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<br />I <br />I <br />. TABLE IV <br />I PROPOSED DITCH DATA FOR YUMA, COLORADO <br />I Carrying Depth of Feet/ <br />Ditch Ditch Ditch Capacity Flow in Second <br />Description S lo!'e% Dimensions (Feet) C. F. S. Feet Velocity <br />I 2nd street <br /> ditch to in- 9 I bottom with <br />I dustria1 pond .05% 2: 1 side slopes 50 2. 3 1.5 <br />I Industrial pond <br />to north side of 20' bottom <br />railroad .04% 2:1 side slopes 150 3.2 1.8 <br />I railroad to 20' bottom <br /> golf course .04% 2:1 side slopes 200 3. 8 1.9 <br />I <br />railroad ditch <br />I to industrial 9 r bottom <br />culvert . 050/< 2:1 side slopes 50 2.3 l.5 <br />I 8th Ave. ditch 4' bottom <br />E. of Detroit .024% 2: I side slopes 15 1.9 . 9 <br />I Tract II pond 2' bottom <br />ditch .04% 2:1 side slopes 6.4 l.5 .89 <br />I Airport ditch 3' bottom <br /> North .05% 2:1 side slopes 18 l.4 2. 5 <br />I Airport ditch <br /> South(Hwy 59 3 I bottom <br />I to County Rd) .15% 2:1 side slope 24 l.8 2 <br />I Along County <br />Road <br />I <br />I N= .03 <br />I <br />I 42 <br />I <br />