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l T <br /> , L <br /> LYmlted Hydrogeolci4c Assessmerd Workplan <br /> 1399 E Yosemite Avenue Manteca California <br /> Drilling and sod sampling equipment will be either steam cleaned or washed prior to first <br /> use, and between borings, to reduce the possibility of cross-contamination Rinsewater <br /> will be stored temporarily on site in U S Department of Transportation (DOT)-approved <br /> 55-gallon drums, pending laboratory analysis of the boring samples Following receipt <br /> of the laboratory results, the rinsewater will be transported from the site to an appropriate <br /> disposal facility <br /> The selected sod samples will be analyzed for concentrations of a) total petroleum <br /> hydrocarbons (TPH), as gasoline, by GC/FID Method 5030, TPH, as diesel, by GC/FID <br /> Method 3550, and c), benzene, toluene, ethylbenzene, and total xylenes (BTEX) by EPA <br /> Method 8020 In addition, the soil sample from each boring with the highest TPH <br /> concentration will be analyzed for total lead by EPA Method 7421 In each boring, a <br /> maximum of two samples, one from above and one from below the air-water interface, <br /> will be collected for possible analysis of petrophysical properties, including air or water <br /> permeability, porosity, and grain-size distribution <br /> All drill cuttings will be stored temporarily on site, on and under plastic sheeting, pending <br /> laboratory analysis of either the boring samples or additional samples collected from the <br /> stockpile that may be required in order to determine proper disposal Following receipt <br /> of the laboratory results, the drill cuttings will be transported, by a licensed hauler, from <br /> the site to an appropriate disposal facility <br /> Groundwater Monitoring Well Installation Sampling, and Surveying , <br /> Four-inch-diameter groundwater monitoring wells MW-3A and MW-6 will be installed in <br /> each of the locations indicated on Figure 2 A diagram of typical groundwater monitoring <br /> well construction details is included as Figure 3 At a minimum, each of the wells will be <br /> constructed according to the standards found in the California Code of Regulations, <br /> Title 23, Sections 2647 and 2648, and California Department of Water Resources Bulletins <br /> 74-81 and 74-90 <br /> Water sampling equipment will be either steam cleaned or washed prior to first use <br /> Separate sampling equipment will be dedicated to each well to reduce the possibility of <br /> cross-contamination The wells will be completed as indicated on Figure 3, with <br /> perforated casing extending, where possible, from 5 feet above the highest anticipated <br /> level of groundwater to 10 feet into the zone of first water Each of the wells will be <br /> capped with a locking wellhead cap and secured by a water-tight, traffic-rated wellhead <br /> vault The top-of-casing elevation above mean sea level of each well will be surveyed, <br /> using an established bench mark, by a licensed surveyor Depth-to-water measurements <br /> in each well will be adjusted to this new datum <br /> 10 <br /> 90-098A WPP 5 <br />