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<br />. <br /> <br />~ <br />c'; <br />.::-:. <br />.~ <br /> <br />. <br /> <br />. <br /> <br />C. Structures <br /> <br />Structures to be constructed a.long the canal would include 4 irrigation <br />crossings, l~ parshall flume turnouts, and 17 cross-drainage culverts, <br /> <br />D. Safety Features <br /> <br />Stock fencing would be placed along both sides of the 7,7 miles of the <br />canal. The stock fence would be constructed of woven wire topped with barbed <br />wire. <br /> <br />E. Cross-drainag~ facil~~ies <br /> <br />Culverts will replaced in k"in-d to convey. ~he storm- flows under the <br />canal. Some improvement to ~he existing, drainages may be required in some <br />areas to prevent flood damage to adjacent property, <br /> <br />Culverts would be constructed where there are existing drainages below <br />the canal. As previously, further flood"control improvements would be the <br />responsibility of the UVWUA, <br /> <br />25 <br />