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<br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights re Served. <br />Company Name: WESTERN FUELS - COLORADO <br />Filename: C:\DATA\SEDCAD\AD07P24C Uaer: ROSS L. GUHxA, P.E. <br />Date: 03-OS-1995 Time: 10:50:20 <br />AS-BUILT 007 POND - 25R - 24 HR EVENT, 1 - 18" WEEP HOLE W 5644.5 <br />Storm: 2.40 inches, 25 year-24 hour, SCS Type I1 <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-DISCHARGE TABLE <br />J1, B1, Sl <br />POAID 007 <br />Drainage Area from Jl, Bl, Sl, SWS (s)1-4; 513.9 acres <br />Total Contributing Drainage Area: 513.9 acres <br /> Perf. Emergency Total <br /> ' Riser Spillway Discharge <br /> Eleva tion (cfe) (cfs) (cfs) <br /> 5636 .75 0 .0 0 <br />0 <br /> <br />5637 <br />.00 <br />0 <br />.0 . <br />0.0 0 0 <br /> <br />5637 <br />.50 <br />0 <br />.0 <br />0 <br />0 0.0 <br /> <br />~ 38 <br />.00 <br />0 <br />.0 . <br />0 <br />0 0.0 <br /> <br />38 <br />.50 <br />0 <br />.0 . <br />0.0 0.0 <br /> <br />5639 <br />.00 <br />0 <br />.0 <br />0 <br />0 0.0 <br /> <br />O <br />5639 <br />5640 <br />.50 <br />.00 <br />0 <br />0 <br />.0 <br />.0 . <br />0.0 <br />0.0 0 0 <br />0.0 <br />0 <br />0 <br /> 5640 .50 0 .0 0 <br />0 . <br /> <br />~5641 <br />.00~ <br />0 <br />.0 . <br />0 <br />0 0 0 <br /> <br />5641 <br />.50 <br />0 <br />.0 . <br />0.0 0.0 <br /> <br />5642 <br />.00 <br />0 <br />.0 - <br />0.0 - 0 0 <br /> <br />5642 <br />.50 <br />0 <br />.0 <br />0.0 0 0 <br />- - <br /> <br />5693 <br />.00 <br />0 <br />.0 <br />0.0 0.0 <br />- <br /> <br />5643 <br />.50 <br />0 <br />.0 <br />0 <br />0 0.0 <br /> <br />5644 <br />.00 <br />0 <br />.0 . <br />0.0 0.0 <br /> <br />5644. <br />50 <br />0 <br />.0>18.0 <br />0.0 ~0 <br />~ <br /> 5645. 00 6. 0 0.0 0.0 <br /> <br />5695. <br />50 <br />8. <br />5 <br />0.0 6.0 <br /> <br />5646. <br />00 <br />10. <br />4 <br />0.0 B 5 <br /> <br />5646. <br />50 <br />12. <br />0 <br />0.0 10.4 <br /> <br />5647. <br />00 <br />.13. <br />5 <br />0 <br />0 12.0 <br /> <br />5647'. <br />50 <br />14. <br />7 . <br />0 <br />0 13.5 <br /> <br />5648. <br />00 <br />15. <br />9 . <br />0.0 14 7 <br /> <br />5648. <br />40 <br />16. <br />8 <br />0 <br />0 15.9 <br /> <br />5648. <br />50 <br />17. <br />0 . <br />0 <br />0 16.8 <br /> <br />5649. <br />00 <br />10. <br />0 . <br />0 <br />0 17.0 <br /> <br />5649. <br />40 <br />34. <br />1 . <br />0.0 18.0 <br /> <br />5649. <br />50 <br />39. <br />3 <br />1.9 34,1 <br /> <br />0. <br />00 <br />58. <br />6 <br />11 <br />6 41'.3 <br />~ <br />. <br /> <br />0. <br />05 <br />59. <br />5 . <br />12 <br />6 70 <br />2 <br />~ <br /> <br />5650. <br />15 <br />61. <br />2 . <br />Attachment 2.05.3(3)2. 17 <br />14.5 72.1 <br /> <br />5650. <br />25 <br />62. <br />9 <br />19.3 75:7.. <br />' <br />~ <br /> <br />5650. <br />35 <br />64. <br />6 <br />23 <br />9 82 : <br />2 <br />, <br /> . 88'.5 <br />. Attachment 2.05.3(3)2.17 <br />