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<br /> Discharge Drainage 1 DO-year
<br />Stream Name Location Area (mi') Discharge lets)
<br />Leopard Creek. cont'd, at mouth 63,08 2,600
<br />Little Gypsum Creek at mouth 12,97 1.000
<br />Mary Jane Draw at mouth 3,99 500
<br />Maverick Draw immediately U/S of Tributary 7,84 700
<br />Maverick Draw Trib, at mouth 1,15 Outside Bounds
<br />Mcintyre Canyon at Colorado/Utah State Line 35,68 1.800
<br /> immediately u/s of Tributary 64,52 2.600
<br /> at mouth 75,94 2.900
<br />Mcintyre Canyon Trib,. east at mouth 2,34 400
<br />branch
<br />Mcintyre Canyon Trib,. at mouth 6,96 700
<br />west branch
<br />McKenzie Creek immediately U/S of East Fork McKenzie Creek 3,35 400
<br /> at mouth 46,6 2.200
<br />Middle Fork Naturita Creek at mouth 17,24 1.200
<br />Naturita Creek immediately U/S of McKee Draw 105,73 3.500
<br /> at San MigueVMontrose County Line 146,27 4.300
<br />Nelson Creek at mouth 30,66 1,700
<br />Nelson Creek Trib, at mouth 5,17 600
<br />Nicholas Wash at mouth 5.76 600
<br />Pine Arroyo at mouth 17,03 1,200
<br />San Miguel River immediately U/S of South Fork 49,50 2.200
<br /> immediately U/S of Fall Creek 126,80 3.900
<br /> immediately u/s of Leopard Creek 173,68 4,700
<br /> immediately U/S of Beaver Creek 301.72 6.600
<br /> immediately U/S of McKenzie Creek 382,06 7.600
<br /> at San MigueVMontrose County Line 439,43 8.300
<br />South Fork at dls limit of upper floodplain (s18) 47,06 2.200
<br /> at mouth 58,06 2.500
<br />Spring Creek at mouth 53,71 2.300
<br />Summit Canyon at Colorado/Utah State Line 11,94 900
<br /> immediately U/S of Bishop Canyon 21.46 1.300
<br /> at dls limit of upper floodplain (535) 47,56 2.200
<br /> at mouth 51.33 2,300
<br />West Fork Dry Creek immediately U/S of Tributary 26,24 1,500
<br /> at mouth 45,9 2.100
<br />West Fork Dry Creek Trib, at mouth 12,26 1.000
<br />West Fork Naturita Creek immediately U/S of Tributary 11,28 900
<br /> at Miramonte Reservoir Dam 36,19 1.800
<br /> immediately u/s of East Fork Naturita Creek 61.42 2,500
<br />West Fork Naturita Creek at mouth 3,66 500
<br />Trib,
<br />Wheeler Draw at mouth 5,23 600
<br />
<br />Discharges calculated in the PIS for determination of detailed floodplains are shown in the
<br />Appendix. These calculations include discharges along the Uncompahgre River, Leopard Creek
<br />and Fall Creek, In general, the discharges calculated in the PIS analysis are slightly higher than
<br />the discharges estimated above for the Uncompahgre River, and are slightly lower than the
<br />
<br />7
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