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<br />Civil Software Design -- SEDCADi Version 3.1 <br />Copyright (C) 1987-1992. Pamela J,. Schwab. All rights reserved. <br />Company Name: WESTERN FOELS - COLORADO <br />Pilename: C:\DATA\SEDCAD\AD07P24C Uaer: ROSS L. GI7HKA, P.E <br />Date: 03-OS-1998 Time: 10:50:20 <br />AS-BUILT 007 POND - 25R - 24HR EVENT, 1 - 18" WEEP HOLE ® 5644.5 <br />.Storm: 2.40 inches, 25 year-24 hour, SCS Type II ' <br />Hydrograph Convolution Interval: 0.1 hr <br />i <br />--ELEVATION-DISCHARGE TAELE-- <br />J1, 81, S1 <br />POND 007 <br />Drainage Area from J1, B1, S1, SWS{s)1-4~ 513.9 acres <br />Total Contributing Drainage Area: 513.9 acres <br />• <br />. Perf. Emergency Total <br />~' ~ Riser Spillway., Discharge •~ <br />Elevation <br />__===~~aa~ (cfe) <br />==sea===-~== (efa) <br />=e==a~ <br />~=== <br />= ~ ~ (cfs) - <br /> <br />5636.75 <br />0.0 ~~an <br />===~=s <br />ne~~===~a~=-=~e <br />0.0 ==~~=_~~~___~==--a~~ <br />0~.0 <br />5637.00 0.0 0.0 0.0 <br />5637.50 0.0 0.0 0.0 <br />38.00 D.O 0.0 0.0 <br />38.50 D.O 0.0 D.0 <br />5639.00 <br />~ 0.0 0.0 O,p <br />5639.50 0.0 0.0 0.0 <br />5640.00 0.0 D.O 0.0 <br />5640.50 0.0 0.0 .. :.D _O <br />5641.00 0.0 0.0 - ~ - <br />- - ~0.0 <br />5641.50 0.0 0.0 <br />~ ~ -0.0. <br />- <br />5642.00 0.0 0.0 - <br />,p,O <br />5642.50 0. D 0.0 - ~ ~p~, D <br />5643.00 0.0 0.0 ~ ~ ~ ''0~.0 <br />5643.50 0.0 0.0 .~~~D .O <br />5644.00 0.0 0.0 .,gip <br />5644.50 0.0>18.0 0.0 0.0 <br />5645.00 6.0 0.0 ~ 6.0 <br />'5645.50 8.5 0.0 :' 8.5 <br />5646.00 10.4 0.0 iD-.q <br />5646.50 12.0 0.0 ~ 12.0 <br />5697:00 .13.5 0.0 ~ 13:5 . <br />5647'.50 14.7 0.0 14.7 <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 19.0 0.0 - 18.0 <br />5649.40 34.1 0.0 34iL- <br />5649.50 39.3 1.9 ~ 41 <br />:3'~:'~ <br />0.00 58.6 11.6 ~ - . <br />~~ - :jO-;.y. <br />0.05 59.5 12.6 AHachmant 205.3(3)2-17 ~ .72.1. ~, <br />~ <br />5650.15 . 61.2 14.5 ~ <br />~ 75~.~;~; <br />5650.25 62.9 19.3 - ~ " ,gg~!¢,`: "'.. <br />5650.35 64.6 23.9 88'-.$~ <br />• (Revised March 2006) Attachment 2.05.3(3)-2-19 <br />