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<br />I <br /> <br />I <br /> <br />zero flow periods were eliminated (Holden 1999). Implementation of the SJRRJP flow recommendations <br />are intended to restore flows in the river to pre-Navajo Dam characteristics. The average annual flow of <br />the San Juan River as measured at Shiprock, NM is about 1.5 million AF per annum. <br /> <br />Shumway Arroyo discharges into the San Juan River No water from SJGS is discharged into Shumway <br />Arr(\V{) Thp IInnpr ponn O{)Wl>: in fp,nnm:p. tn nrf"C'.inifMinn f::lllincr in its. w;::!ff'.r,hf':n Thf" InWf"f end is a <br />'" _. - u_ --r,., - - __ - __ - - n_ - - -,- -. _.. '-' <br />perennial stream fed by irrigation return flow as well as precipitation. <br /> <br />I <br /> <br />I <br /> <br />6.2.1 San Juan River Water and Sediment Quality <br /> <br />I <br /> <br />The only impact on water quality from SJGS is the depletion of the San Juan River. No water is <br />discharged from SJGS into the San Juan River. <br /> <br />I' <br /> <br />6.2.1.1 Effect of Diversion on San Juan River Water Selenium Concentrations <br /> <br />I <br /> <br />Concern was raised by representatives of the Navajo Nation and Southern Ute Indian Tribe that <br />consumption of San Juan Riverwater by the SJGS contributes to the problem of high selenium <br />concentrations in the river by withdrawing water that would otherwise be available for dilution of the <br />element. In order to address this concern, calculations were made using several pumping volume <br />scenarios in order to determine if it was likely that the amount of water diverted by SJGS had an <br />appreciable impact on selenium concentrations downstream of the SJGS weir. The calculations relied on <br />a number of assumptions as well as empirical data taken from Blanchard el af. (1993). The assumptions <br />and calculations are provided in Appendix B of this document. The result of the calculations <br />demonstrates that, given the assumptions involved, the amount of water diverted by SJGS has no <br />significant effect on downstream selenium concentrations. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Data on dissolved selenium concentrations in the San Juan River acquired since the collection of data <br />used in the Blanchard report are included in the Final Supplemental Environmental Impact Statement <br />(FSElS) for the Animas-La Plata Project (USBR 2000). FSEIS Technical Appendix 3, Water Quality <br />Analysis, tabulates historic water quality measurements in the San Juan River (Table 3-7, p. 3-14). <br /> <br />I <br /> <br />The average selenium concentration in 277 samples taken from the San Juan River at Shiprock is 1.0 <br />(~g/I as dissolved Se). The study in Appendix B of this document is based on three samples taken at the <br />Shiprock station, which are not substantially different from the data contained in the FSEIS. The data in <br />Table 3.7 of the FSEIS indicate that the long-temllevels of dissolved selenium at Shiprock are similar to <br />the selenium levels collected for the Blanchard report, which would confirm the validity of the data used <br />in the Blanchard report and support the conclusions in the study in Appendix B of this document. <br /> <br />I, <br /> <br />I <br /> <br />6.2.1.2 History of Past Discharges <br /> <br />I <br /> <br />Until May 1983, SJGS discharged wastewaters to the Shumway Arroyo via an outfall permitted by the <br />EPA under the National Pollutant Discharge Elimination System (NPDES). The wastewaters contained a <br />variety of wastes from the plant pollution control and process operations. The wastewaters discharged to <br />the Shumway Arroyo ultimately flowed into the San Juan River, approximately 3 miles south of the <br />SJGS. <br /> <br />I <br /> <br />I <br /> <br />l <br /> <br />17 <br /> <br />00l;idS <br />