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Additional Vapor aflY.undwater Monitoring Well Work Plan <br /> Raymond Investment Corporation <br /> August 4,2009 <br /> Page 7 <br /> measurements will be marked on the well collar. Well survey data will be submitted in the required <br /> electronic deliverable format to the State Water Resources Control Board UST site database <br /> (GeoTracker). <br /> 4.4 GROUNDWATER MONITORING WELL DEVELOPMENT,AND SAMPLING <br /> At least 48 hours following construction, the monitoring well will be developed by surging and bailing <br /> the groundwater in the well until the discharge water is relatively free of sediment (clear to the unaided <br /> eye). The monitoring well will be purged until the temperature, electrical conductivity, and pH of the <br /> water have stabilized. All well-development equipment will be cleaned prior to use by washing in a <br /> solution of laboratory-grade, non-phosphate detergent and deionized water, and by double rinsing with <br /> deionized water. The purge water discharged from the well during development will be containerized in <br /> 55-gallon drums, sealed, labeled, and left on Site to await disposal pending results of laboratory analyses. <br /> A groundwater sample will be collected at least 48 hours following development of each monitoring <br /> well. Prior to sample collection, the static water level in the well will be measured to the nearest 0.01- <br /> foot with a battery-operated, water level meter. A disposable bailer will be lowered into the well to check <br /> for floating product, petroleum odor, and/or sheen. If floating product is encountered, the thickness of the <br /> product will be measured,but no laboratory sample will be collected. The monitoring well will be purged <br /> using a clean, disposable bailer until the temperature, electrical conductivity, and pH of the water have <br /> stabilized. At least three casing volumes of water will be purged from the monitoring well. The water <br /> purged from the well will be containerized in 55-gallon drums and left on Site pending analytical results <br /> of the groundwater samples. The groundwater samples will be collected with a clean, disposable bailer <br /> and transferred to laboratory-supplied containers. Each container will be labeled for sample identification <br /> and placed in a cooler chilled with ice. Upon completion of the fieldwork, the groundwater samples will <br /> be delivered under chain-of-custody procedures to a California-certified laboratory for analyses. <br /> 4.5 SOIL VAPOR SAMPLING PROCEDURES <br /> Soil vapor sampling will be conducted in general accordance with the Department of Toxic Substances <br /> Control (DTSC) Guidance for the Evaluation and Mitigation of Subsurface Vapor Intrusion to Indoor <br /> Air dated February 7, 2005. Purging of the tubing will be conducted a minimum of 48 hours following <br /> installation of the probe to allow time for subsurface conditions to equilibrate. ' <br /> A soil vapor sample will be collected from the boring in a 6,000 milliliter (ml) Summa canister. The <br /> Summa canister will be individual) certified b the laboratory to be clean for the target compounds <br /> Y Y rY g p <br /> (100% canister cleaning certification). The Summa canister will be checked for vacuum seal integrity by <br /> connecting a gauge to the canister and confirming that vacuum pressure is greater than 25 inches of <br /> _p mercury. Three to five tubing volumes will be purged from the tubing. The purge volume for '/4-inch <br /> V� tubing is 4 cubic centimeters (cc) per foot o toing. Th length of the vapor probe tubing will be <br /> approximately 7.5 feet. Each purge volume will therefore be approximately 30 cc. A laboratory-supplied <br /> manifold will be used for connections during sampling, if available. A Summa canister will be used for <br /> purging if a manifold is used, or a syringe will be used if direct connections are made. Compression <br /> fittings will be used for all connections. r <br /> After the tubing has been purged, a Summa canister will be connected to the tubing and a soil vapor <br /> sample will be extracted from the boring. A flow controller will be used, in conjunction with an <br /> integrated filter and pressure gauge, for the collection of the sample to limit the flow to approximately <br /> 167 ml/minute. During sample collection, a leak-detection compound (1,1-difluoroethane)will be applied <br /> N4�.� <br /> ilk CONDOR <br />