Laserfiche WebLink
(c) Within ten working days afrer the Court approves the Joint Amendment, which includes <br />this revised Appendix A, SGC will calculate and report to WQCD an analysis of the data <br />in the following form: <br />• For each month, SGC will calculate the predicted dissolved Zinc concentration, <br />based on the flow at A-72 and the position on the hydrograph <br />• The standardized residual will be calculated using equation (3) above. <br />• The standardized residua] will be plotted against the sampling period (which <br />begins with the number I as the First sampling event of the project period) on a <br />graph which has the standardized residual at the ordinate and the satnpling period <br />number as the abscissa. An example of such a graph is shown above as Figure A- <br />3. <br />• SGC will compute a 12-month moving average of the standardized residuals, as <br />follows. Beginning with the twelfrh (120') month of the project period, SGC will <br />compute the mean of the residuals for the 12-month period. For each subsequent <br />month, the oldest residual will be dropped and the newest index number added to <br />the set of 12 from which the mean residual is being computed. <br />• The moving average standardized residual value will also be plotted over time in <br />a similaz fashion to Figure A-3. <br />A-4. Method of Evaluating Water Quality with Respect to Reference Conditions for <br />termination of the Agreement <br />The following describes the method of predicting the water quality at A-72 for the post project <br />condition (once the A-List projects are complete; the American Tumiel portal, the Mogul Mine <br />and the Koehler mine have been plugged; and diversion and treatment of Cement Creek have <br />ceased). <br />(a) Calculation of the );xpected Water Quality at 0001 <br />Station CCOl is the sampling location on Cement Creek directly above the diversion into <br />the American Tunnel water treatment plant. Water Quality at 0001 reflects the impacts <br />of discharges from the Mogul Mine and other mining features as well as the contribution <br />from the rest of the Upper Cement Creek Basin. In order to predict the zinc contribution <br />of the Upper Cement Creek Basin in the post project condition, regression analysis was <br />performed on the zinc and flow data at CCOl for the period before increased flows at the <br />Mogul and Gold King Mines (August 1996 through July 1999). <br />The following equation was developed to describe the relationship between dissolved <br />Zinc at CCO1 as a function of stream flow and whether or not the samples were taken on <br />the rising limb of the hydrograph. The "rise" teen is used for the months June, July and <br />August, since the elevation of CCO1 is 10,600 ft compared to 9,200 ft at A-72 and the <br />melt occurs later in the year. <br />In(Znccox) = 1.38 - 0.159 ln(flow) + 0.336 Rise (4) <br />Appendix A <br />232565 <br />