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CHOW ENGINEERING, INC. Rev. 6, 8-8-14 conditions encountered in the field and analytical results. Work tasks are described below. 2.1 Field Activities All work will be accomplished in a controlled, safe and professional manner in accordance with the project specifications and work scope and accepted industry practices. One monitoring well will be drilled to an estimated depth of 60 - 70' bgs. A two-inch diameter Schedule 40 polyvinyl chloride (PVC) plastic, with sufficient screen (0.010- inch slot) to span the groundwater-bearing zone will be installed in the boring. A filter pack (sand) will be installed from the total depth of the boring to 2-ft above the top of the well screen. Approx. 2.5 feet of hydrated bentonite pellets will be installed above the filter pack. The well will then be grouted using a concrete slurry to local grade level. Following the grouting of the well a metal Christie box, will be installed at the well head. A lockable water tight cap will be secured to the top of the 2" PVC well casing. The minimum of 72 hours will elapse between MW installation and MW development. An oil/water interface probe will be used to determine the depth to water and the depth to the bottom of the well casing. Monitoring wells will be developed using a rod and surge block assembly. A minimum of 24 hours will elapse between MW development and sample collection. If possible, five (5) casing volumes of groundwater will be extracted (purged) from the MW prior to the collection of groundwater samples for analysis to maximize the possibility of collecting a water sample representative of the formation water. Groundwater samples will be collected using a Watera positive displacement pump attached to new, dedicated 1/2" high density polyethylene tubing inserted into the well casing for purging and sample collection. Each sample will be labeled and placed in a cooled ice chest for transportation to a state certified laboratory for analysis of TPHd, TPHmo, and ORP. The soil cuttings and equipment decontamination liquids generated during the drilling of the borings will be properly contained pending disposal of these materials by the client. 3.0 Responsibilities It is the responsibility of Reuben Chow, CE's Principal, to implement this Site Health and Safety Plan. Regular observations of work operations and enforcement of the safety policy and procedures shall be conducted by Mr. Chow, who may act as the Site 2