My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE51370
DRMS
>
Back File Migration
>
Permit File
>
600000
>
PERMFILE51370
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:55:29 PM
Creation date
11/20/2007 2:52:19 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980001
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
Center Ridge Permanent Impoundment Info
Section_Exhibit Name
4.6 APPENDIX 4.6-O
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
22
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
• Civi] Software Design -- SEDCAD~ Version 3.1 <br />Copyright ICI 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: P&M Cnal `lining Company <br />Filensme: a:\~'ENTER\R.IDGE I'ser: WMB <br />Date: 10-15-1992 Time: 11:32:04 <br />F.DV.\ ^II`:E CENTER RIDGE PERMANENT Ih1P0I;NDMENT <br />Str,rm: 2.1 inrhes, 25 year-2~1 hour, SCS Type II <br />H}-drograph Convolution interval: 0.1 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />.Jl, B1, Si <br />TENTER RIDGE <br />Draln3Q P, .area from J1, B1, S1, SwSls)1: 1016.0 acres <br />Total Contributing Drainage Area: 1016.0 acres <br />DISCHARGE OPTIONS: <br /> Trickle Emergenr_y <br /> <br />---------------------------- Tube Spillway <br />--------------------------------------------------- <br />---------------------------- <br />Riser Diameter lint --------------------------------------------------- <br />---- ---- <br />Riser Height (ft.l ---- ---- <br />~: el Diameter (in) 36.0 ---- <br />.arrel Length (ftl 25.00 ---- <br />Barrel Slope ;%1 2.00 ---- <br />`)anning's n of Pipe 0.02 ---- <br />Spillc:a~ Ele~atinn 23.0 ---- <br />Lowest 1{levatinn of Hn1es ---- ---- <br />c of Hr,]esiElevation ---- ---- <br />Ent.r.~nce Lrss r`nefficient 0.9 ---- <br />Tail:~ater Depth (ftl 0.0 ---- <br />Nn t.r.h .anaLe (rie~reesl ---- ---- <br />[2eir width (ft1 ---- ---- <br />Siphon Crest. Elevation ---- ---- <br />Siphon Vibe Diameter lin) ---- ---- <br />Siphon Tube l.enath (ft) ---- ---- <br />`1anning's n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevar,inn ---- ---- <br />Emergenc}- Spillway Elevation ---- 26.7 <br />Crest Len2_th (ft) ---- 20.0 <br />Z:l ILeft and Right.l -- -- 2 2 <br />•r`~om width Ift.) ---- :30.0 <br />FOND RESULTS: <br />Permanent <br />Pool <br />App. 4.6-0-7 <br />September 7, 1993 <br />
The URL can be used to link to this page
Your browser does not support the video tag.