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sa - z •w E-a? .as a_ ;.'n� �r ' "srt .o�.xsc £ � n <br /> a g- R ' <br /> wt �` <br /> subtracting the depth to <br /> is calculated bywater, In addition, water <br /> Product thickness to <br /> product f rom the depth the presence of fuel with the <br /> elevations are adjusted for <br /> following calculation: <br /> (Product Thickness) ( .$)+(Water Elevation) <br /> F Corrected Water Elevation <br /> Note: The factor of 0'$ <br /> accounts for the density difference <br /> between water and petroleum hydrocarbons. <br /> ilize <br /> installed wells will be allowed roductabnspectionr 24 <br /> Newly riot to <br /> hours after development p be used for visual <br /> An acrylic surface Sampler will <br /> roundwat ,r in order to note odors, <br /> inspection of the 9 the Interface <br /> (difficult to Probe) , <br /> sediments. The sampler is calibrated <br /> detect with of product <br /> microbial action and inspection isual insp <br /> in inches and centimeters for v <br /> thickness. between <br /> To reduce the potential for crosslacenin contamination <br /> from the <br /> s will take P Wells containing free <br /> wells, the monitoring if known. each well <br /> least to most cants monitored last- <br /> product <br /> product w ll be the equipment monitoring ui ment will be decontaminate . <br /> be used to <br /> Water level for the project site. <br /> data collectnonfrom the tour map wells will <br /> develop a groundwater .to be perpendicular to <br /> Groundwater flial es d=awn estimated <br /> on themap- <br /> equipote <br /> 10.0 Well Development Protocol Will <br /> be surged and developed <br /> r Approximately 10 times <br /> Groundwater tOig the surface seal. w P 1 be withdrawn if <br /> prior to settingin the calculated in the <br /> the volume of water volumes wall sing <br /> possible. Casing <br /> following manner: <br /> Volume of Schedule 40 PVC Pipe <br /> I.D. Volume <br /> Diameter (inches) Gal/linear ft_ <br /> -(inches)------------------------------- <br /> 2 <br /> 2.067 0.17 <br /> 4 <br /> 4.026 0.66 <br /> S <br />