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... .WVCa�se�' -- &•:.,.. tY=spa�._. _'. ..::k�Y. ..� . .. ,. <br /> 44. <br /> ulated by subtracting "he depth to <br /> Product thickness is calc <br /> to water. in addition, water <br /> product from the depth <br /> elevations are adjusted for the presence of fuel with the <br /> following calculation: <br /> (product Thickness) ( .8)+(Water Elevation) <br /> . corrected Water Elevation <br /> The factor of 0.8 accounts for the density difference <br /> Note: troleum hydrocarbons. <br /> between water and pe <br /> ilize <br /> Mowry installed mentlls will priorb to freeeproductto aibnspectioon 24 <br /> hours after development <br /> evelo P <br /> mpler i <br /> An acrylic Surface groundwatezin order to note sheens <br /> inspection of <br /> (difficult to detect with the Interface Probe) , odors, <br /> microbial actio n nmesersm fans visual inspection of he sampler is calibrated <br /> in inches and <br /> thickness. <br /> To reduce the potential for cros lacer in contamination <br /> f�'om between <br /> will take P free <br /> wells, the monitorings <br /> contaminated, if known. Wells containin <br /> least to most g <br /> monitored last. Between each well <br /> product will be <br /> monitoring the equipment will be decontaminated- <br /> monitoring <br /> econtaminated. <br /> ra ect site- <br /> from the wells will be use o <br /> Water Level data collected groundwater contour map €or th <br /> develop a estimatedbe e Fendicular to <br /> equipotential ow <br /> llines drawn on the map. <br /> to be perp <br /> 10,0 Well Development Protocol <br /> 1 <br /> Groundwater monitoring wells will be surged matelY developed0 times <br /> prior to setting the surface seal. Approximately <br /> if <br /> of water in the casing will <br /> the volume be <br /> the volume will be calculated in the <br /> possible. Casing v <br /> following manner: <br /> Volume of schedule .40 PVC Pipe <br /> I.D. Volume <br /> Diameter <br /> (inches) (inches) Gal/linear ft- <br /> ---- <br /> 2 <br /> 2.067 0.17 <br /> 4.026 0.66 <br />