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FLOOD10101
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Last modified
1/26/2010 10:11:55 AM
Creation date
10/5/2006 4:52:37 AM
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Template:
Floodplain Documents
County
Weld
Basin
South Platte
Title
Project Notebook for I-25 Corridor Master Drainage Plan South Weld County: Volume 1 of 2
Date
12/6/1999
Prepared For
Weld County Public Works
Prepared By
Anderson Consulting Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> <br />e <br /> <br />2 1 , 2 <br />3 4 <br />WATERSHED 1 <br />GODDING HOLLOW FUT. CONDo WITH ON-SITE AND REG. DET. UDSWMM MODEL; ALL EVENTS <br />[c;. PONDS RELEASING AT 10 YR AND 100 YR EX. CONDo RELEASE RATE ACE, JUNE 1999 <br />108 0 0 5.0 , <br />1 401 <br />2 402 <br />3 403 <br />4 404 <br />5 405 <br />6 406 <br />7 407 <br />8 408 <br />9 409 <br />10 410 <br />11 411 <br />12 412 <br />13 413 <br />14 414 <br />15 415 <br />16 416 <br />17 417 <br />20 420 <br />21 421 <br />22 422 <br />23 423 <br />24 424 <br />25 425 <br />26 426 <br />27 427 <br />30 430 <br />31 431 <br />32 432 <br />33 433 <br />34 434 <br />35 435 <br />36 436 <br />37 437 <br />40 440 <br />41 441 <br />42 442 <br />43 443 <br /> <br />e <br /> <br /> 0 20' 998 0 3 1. <br /> 0 15' 999 0 4 4.0 1600. 0.0063 1.0 1.0 0.035 5.0 <br /> 20.0 1600. 0.0063 300.0 60.0 0.035 100.0 <br /> 0 202 '5' 0 3 1. <br /> 0 51 202 0 4 4.0 2850. 0.0039 1.0 1.0 0.035 3.0 <br /> 20.0 2850. 0.0039 500.0 300.0 0.035 100.0 <br /> -1 751 51 20 3 .1 1. <br /> 0.00 0.0 0.50 14.0 1. 00 580.0 1. 50 1313.0 <br /> 1. 75 1404.0 2.00 1369.0 2.50 1174.0 3.00 1013.0 <br /> 3.50 944.0 4.00 892.0 4.50 849.0 5.00 816.0 <br /> 5.50 790.0 6.00 769.0 6.50 752.0 7.00 737.0 <br /> 7.50 724.0 8.00 712.0 8.50 700.0 9.00 688.0 <br /> 0 103 75' o 4 6.0 4100. 0.0022 0.5 0.5 0.035 10.0 <br /> 10.0 4100. 0.0022 500.0 500.0 0.035 100.0 <br /> 0 203 103 0 3 1. <br /> 0 3 203 0 4 5.0 3700. 0.0027 2.0 2.0 0.035 5.0 <br /> 20.0 3700. 0.0027 300.0 30.0 0.035 100.0 <br /> 0 703 3 0 3 1. <br /> 0 '04 703 0 4 5.0 2700. 0.0044 3.0 3.0 0.035 5.0 <br /> 50.0 2700. 0.0044 10.0 30.0 0.035 100.0 <br /> 0 204 '04 0 3 1. <br /> 0 105 204 0 4 5.0 5600. 0.0052 1.0 1.0 0.035 4.0 <br /> 60.0 5600. 0.0052 90.0 70.0 0.035 100.0 <br /> 0 205 '05 0 3 1. <br /> 0 106 205 0 4 5.0 5800. 0.0045 1.0 1.0 0.035 4.0 <br />. 20.0 5800. 0.0045 50.0 130.0 0.035 100.0 <br />0 206 106 0 3 1. <br />
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