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<br />I <br />I <br /> <br />FIGIJRE5 <br /> <br />hridg~. vhich lies east of the road intersection, will inundate County Line <br />Road and Kenosh... Road in this area. The priOlllry flow path is in a nonhwes~ <br />terly direction toward the main Coal Creek channel. The Kenoshs Road bridge <br />conveys apptoximately 3000 cts and 9240 cIs flows over the toads. <br /> <br /> R69* R68W <br /> , <br /> T <br />, 2 <br />, N <br />I T <br />, , <br />I N <br />I PLATE 4 <br />I STUOY REACH <br />, <br />, SCALE IU'~OO' <br />! <br /> PLATf , N <br /> " <br /> <br /> <br />DownsttealllfromKenoshaRoad, the flood is divided again by County Line <br />Road (Plate-I). Water on the east side of the toad will spill aCrOss County <br />Line Road until the water surface elevations are neatly equal. This occurs <br />in the vLcinity of Cross Section 6. Water on the east side of the toad does <br />not return to the Coal Creek channel within the study reach. It will flow <br />across Mineral Road near the Burlington Northern railroad crossing. <br /> <br />A detailed field survey was conducted by Weld County for the Yestview <br />Estates Sub-division to 3ssist in the doter~i~3tio~ of flood layouts for <br />each house. The results of this survey is shown on Plate-4 snd Table-S <br />(pageS1J. <br /> <br /> <br />PLATEZ <br /> <br />.-. <br /> <br />PLATE! <br /> <br />" <br /> <br />,"PllIlTUDl <br />LIMIT <br /> <br />-45- <br /> <br />WATER RESOURCES CONSULTANTS, INC. <br /> <br />lND[XMAP <br />foc <br />FLOODED AREA PLATES <br /> <br />- 46 - <br />