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' eolo ccal? G g eclucccs!nc Page 3 Groundwater Monitonng Report Project No 770 2 June 15, 2004 the site The deep well gradient directions for the same events are illustrated in Figures 213, 3B and 4B,respectively The historical water table gradients are illustrated in Figure 5A & 5B Groundwater Gradient Rose Diagrams for Water Table and Deep Wells, respectively The site's shallow ' aquifer displays highly variable shifts in groundwater direction It is noted that groundwater direction has been predominantly to the southeast since additional wells were installed in May 2002 The deeper aquifer flow had been consistently to the east for the previous seven sounding events But on April 28 and May 23, 2003, the gradient reversed ISO'from an easterly direction to a westerly direction The direction reversed again to the east for the remainder of the sounding 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-105) and the mid- point between the groundwater elevation and the bottom seal in the shallow well (MW- 5) ® 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 tFigures 2A & 2B show the location of the well clusters, MW-51105 and MW-6/106, used for calculating vertical groundwater gradient in this report Table I includes Summary of ' Water Level and Gradients Water Table Wells, Table 2 includes Summary of Water Level and Gradients Deep Wells, Table 3 shows the calculated vertical gradients, and Table 6 contains the well construction details The information used in the calculations is shown ' below ' Vertical gradient calculation formulas are as follows • Vertical correction for gradient [(gw gradient slope) x (distance) = verticaI correction) • Vertical head [(head of deep well) - (head of shallow + correction) = vertical head] I0 Vertical gradient [(vertical head) /vertical distance) = vertical gradient]