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<br />, <br /> <br />. <br /> <br />~ <br />en <br />~ <br />00 <br /> <br />. <br /> <br />. <br /> <br />nine laterals total 11 miles in length and would have capacities ranging from <br />15 to 5 cubic feet/second, The locations of the laterals are shown on Drawing <br />No, 1244-417-1415, <br /> <br />F. Structures <br /> <br />Each lateral would originate from a gated turnout at the bank of the <br />canal which will have 'a, parshall ,flume and a stilling pool, except for Cedar <br />Creek lateral which originates at'the bank ,of Cedar Creek and the AMH <br />sublateral which originates at'the bank'of Cedar Creek, Each turnout would <br />include a concrete transition at the .outlet.of the turnout pipe. From the <br />turnout each lateral would be'a'piped gravity system, Each turnout from the <br />lateral will be a parshall flume turnout. 'Both'sublateral turnouts and farm <br />turnout's would include .concrete transitions .at the outlet of the turnout <br />pipes, <br /> <br />G. Cross-Draina~e Facilities <br /> <br />Cross-drainage interceptor ditches would not be required on any project <br />laterals. The old lateral alignments will remain open as appropriate to act <br />as interceptor ditches. <br /> <br />39 <br />