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PERMFILE130154
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PERMFILE130154
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Entry Properties
Last modified
8/24/2016 10:31:09 PM
Creation date
11/25/2007 10:13:03 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
VOLUME 8- DRAINAGE DITCHES PART 1 OF 2
Media Type
D
Archive
No
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Civil Software Design -- SEDCAD+ Version 3.0 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. <br />Company Name: Cyprus Yampa Coel <br />Filename: A:\OVPONDI User: KCK <br />Date: 05-12-1991 Time: 17:44:29 <br />ORCHARD VALLEY POND 1 DRAINAGE AREA <br />Storm: 2.50 inches. 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------- <br />----------------------- <br />GENERAL INPUT TABLE <br />----------------------- <br />----------------------- <br />Detailed Between Structure Routing: <br /> To Seg. Land Flow Segment Muskingum <br />J B S k Condition Distance Slope Velocity Time K X <br /> <br />-- <br />-- <br />--- <br />------ <br />----------- (ft1 <br />---------- (%) <br />------- (fps) <br />---------- (hr) <br />--------- (hr) <br />------- <br />------- <br />-- <br />2 <br />-- -- <br />1 <br />-- --- <br />1 <br />-- ------ <br />1 <br />-- <br />-- ----------- <br />7 <br />- <br />- ---------- <br />148.84 ------- <br />13.56 ---------- <br />7.41 --------- <br />0.01 ------- <br />0.005 ------- <br />0.406 <br /> <br />2 <br />1 - <br />2 -- <br />1 --- <br />--- <br />--- <br />8 ---------- <br />167.53 ------- <br />58.88 ---------- <br />23.02 --------- <br />0.00 ------- ------- <br /> <br />- <br />-- <br />- 2 <br />- <br />- 7 455.93 5.49 4.72 0.05 0.056 0.900 <br />- <br />2 <br />1 -- <br />3 --- <br />- <br />1 ----------- <br />3 ---------- <br />266.68 ------- <br />47.80 ---------- <br />4.84 --------- <br />0.01 ------- ------- <br /> 2 7 45.56 22.50 9.55 0.00 0.016 0.381 <br />3 1 1 1 8 772.57 17.75 12.64 0.04 <br /> 2 3 271.12 46.84 4.79 0.02 <br /> <br />-- <br />-- <br />--- 3 <br />------ 7 <br />----------- 400.98 <br />---------- 15.13 <br />------- 7.83 <br />---------- 0.01 <br />--------- 0.072 <br />------- 0.410 <br />------- <br />• <br />~ p~-t~ <br />
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