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1,eofogicaI Techxirs lae Page 2 <br /> Groundwater Monitoring Report <br /> Project No 723 2 <br /> March 15,2002 <br /> 1.0 GROUNDWATER MONITORING <br /> ' 1.1 Hydrogeology of Site <br /> ' A site-specific groundwater gradient and bearing were calculated from computer software <br /> generated contours The gradient was 0 0056 ft/ft flowing N87°E The average elevation of <br /> groundwater under the site was 22 09 feet below mean sea level Depths to water in the <br /> ' shallow wells ranged from 31 45 --32 34 feet bgs <br /> f <br /> Figure 2 is a groundwater gradient map for the December 11, 2001, event Figure 3, <br /> ' Groundwater Gradient Rose Diagram, includes historical groundwater directions and <br /> gradients <br /> Table 1 in Appendix A contains the groundwater elevations and gradients for the site <br /> Vertical Groundwater Gradients <br /> Under vertical groundwater flow conditions, the water level in a monitoring well is a <br /> function of the length of the well screen and its depth or vertical position in the aquifer As <br /> with horizontal flow conditions, the diameter of the well or piezometer is imiriaterial A <br /> vertical gradient was calculated for well pair MW-3/MW-201 These wells are located <br /> approximately 5 feet apart <br /> The following procedure is used to calculate vertical groundwater gradient <br /> • Determine vertical distance between the two measuring devices by the distance from the <br /> ' mid-point between the top and bottom seal of the deep well (MW-201) and the mid- <br /> point between the groundwater elevation and the bottom seal in the shallow well (MW- <br /> 3) <br /> • Measure the head in both wells used in the calculations <br /> • If the lateral distance between the well pair is greater than a few feet, then calculations <br /> ' must be made to correct the down-gradient piezometric head to account for the sloping <br /> water table between the wells The calculation considers the slope of the water table and <br /> the distance in a down-gradient direction between the two wells used in the calculations <br /> Figure 2 shows the location of the well pairs used for calculating vertical groundwater <br /> gradient in this report MW-3/MW-201 Table 1 shows a Summary of Water Level and <br /> ' Gradients Slope and Bearing and Table 3 shows the calculated vertical gradients The <br /> information used in the calculations is shown below <br /> 1 <br /> 1 <br />