My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1992-11-10_PERMIT FILE - C1981008A
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1981008
>
1992-11-10_PERMIT FILE - C1981008A
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/24/2021 9:45:07 AM
Creation date
4/19/2012 8:14:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
PERMIT FILE
Doc Date
11/10/1992
Doc Name
Civil Software Design SEDCAD Version 3
Section_Exhibit Name
Tab 13 Attachment 13-C1
Media Type
D
Archive
Yes
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
39
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
Civil Software Design -- SEDCAD+ Version 3 . 1 <br /> Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br /> Company Name: Greystone Development Consultants <br /> Filename: C:\SCAD\DT\NUCLA\POND2 User: C. A. Boudreau <br /> Date: 11-10-1992 Time: 13 : 22 : 54 <br /> Nucla Mine Pond 002 25 Year - 24 Hour Design Storm <br /> Storm: 2 .40 inches, 25 year-24 hour, SCS Type II <br /> Hydrograph Convolution Interval: 0. 1 hr <br /> ------------------------ <br /> ------------------------ <br /> LAST POND ONLY TABLE <br /> ------------------------ <br /> ------------------------ <br /> J1, B1, S1 <br /> Pond 002 <br /> Drainage Area from J1, B1, S1, SWS(s) 1: 3 . 1 acres <br /> Total Contributing Drainage Area: 3 . 1 acres <br /> DISCHARGE OPTIONS: <br /> Perf. <br /> Riser <br /> Riser Diameter (in) 12 . 0 <br /> Riser Height (ft) 6. 00 <br /> Barrel Diameter (in) 12 . 0 <br /> arrel Length (ft) 75. 00 <br /> arrel Slope (%) 1. 00 <br /> Manning's n of Pipe 0. 024 <br /> Spillway Elevation 5702.2 <br /> Lowest Elevation of Holes 5694 . 3 <br /> # of Holes/Elevation 1 <br /> Entrance Loss Coefficient ---- <br /> Tailwater Depth (ft) _ ---- <br /> Notch Angle (degrees) ---- <br /> Weir Width (ft) ---- <br /> Siphon Crest Elevation ---- <br /> Siphon Tube Diameter (in) ---- <br /> Siphon Tube Length (ft) ---- <br /> Manning's n of Siphon ---- <br /> Siphon Inlet Elevation ---- <br /> Siphon Outlet Elevation ---- <br /> Emergency Spillway Elevation ---- <br /> Crest Length (ft) ---- <br /> Z: 1 (Left and Right) -- -- <br /> Bottom Width (ft) ---- <br /> RESULTS: <br /> Permanent <br /> Pool <br /> (ac-ft) <br />
The URL can be used to link to this page
Your browser does not support the video tag.