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PERMFILE121185
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PERMFILE121185
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Entry Properties
Last modified
8/24/2016 10:19:39 PM
Creation date
11/25/2007 9:09:43 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
3/25/2003
Doc Name
As Built Calculations of Pond 007
Section_Exhibit Name
NH2 Section 2.05.3(3) Attachment 2.05.3(3)-2
Media Type
D
Archive
Yes
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<br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J, Schwab. All rights reserved. <br />Company Name: WESTERN FUELS - COLORADO <br />Filename: C:\DATA\SEDCAD\AD007P2C User: ROSS L. GUBRA, P.E. <br />Date: 03-OS-1998 Time: 10:37:20 <br />AS-BUILT 007 POND - lOYR - 24HR EVBNT, 1 - 18" WEEP HOLE ® 5644.5 <br />Storm: 2.00 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />i <br />ELEVATION-DISCHARGE TABLE <br />J1, B1, 51 <br />POND 007 <br />Drainage Area from J1, 81, S1, ~WS (s)1-4: ~ 513.9 acres <br />Total Contributing Drainage Area: 513.9 acres <br /> Perf. Emergency Total <br /> Riser Spillway Disch:srge <br /> Elevation (cfs) (cfe) (cfia) <br /> 5636.76 0 .0 0.0' 0.0 <br /> 5637.00 0 .0 0.0 0.0 <br /> 5637.50 0 .0 0.0 0.0 <br /> /38.00 0 .0 0.0 0.0 <br /> 38.50 0 .0 0.0 0.0 <br />• 5639.00 <br />5639.50 0 <br />0 .0 <br />.0 0.0 <br />0.0 0.0 <br />0 <br />0 <br /> 5640.00 0 .0 0.0 . <br />0:0 <br /> 5640.50 0 .0 p.0 0 !/ <br /> '5641.00 0. 0 0.0 ~ 0.0 <br /> 5641.50 0. 0 0.0 0.0 <br /> 5642.00 0. 0 0 <br />0 <br /> <br />5642.50 <br />0. <br />0 . <br />0 <br />0 0.0 <br /> . ~ 0.0 <br /> 5643.00 0. 0 0.0 ~ <br /> <br />5643.50 <br />0. <br />0 <br />0,0 0 0 <br />0.0 <br /> 5694.00 D. 0 0.0 ~0 <br /> 5644.50 0. 0>18.0 0.0 0 0 <br /> 5645.00 6. 0 0 <br />0 <br /> <br />5645.50 <br />8. <br />5 . <br />0.0 6.0 <br />8 5 <br /> 5646.00 10. 4 0.0 10.4' <br /> 5646.50 12. 0 0.0 12.0 <br /> 5647.00 13. 5 0.0 13.5 <br /> 5647.50 14. 7 0.0 19 7 <br /> 5648.00 15. 9 0.0 15.9 <br /> 5648.40 16. 8 0.0 16.8 <br /> 5648.50 17. 0 0.0 17.0 <br /> 5649.00 18. 0 0.0 18.0 <br /> 5649.40 39. 1 0.0 34.1 <br /> 5649.50 39. 3 1.9 41- <br />2 <br /> 50.00 58. 6 11.5 , <br />7D.1 <br /> 50.06 59. 6 12.6 Atlachman12.05.3(3)2-31 72,2 <br /> 5650.16 61. 3 14.5 75.8_. <br /> 5650:26 63. 0 19.3 82.3' <br /> 5650.36 64. 7 23.9 88.6 <br />• <br />Attachment 2.05.3(3)2- 31 <br />
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