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Last modified
11/23/2009 12:58:17 PM
Creation date
10/4/2006 10:02:39 PM
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Template:
Floodplain Documents
County
Larimer
Community
Fort Collins
Stream Name
Fossil Creek Drainageway Basin
Title
Master Drainageway Planning Study
Date
8/1/1982
Prepared For
Larimer County
Prepared By
Simons Li & Associates Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br /> <br />Table 7. Fossil Creek Basin, Discharge In cts for Existing Conditions. <br /> <br />I <br />I <br /> <br />Location <br />(SWMM Channel Un It) <br /> <br />Drainage <br />fv-ea <br />(sq. mi.) <br /> <br />Recurrence Interval (Years) <br /> <br />2 <br /> <br />5 <br /> <br />10 <br /> <br />50 <br /> <br />100 500 <br /> <br />DI stance <br />from <br />Mouth <br />(ml) <br /> <br />FOSS I L CREEK <br /> <br />I <br />I <br />I <br /> <br />Taft HI II Road <br /> <br />Sh lelds Street <br /> <br />Btrns Tr I butary <br /> <br />Lang Gulch <br /> <br />(56) above <br />(310) bel"" <br /> <br />(4 B) above <br />(305) below <br /> <br />(204) above <br />(205+204) bel"" <br /> <br />(471 above <br />(47+200) below <br /> <br />Colorado & Southern (206) above <br />Railroad (307) below <br /> <br />I <br />I <br /> <br />HI gh.ay 2B7 <br /> <br />Mal I Creek <br /> <br />I <br /> <br />Lemay Avenue <br />(County Road 13) <br /> <br />Stanton Creek <br /> <br />I <br /> <br />UnTon Paclffc <br />Ra I I road <br /> <br />I <br />I <br /> <br />Timber I Ine Road <br />(County Road III <br /> <br />Study LI mlt <br /> <br />S TANTON CREEK <br /> <br />I <br /> <br />Lemay Avenue <br />(County Road 13) <br /> <br />County Road 32 <br /> <br />I <br />I <br /> <br />Confluence .Ith <br />Fossil Creek <br /> <br />LANG GULCH <br />Study Uml t <br />Sh lei ds Street <br /> <br />I <br />I <br /> <br />(471 above <br />(312) below <br /> <br />(38) above <br />(29+38) below <br /> <br />(21ll above <br />(313) below <br /> <br />(2 2) above <br />(22+23) below <br /> <br />(22+23) above <br />(300) below <br /> <br />(202) above <br />(314) bel"" <br /> <br />(1 5) above <br />(15+19) below <br /> <br />(24) above <br /><15+19) below <br /> <br />(33ll above <br />(33ll below <br /> <br />(23) <br /> <br />(79) <br /> <br />(76+200) above <br /><301> bel"" <br /> <br />Co lorado & Southern (201) above <br />Railroad #4 (302) bel"" <br /> <br />I <br /> <br />0.7 <br /> <br />1.2 <br /> <br />1.3 <br />3.4 <br /> <br />3.6 <br />10.3 <br /> <br />10.4 <br /> <br />10.5 <br /> <br />11.5 <br />14.1 <br />14.2 <br /> <br />16.0* <br />18.5* <br /> <br />18.5* <br /> <br />19. 7* <br /> <br />20.0* <br />21.1* <br /> <br />1.6 <br /> <br />1.8 <br /> <br />2.5 <br /> <br />1.7 <br /> <br />2.8 <br /> <br />110 190 270 480 620 910 <br />80 130 160 200 220 240 <br />90 200 290 520 640 910 <br />90 160 200 480 640 910 <br />100 170 200 510 670 980 <br />190 340 430 850 1040 1420 <br />190 340 430 790 980 1390 <br />290 660 920 1490 1780 2350 <br />290 660 920 1490 1780 2390 <br />290 660 920 1490 1780 2350 <br />290 660 920 1490 1780 2350 <br />290 660 920 1490 17BO 2350 <br />290 670 960 1620 1970 2690 <br />330 760 1 100 2030 2520 3500 <br />330 760 1 100 2030 2520 3500 <br />310 740 1100 2030 2520 3500 <br />310 740 1130 2170 2720 3910 <br />340 830 1330 2560 3360 5180 <br /> <br />340 830 1330 2560 3360 5180 <br />300 450 700 1310 1380 1490 <br /> <br />300 450 700 1340 1410 1540 <br />270 410 540 1200 1350 1490 <br /> <br />270 410 540 1200 1350 1490 <br />270 410 550 1210 1360 1500 <br /> <br />50 170 300 730 970 1500 <br />50 130 170 270 470 1010 <br /> <br />60 1 30 1 70 300 530 1140 <br />60 130 170 300 530 1140 <br /> <br />80 150 220 450 670 1380 <br /> <br />50 90 140 280 350 510 <br /> <br />70 200 350 800 1040 1570 <br />70 160 200 300 470 1030 <br /> <br />70 160 200 300 470 1030 <br />70 160 200 300 470 1000 <br /> <br />12.59 <br /> <br />11.27 <br /> <br />11.12 <br /> <br />10.45 <br /> <br />10.17 <br /> <br />9.70 <br /> <br />7.70 <br /> <br />7.34 <br /> <br />5.66 <br /> <br />5.60 <br /> <br />4.71 <br /> <br />3.98 <br /> <br />1.43 <br /> <br />1.31 <br /> <br />0.00 <br /> <br />3.31 <br />2.63 <br /> <br />2.47 <br /> <br />14 <br /> <br />Teble 7, continued. <br /> <br />location <br />(SWMM Channel Un It) <br /> <br />Dr a i nage <br />fv-ea <br />(sq. mi.) <br /> <br />Recurrence 1 nter-va j (Years) <br /> <br />2 <br /> <br />5 <br /> <br />10 <br /> <br />50 <br /> <br />100 500 <br /> <br />Distance <br />fr"", <br />Mo uth <br />(mil <br /> <br />Co lorado & Southern (63) <br />Ra II road #3 <br /> <br />Tr II by Ro ad <br />(County Road 34) <br />Sml th Creek <br /> <br />(63) above <br />(303) bel"" <br /> <br />(202) above <br />(202+64) below <br /> <br />Co lorado & Southern (208) above <br />Ra I lroad 12 (309) below <br /> <br />Co Iroado & Southern (60) above <br />Rail road #1 (308) below <br /> <br />Confluence .Ith <br />Fossl I Creek <br /> <br />SMITH CREEK <br />Taft HII I Road <br /> <br />Study Uml t <br /> <br />Sh lelds Street <br /> <br />Conf 'uence .Ith <br />Lang Gulch <br /> <br />BURNS TR IBUTARY <br /> <br />Taft HI II Road <br /> <br />(207) <br /> <br />(70+71+74) above <br />(318) below <br /> <br />(65) above <br />(65+66) below <br /> <br />(203) above <br />(304) below <br /> <br />(64) <br /> <br />(52+53) above <br /><317> below <br /> <br />Left Bank Tr lbutary (50) above <br />(50+51> below <br /> <br />Sh lelds Street <br /> <br />Confluence \filth <br />Foss' I Creek <br /> <br />(49) above <br />(306) below <br /> <br />(205) <br /> <br />3.5 <br /> <br />3.5 <br /> <br />3.6 <br />6.0 <br /> <br />6.6 <br /> <br />6.7 <br /> <br />6.7 <br /> <br />0.9 <br /> <br />1.4 <br />2.1 <br />2.3 <br /> <br />2.4 <br /> <br />1.1 <br /> <br />1.4 <br />1.8 <br /> <br />2.1 <br /> <br />2.1 <br /> <br />80 170 220 320 450 930 <br /> <br />80 170 220 320 450 930 <br />80 170 220 300 440 890 <br />80 170 220 300 440 890 <br />170 370 490 660 B30 1460 <br />170 390 520 750 870 1530 <br />170 390 520 750 B70 1380 <br />170 390 520 740 860 1380 <br />170 390 520 740 860 1380 <br />170 390 520 740 860 1380 <br /> <br />150 260 380 790 1090 1570 <br />80 130 150 200 220 380 <br /> <br />80 160 210 380 460 640 <br />110 230 300 560 690 970 <br /> <br />110 230 330 620 770 1110 <br />90 200 280 360 400 580 <br /> <br />90 200 280 360 400 580 <br /> <br />140 250 370 750 970 1490 <br />70 80 100 140 150 170 <br /> <br />70 100 130 210 250 340 <br />90 150 210 410 520 770 <br /> <br />90 170 260 530 680 1010 <br />90 170 230 340 370 430 <br /> <br />90 170 230 350 380 440 <br /> <br />1.90 <br /> <br />1.83 <br /> <br />1.48 <br /> <br />0.83 <br /> <br />0.19 <br /> <br />0.00 <br /> <br />1.65 <br /> <br />1.07 <br /> <br />0.46 <br /> <br />0.00 <br /> <br />2.04 <br /> <br />1.01 <br /> <br />0.35 <br /> <br />* Contributing Area <br /> <br />0.00 <br />
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