up to 5 <br /> feet in 9 months),which will affect contamination levels,flow direction, gradient, etc <br /> 51 2 The elevations in wells MW-1, MW-3 and MW-4 move in tandem,with MW-2 generally <br /> following the same trend, but, moving higher or lower somewhat randomly This is due to the <br /> difficulty of measuring groundwater elevations in MW-2 because of free product in this well <br /> 5 1 3 This quarter's measurements of groundwater elevations were contoured and indicate a <br /> delineated line between MW-1 and MW-4 The area above the delineation line defined <br /> directional flow in a northerly orientation while the area below the delineation line defined <br /> directional flow in a southeasterly orientation The hydraulic gradient averages 0 0038 feet <br /> per foot across the well field (above the delineation line)and 0 0042 feet per foot across the <br /> well field (below the delineation line) A groundwater elevation summary and directional flow <br /> map for the first quarter groundwater measurements are shown on Figures 4 and 5 <br /> 5 1 4 The groundwater elevation data collected during this event is typical of the site, and is <br /> consistent with historical data and seasonal trends <br /> 52 Groundwater Sample Analysis <br /> 5 2 1 This section presents the results of the most recent groundwater sampling event, and <br /> synthesizes these data with other data previously collected Table 2 summarizes the <br /> groundwater monitoring well analytical results from the most recent groundwater monitoring <br /> event Certified analytical laboratory reports and chain-of-custody documentation are <br /> included as Appendix C <br /> 522 TPH-diesel appeared in MW-1 at a concentration of 4100 ppb, consistent from last quarter <br /> All other constituents were below the reporting limits <br /> 523 MW-2 found continued contamination from DIPE, BTEX,TPH-diesel, and TPH-motor oils <br /> TBA, MTBE, EDB, DCA12, ETBE,TAME, and TPH-gasoline were below the reporting limits <br /> CONFIDENTIAL <br />