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a <br /> to <br /> Product thiciCaloON La calculntuti by autitIfI tadd. ittrionir�pwator <br /> product from the depth to water. <br /> alavationa or* ncljuNtOd for tion prrarsc ncrs of fecal with the <br /> following colculatian: <br /> (Product Thicknoun) ( .0)•(W3tcar t;lavntiOn) <br /> Corrected Water t:luvation <br /> Note: Thai factor of 0.8 accounts for the density difference <br /> between water and petroleum hydrocarbonas. <br /> Newly inntalled w0110 will be allowed <br /> raductaiili ctionzc r. 24 <br /> hours after develoPmOnt prior to frees p <br /> An acrylic Surface Sampler mill be used for visual <br /> inspactian of the groundwater in order to note shaona <br /> (difficult to detect with the Interface Probe), adorn, <br /> Incrobial Inchon and centimeters forlor is action anda visual inspection of,product <br /> thickn©ca. <br /> To reduce this potential for erodes cont-urination between <br /> wells, the aaonitoringa will take places in ardor from the <br /> ,cast to most contaminated, if known. Wolla containing free <br /> proitorin w the equipmantill be tored last. Between ui11 be decontaminated each wall <br /> mon <br /> Water level data collected from the ualfor will be projectsed site- <br /> Groundwater <br /> dovolap a groundwater contour wisp r project <br /> to <br /> Groundtentta,lov will linns drawn on estimated <br /> map to � perpendicular <br /> equips <br /> 10.0 Well Development Protocol <br /> lu will be surged and davelaped <br /> Groundwater =onitoring wel <br /> prior to catting the surface Goal. Approximately a nimif <br /> ll wit <br /> the volumes of water volumes will Abein the casinicalculatod in the <br /> possible. Casing <br /> .following manner: <br /> Volume of 5chn_dule 40 PVC Pipe <br /> Diameter I.D. volume <br /> (inches) Cinches) Gal/linear-ft <br /> -------------------------------------- --- <br /> 2 2.067 0.17 <br /> -- -- -- --- -- - -4.Qy6 - -- --- 0.66 <br />