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<br />r . <br /> <br />~.~ ~, <br /> <br />VII-16 <br /> <br />. <br /> <br />As shown in the graph, the waste load allocation for Alamosa <br /> <br />will be less than 160 lbslday depending on the allocation for <br /> <br />at the seven day, ten year low flow of five cubic feet per second <br /> <br />Monte Vista. This waste load allocation for Alamosa is very low <br /> <br /> <br />and would require a very high level of treatment. <br /> <br />In order to present a waste load allocation which is practi- <br />cal, the allocation has been determined by assuming a minimum <br />river low flow at Alamosa of 20 c.f.s. It is assumed that during <br /> <br />river flows of less than 20 c.f.s., the effluent from the Alamosa <br /> <br />lagoons will be stored or used for irrigation. If the effluent <br />from the Alamosa la900ns is not diverted from the river during low <br /> <br />flows, low waste load allocations for Alamosa and Monte Vista will <br /> <br />have to be determined based on the relationship shown in Figure <br /> <br />VII-D. <br /> <br />The maximum allowable discharges of UOD, BODs' ammonia (NH3) <br /> <br /> <br />and Suspended solids (S.S.) from each major treatment facility ore <br /> <br /> <br />shown in Table VII-F. <br /> <br />, <br />- <br />! <br /> <br />~ <br /> <br />~ <br /> <br />~<' <br /> <br />\ <br />~. <br />~ <br /> <br />.. . <br /> <br />r,..Q.";7 <br />L~.,U_ <br />