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<br />Although the model using the different reaction rates does in- <br />dicate a higher waste load allocation than the original model for <br /> <br />Monte Vista and Alamosa, it does not change the recommendations or <br /> <br />the waste load allocation presented in Table VII-F. The waste load <br /> <br /> <br />allocations in Table VII-F are calculated assuming a five day bio- <br /> <br /> <br />chemical oxygen demand of 20 mgll which is the maximum allowed by <br /> <br /> <br />the 1978 Waste Water Discharge Standards. However the Alamosa <br /> <br />treatment facility cannot discharge to the river during low flow <br /> <br />periOds as described in Section E. <br /> <br />r", ,., rj.r <br />. (~/4~) <br /> <br />-- ---_"'.0".""",-.]-;,,--, <br /> <br />VII -24 <br /> <br />~ <br /> <br />~ <br />~ <br />~ <br />, <br />.', <br />~ <br /> <br />~~ <br />/! <br />