Laserfiche WebLink
<br />. <br /> <br />Table &.1 <br />DISCHARGES COMPARISON WlTH AND WiTHOUT 100-YEAR DIVERSION <br />DISCHARGE IN CFS <br /> <br />LOCATION <br /> <br />MOUTH <br /> <br />UISAIRPAAK <br /> <br />U/SAlRPORT <br /> <br />DISVINE <br /> <br />VlNEROAO <br /> <br />LEMAY AVE <br /> <br />lAKE CANAl <br /> <br />DISCOLLEGE <br /> <br />UfSCOLLEGE <br /> <br />DISWElD <br />om" <br /> <br />UISWElD <br />om" <br /> <br />CONDITION <br /> <br />WIOUTOIV <br />WfDlV <br /> <br />WIOUTDIV <br />WIDIV <br /> <br />WIOUTOIV <br />W/DIV <br /> <br />WIOUTDIV <br />W/OIV <br /> <br />WIDUTDIV <br />WIDIV <br /> <br />WIOUTDIV <br />WIDIV <br /> <br />WIOUT DIV <br />WfDlV <br /> <br />WIQUT DIV <br />W/DIV <br /> <br />W/OUTDIV <br />WIDIV <br /> <br />WIDUTDIV <br />WIOIV <br /> <br />WIOUT DIV <br />WfDlV <br /> <br />2.YR <br /> <br />'" <br />'"' <br /> <br />'" <br />'" <br /> <br />'" <br />'" <br /> <br />n' <br />'" <br /> <br />'" <br />n' <br /> <br />,,, <br />'" <br /> <br />" <br />" <br /> <br />" <br />" <br /> <br />" <br />" <br /> <br />so <br />so <br /> <br />>YR <br /> <br />'" <br />,,, <br /> <br />,so <br />,so <br /> <br />,so <br />,so <br /> <br />'" <br />'" <br /> <br />'" <br />'" <br /> <br />'" <br />'" <br /> <br />'" <br />'" <br /> <br />'" <br />'" <br /> <br />" <br />" <br /> <br />, <br />, <br /> <br />, <br />, <br /> <br />lD-YR So.YR <br /> <br />501 2237 <br />414 634 <br /> <br />'" <br />'" <br /> <br />'" <br />'" <br /> <br />'" <br />'" <br /> <br />'" <br />'" <br /> <br />'" <br />'"' <br /> <br />'" <br />'" <br /> <br />'" <br />no <br /> <br />'" <br />" <br /> <br />'" <br />, <br /> <br />1172 <br />1172 <br /> <br />"" <br />'" <br /> <br />2215 <br />'" <br /> <br />2236 <br />'" <br /> <br />2236 <br />'" <br /> <br />"" <br />'" <br /> <br />""" <br />'" <br /> <br />3113 <br />'" <br /> <br />3125 <br />'" <br /> <br />3138 <br />, <br /> <br />3613 <br />3513 <br /> <br />100-YR <br /> <br />"" <br />'" <br /> <br />3327 <br />'" <br /> <br />3327 <br />'" <br /> <br />3360 <br />'" <br /> <br />3360 <br />'" <br /> <br />3363 <br />'" <br /> <br />3324 <br />'" <br /> <br />'''' <br />'" <br /> <br />4533 <br />'"' <br /> <br />4547 <br />, <br /> <br />SO" <br />5022 <br /> <br />Noles: 1} Di$chargas8reforlullydevelopedcond~ions, <br />2) Oisc"arges between College Avenue and Lake Canal decrease due to <br />oveniow into Ine Poudre River over Ine Josh Ames D~ch <br /> <br />. <br /> <br />,,, <br />'" <br /> <br />6-7 <br /> <br />- <br /> <br />SOo-YR <br /> <br />replacement of existing conduits under road crossings. Thes.e are measures the City <br />could implement. In addition, the City could construct a channel through the <br />undeveloped area between College Avenue and North LeMay Avenue as part of its <br />long~nnge flood control plans as development occurs in the area. Currently, this <br />reach has no Dry Creek ehannel. These measures were not included as part of the <br />reconnaissance-level plan because it appears that they would not be economically <br />feasible. <br />With the 30-yearplan in place, Dry Creek discharges would he significantly <br />reduced from Larimer and Weld Canal to its confluence with the Cache La Poudre <br />River. Tahle 6-2 shows a comparison of discharges foreltistingconditions and with <br />diversion of flows. The water surface profiles for Dry Creek also reflect a reduction <br />in stage from Larimer and Weld Canal downstream to the mouth for the with- <br />diversion channel condition. <br /> <br />. <br /> <br />7160 <br />n" <br />7101 <br />'''"' <br /> <br />7101 <br />'''"' <br /> <br />7167 <br />1058 <br /> <br />7167 <br />1058 <br /> <br />7167 <br />"" <br /> <br />7112 <br />1014 <br /> <br />8S27 <br />1520 <br /> <br />The City of Fort Collins and/or Larimer County could improve the Dry Creek <br />channel in the Fort Collins Airpark area by regulating and/or climinating the <br />bottlenecks in the channel, replacing inadequately sired culverts under roads, and <br />clearing the channel of debris. <br /> <br />8931 <br />1536 <br /> <br />8947 <br />1551 <br /> <br />'''' <br />9422 <br /> <br />The effects the channel diversion would have on flooding on thc Cache La <br />Poudre River were also evaluated. Starting water surface elevations on the Cache <br />La Poudre River with a diversion channel along alignment B were determined from <br />rating Curves developed during the recent flood insurance restudy of the Cache La <br />Poudre River through Fort Collins. Data ohtained from "Hydrologic Analysis of the <br />Cache La J'oudre River Basin" dated April 1988, indicated that the lOO-year <br />discharge along the Cache La Poudre River between the confluence of the diversion <br />channel and Dry Creek would increase from about 13,300cfs 10 16,600cfs. Based <br /> <br />6-8 <br /> <br />. <br />