Laserfiche WebLink
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE 4-5 <br /> <br />SUMMARY OF ROUTED PEAK FLOWS <br />(Under existing channel conditions <br />for projected land development) <br /> <br />Storm Frequency <br /> <br />2 Year <br />(cfs) <br /> <br />10 Year <br />(cfs) <br /> <br />100 Year <br />(cfs) <br /> <br />, <br /> <br />BASIN 6100 <br /> <br />Wadsworth <br /> <br />5 240 390 <br />15 140 550 <br />30 170 530 <br />100 340 650 <br />200 700 940 <br />240 820 1,020 <br />240 800 1,180 <br /> <br />Webster <br /> <br />Pierce <br /> <br />Kendall <br /> <br />Sheridan <br /> <br />Platte Canyon Ditch <br /> <br />Nevada Ditch <br /> <br />NORTH TRIBUTARY TO BASIN 6200 <br /> <br />Newland <br /> <br />120 <br /> <br />430 <br /> <br />700 <br /> <br />Ken Caryl <br /> <br />200 <br />200 <br /> <br />580 <br /> <br />1,050 <br /> <br />Nevada Ditch <br /> <br />600 <br /> <br />940 <br /> <br />4-9 <br />