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i• _ <br />Blue Mountain Energy, Inc. W WTP Water Quality Assessment CO-0038024 <br />Agency (EPA) DFLOW softwaze. The output from DFLOW provides calculated acute and chronic <br />low flows for each month. <br />Flow data from January 1, 1989 through September 30, 1999 were available from the gage station. <br />The gage station and time frames were deemed the most accurate and representative ofcurrent flows <br />and were therefore used in this analysis. <br />• During the months of March and October, the acute low flow calculated by DFLOW exceeded the <br />chronic low flow. Tn accordance with WQCD standard procedures, the acute low flow was thus se[ <br />equal to the chronic low flow for these months. <br />IV. Technical Analysis <br />In-stream backgound data and low flows evaluated in sections II and III aze ultimately used to <br />determine the assimilative capacity of the unnamed tributaries to Red Wash and Scullion Gulch, and <br />the White River neaz the Blue Mountain Energy, Inc. WWTP for pollutants of concern. For all <br />parameters except ammonia, it is the WQCD's approach to conduct a technical analysis of stream <br />assimilation capacity using the lowest of the monthly low flows (referred to as the annual low flow) <br />as calculated in the tow flow analysis. For ammonia, it is the standazd procedure of the WQCD to <br />detemrine assimilative capacities for each month using the monthly low flows calculated in the low <br />flow analysis, as the regulations allow the use of seasonal flows when establishing assimilative <br />capacities. <br />The WQCD's standard analysis consists of steady-state, mass-balance calculations for most <br />pollutants and modeling for pollutants such as ammonia. The mass-balance equation is used by the <br />WQCD to calculate the maximum allowable concentration ofpollu[ants in the effluent, and accounts <br />for the upstream concentration of a pollutant at the existing quality, critical low flow (minimal <br />dilution), effluent flow and the water quality standard. The mass-balance equation is expressed as: <br />M~Q~-M~Q~ <br />Mz= <br />Qz <br />. Appendix A Page 9 of 15 <br />Based on the low flow analysis described previously, the upstream low flows available [o the Blue <br />Mountain Energy, Inc. W WTP in the White River were calculated and are presented in Table A-7. <br />