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' §evfo ualTechnus Inc Page 2 g Groundwater Monitoring Report Project No 724 2 August 20, 2001 ' 1 0 GROUNDWATER MONITORING ' Ll Hydrogeology of Site A site-specific groundwater gradient and bearing were calculated from the depth to water measurements in wells MW-1, MW-2 and MW-3, as with past events The gradient was flowing S83°E at 0 0012 ft/ft, which is consistent with historical data The average ' elevation of groundwater under the site was —17 09 feet (below) mean sea level (msl) The water level has risen significantly at the site since October of 1992 when groundwater was —39 feet msl Figure 2 is a groundwater gradient map for the June 21, 2001 monitoring event Historical groundwater gradient data are illustrated in Figure 3, Groundwater Gradient Rose Diagram Table 1 in Appendix A contains the shallow groundwater elevations and gradients for all pp events since the start of this project in October 1992 Table 2, Appendix A contains the historical intermediate/deep groundwater elevations Groundwater flowed to the east at a gradient of 0 0033 ft/ft These wells are not screened across similar elevations so a deeper gradient was not calculated for the remaining events Vertical Groundwater Gradients ' Under vertical groundwater flow conditions, the water level in a monitoring well is a function of the length of the well screen and its depth or vertical position in the aquifer As with horizontal flow conditions, the diameter of the well or piezometer is immaterial ' The following procedure is used to calculate vertical groundwater gradient • Determine vertical distance between the two measuring devices by the distance from the ' mid-point between the top and bottom seal of the deep well (MW-104, MW-106, MW- 107) and the mid-point between the groundwater elevation and the bottom seal in the ' shallow well (MW-4, MW-6, MW-7) • Measure the head in both wells used in the calculations • If the lateral distance between the well pair is greater than a few feet, then calculations must be made to correct the down-gradient piezometric head to account for the sloping water table between the wells The calculation considers the slope of the water table and the distance in a down-gradient direction between the two wells used in the calculations ' Figure 2 shows the location of the well pairs used for calculating vertical groundwater gradient in this report MW-4/MW-104, MW-6/MW-106, and MW-7/MW-107 Tables 1 & 2 show a Summary of Water Level and Gradients Slope and Bearing and Table 3 shows the calculated vertical gradients The information used in the calculations is shown below