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<br /> <br />'~:/'~-::: <br /> <br />~": ';:;1 <br /> <br />'-'-, <br />~s~' <br /> <br />.-t.~'.i-! <br />~~ <br />~ <br />I <br />~; <br />~ <br />~ <br />f} <br />~~, <br />i' <br />ti <br />~ <br />~ <br />~ <br />~ <br />~ <br />I <br />1 <br />I <br /> <br />VII-13 <br /> <br />D. Results of Water Quality Model <br /> <br />Figure VII-L shows the present fall low flow condition. Fig- <br /> <br /> <br />ure VII-M shows the anticipated low flow condition if lagoon treat- <br /> <br />ment is continued and if the present efficiency of the facilities <br /> <br />are not improved. Figure VII-N shows the anticipated 1990 fall low <br /> <br /> <br />flow condition if the 1978 Standards for the Discharge of Wastes <br /> <br /> <br />are met with no more than 150 g.P.c.d. effluent flow from Del Norte <br /> <br /> <br />and Monte Vista treatment facilities. Figure VII-O shows the antic- <br /> <br /> <br />ipated 1990 fall low flow conditions if the proposed waste load <br /> <br />allocations are met. <br /> <br />The current Colorado Standards for the Discharge of Wastes are <br />included in Appendix D. <br /> <br />E. Waste Load Allocations <br /> <br />Waste load allocations are controlled by the most stringent of <br /> <br />two standards: (1) July 1, 1978 Colorado Standards for the Discharge <br /> <br /> <br />of Wastes; or (2) Stream and River Water Quality Standards for Colo- <br /> <br />rado. <br /> <br />The waste loads in this section refer to the ultimate oxygen <br /> <br /> <br />demand (UOD), five day biochemical oxygen demand (BODs)' ammonia and <br /> <br /> <br />Suspended solids. The UOD is the total of the carbonaceous oxygen <br /> <br />r"'"": n .~. -~ <br />,,' '., <.; v 's <br /> <br />i <br />f <br /> <br />- -\ "--: ~',~~ ";':\s:;~"S:~~i2~-'-,:-"--' <br />