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A9111, 0 C: .IATES. INC , <br /> Equal Elevation of Groundwater in:the Flood Control+& Water Vonservadon District Fall 197 <br /> G otindwater;Ro&t was inconclusive for the location. Proposed.well locations are shown.on <br /> Figure 2. <br /> andwate r'MMonitoring Wells Construction Details. <br /> The two soil borings will,be completed as groundwater monitoring wells,.: The mronitoft wells <br /> will lie const +of 2-inch inside diameter schedule 40 PVC well screen and caging. A.0.020- <br /> inch well screen"and#V12:mesh s W pack will be used. Neat cement will.be used to sed-the <br /> wells in accordance with California Well Standards(December 1981). To protect the integrity:of <br /> the <br /> wdls,loch wafter-tight,welt plugs will be installed on each well and a water-tight.wellhead; <br /> labeled *monitoring wall" will be concreted over each well. Proposed well construction details. <br /> are shown on Figure 3. !*.top of casing of the existing and new wellheads will be wed to <br /> assess groundwater gradient and flow direction. All drill cuttings will be stared:on site in 55 <br /> gallon drums pending laboratory results. <br /> SaMgj&AnAh2k <br /> Selected nail samples will he immediately planed on ice and delivered under chain-of-amodyy <br /> documentation to a State- tified laboratory for analysis. Samples will be analyzed for total <br /> petroleum hydrocarbons as gasoline (TPHg, EPA Method 8015), benzene„ toluene,ethylbenzene, <br /> and xylenes(BTEX EPA Method-8020), and oxygenate fuel additives(EPA Method 8260). <br /> WeR Deve122ment and fiMg2df►at nnl ng <br /> Measurement of depth to water in all wells will be completed to evaluate the direction and <br /> magnitude of the groundwater gradient beneath the site. The new wells will be developed using <br /> surge and bail techniques until the produced waiter is relatively sediment free. Prior to the <br /> collection of groundwater samples, a minimum of three well volumes(casing and sand pack-)will <br /> be purged. Temperature, pH, and electric conductivity will be measured and allowed to stabilize. <br /> Water samples will be collected using disposable bailers, one dedicated to each well. <br /> Groundwater ;samples collected from all monitoring wells will be submitted usmg chaiin-of- <br /> caastody record to,State-c�kified laboratory. Groundwater samples., three total, will be analyzed: <br /> for TPHg,:BTEX, and oxygenate fuel additives. Purge water will be stared `in 5 -gallon drums: <br /> approved for hazardous liquid storage pending laboratory analysis: <br /> llleg%g; ` rMrst on <br /> Upon completion of'th+e well installation and development activities,.a.summiq ieport will he <br /> prepared for submittal to PHS/EW.. The report will include a description of`a.l field activities, <br /> laboratory auialytical tilts,and well/boring logs. <br />