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Geo(oguafTecfrntcs Znc Page 2 <br />' Groundwater Monitoring Report <br /> Project No 724 2 <br /> May 14, 2002 <br />' 1.4 GROUNDWATER MONITORING <br />' 1.1 Hydrogeology of Site <br /> Site-specific groundwater gradients and bearings for water table and intermediate wells <br />' weie calculated utilizing computer generated contours <br /> On March 12, 2002, the gradient in water table wells MW-4, MW-5, MW-6 and MW-7 was <br /> flowing S72°E at 0 0034 ft/ft, which is the southern most direction noted during the course <br /> of the investigation The average elevation of groundwater under the site was —18 67 feet <br /> (below) msl The water level has risen significantly at the site since October of 1992 when <br /> groundwater was —39 feet msl Figure 2 illustrates the water table groundwater gradient <br /> map for the March 12, 2002, monitoring event <br />' Figure 3 is an intermediate well groundwater gradient map for the March 2002 event In the <br /> intermediate wells (water above the screened interval of the well) MW-1 through MW-3, <br />' MW-106 and MW-107, groundwater flowed S55°E at a gradient of 0 0042 ft/ft Deep well <br /> MW-104 is not screened across similar elevations so a deeper gradient was not calculated <br /> for the event <br /> Table t in Appendix A contains the shallow groundwater elevations and gradients for all <br /> events since the start of this project in October 1992 Table 2 in Appendix A contains the <br />' historical interiediate/deep groundwater elevations <br /> Historical gi oundwater gradient data are illustrated in Figure 4, Groundwater Gradient Rose <br /> Diagram <br /> Vertical Groundwater Gradients <br /> IUnder 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 diametei of the well or piezometer is immaterial <br />' tcalculate th vertical groundwater gradient <br /> The following procedure is used o e g <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-104, MW-106, MW- <br /> 107) and the mid-point between the groundwater elevation and the bottom seal in the <br /> 1shallow well (MW-4, MW-6, MW-7) <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 />