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1 <br /> . Working to Restore Nature <br /> Ir <br /> Water Sampling With a H dro unch <br /> A CME 55 or similar drill rig equipped with 8-inch-outside-diameter by 4-1/4-inch-inside- <br /> diameter hollow-stem augers was used to drill borings to approximately 3 feet into first <br /> encountered groundwater. After the auger was terminated in groundwater, a Hydropunch <br /> sampling device was driven into groundwater and the auger was pulled up to the top of <br /> groundwater. Groundwater samples were then collected from the Hydropunch sampling <br /> device The water samples were handled and transported to a State-certified laboratory <br /> am ling of Drill Cuttings <br /> Soil samples were collected from the stockpiled drill cuttings by driving a hand-operated <br /> percussion sampler fitted with a clean brass sleeve into the stockpiled soil The sleeve was <br /> removed from the sampler and promptly sealed with aluminum foil, plastic caps, and Teflon <br /> tape. The sample was then labeled and placed in iced storage Chain of Custody Records <br /> were initiated by the geologist and accompanied the samples to the analytical laboratory <br /> Disposal of the drill cuttings at an appropriate disposal facility is the responsibility of the <br /> client <br /> Vapor Extraction Well Construction <br /> Vapor extraction wells were constructed using clean 4-inch-inner-diameter, thread-pointed, <br /> Schedule 40 polyvinyl chloride (PVC) casing The screened portion of the vapor extraction <br /> well consists of 5- and 10-foot sections of factory-perforated casing with 0 1-inch slots <br /> Unperforated casing was set from the top of the screen to several inches below surface <br /> grade <br /> The annular space of each well was packed with pea gravel from the bottom of the screen <br /> portion to approximately 1 foot above the top of the screen A plug of hydrated bentonite <br /> pellets (approximately 2 feet thick) was placed above the sand to prevent cement from <br /> entering the sand pack The remaining annulus was backfilled to the ground surface with <br /> a mixture of water, cement, and bentonite The construction details of the individual wells <br /> are shown on the Logs of Borings <br /> The wellheads are secured in cast-aluminum utility boxes with PVC aprons The boxes have <br /> watertight seals and are set in concrete approximately flush with the surrounding ground <br /> surface to reduce surface-water infiltration A special wrench is required to open the box <br /> This design discourages vandalism and reduces the possibility of accidental disturbance to <br /> the well Each wellhead is also fitted with a locking well cap to further protect against <br /> unauthorized disturbance of the well, until the well is plumbed to a remediation system <br />• 1215bnn/123020 01 <br />