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_.., <br />./ <br /> PROPOSED GRANGES 10 <br />j South Branch Rel ocation <br />--'t The relocated South Branch channel, from the entry point. on the Weng <br />.) <br /> farm west boundary to the Goss No. 1 Ditch headgate, will be open channel, <br />~ <br />j except fo r concrete slope protection at channel inlets. The slope of this <br />section of the relocated South Branch channel will. be 0.45 percen'. and the <br />.._.,1 <br />~ design capacity, exclusive of (0.8 feet) freeboard, will. be 113 seecond feet.. <br />--~ From the relocated headgate of Goss No. 1 Ditch to the South Branch exit <br />--J <br /> point on the Weng farm's south boundary, a distance of only 55 feet, the <br />--^t <br />~ average slope will be 0. 45 percent and the design capacity will, be 173 second <br />_-J <br /> feet. (This slope does not include a one-fooC concrete drop at Structure <br />----^^~~ <br />i <br />--, No. 1 to dissipate exces s hydraulic head.) <br />-'~ In a previous section of this report. is was mentioned that th•= present <br />--J <br /> carrying capacity of the South Bra nch channel through the Weng farci is esti- <br /> mated to be about. 1.40 second feet. This estimate is based upon field surveys <br /> which resulted in the profiles and cross-sections shown on Exhibit. 7. It was <br />~'1 <br />- j also indicated previously in this report that the total amounts decreed to <br />South Branch ditches is about 123 second feet and that. if the maximum daily <br />diversions reported for each ditch were totaled, without regard to time of <br />-^a <br />~ occurrence, the combined maximum diversion would be about 78 second feet. <br />- Y <br />Thus the design capacity of 173 second feet for the relocated South Branch <br />-_f channel provides a very substantial margin of safety for South Bran~:h water <br />rights. <br />-.1 <br />South Branch discharges,.up to a maximum of. 67. second feet, carp be wasted <br />~~ back to St. Vrain Creek through facilities (Exhibit 51 that WPC prozoses to <br />- construct at its own expense. This proposed South Branch wasteway will. be <br />.~ <br />,; of considerabie operational value t.o owners of the Goss No. 2 Ditch and to <br />--~ owners of the Clough and True Ditch. It will also benefit. other downstream <br />~ ditches on the South Branch b <br />y providing improved operational. control during <br />periods of excess water in the South Branch. <br />