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<br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />HYDROLOGY <br /> <br />II-12 <br /> <br />TABLE II-7 <br />ESTIMATES OF FUTURE LOW-FLOW DROUGHT CONDITIONS <br />IN THE SOUTH PLATTE RIVER BETWEEN <br />CHATFIELD RESERVOIR AND UPSTREAM OF DENVER <br />METRO SEWAGE TREATMENT PLANT <br /> <br />Location on River <br />Immediately below Chatfield Dam <br />Below effluent outfall from Mission <br />Viejo STP (assuming ultimate projected <br />flow of 3 cfs) <br />@ Union Avenue <br />@ Oxford Avenue <br />@ Bates Avenue below effluent outfall from <br />Englewood STP (assuming ultimate projected <br />effluent flow of 47 cfs) <br />@ Florida Avenue <br />@ Third Avenue <br />@ Speer Boulevard <br />@ Confluence Park above Cherry Creek and below <br />diversion for Farmers and Gardeners Ditch <br />@ 19th Street <br /> <br />* Probable Dry Year <br />Low Flow in South Platte River <br /> <br />1 cfs <br /> <br />4 cfs <br />8 cfs <br />9 cfs <br /> <br />58 cfs <br />61 cfs <br />64 cfs <br />66 cfs <br />52 cfs <br />61 cfs <br /> <br />* Represents winter discharge. May-September drought year flows are <br />expected to increase from those of present regime conditions. <br /> <br />This estimate of low flow is for purposes 01 general <br />potential river conditions for recreation and wildlife. <br />planning of municipal water supplies, water rights, or boat <br /> <br />evaluation 01 <br />It is not for <br />chutes. <br />