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PERMFILE124317
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PERMFILE124317
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Entry Properties
Last modified
8/24/2016 10:21:55 PM
Creation date
11/25/2007 12:30:32 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
Shaft #3 As-Built
Section_Exhibit Name
Exhibit 66 Sly Gulch Hydrology Part 3
Media Type
D
Archive
Yes
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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: GOLDER ASSOCIATES INC. <br />Filename: D:\MTNCOAL\#3REVISE User: WDP <br />Date: 06-02-1998 Time: 18:11:59 <br />#3 Intake Shafte As-Built Hydrology <br />Storm: 2.80 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------------------------- <br />--------------------------------------------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />--------------------------------------------- <br />--------------------------------------------- <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> (ac) (hrs) (hrs) (cfs) (ac-ft) (cfs) <br />--- <br />111 ----------------- <br />1 ------ <br />4.00 ------------------------------------ <br />70 F 0.020 0.000 0.000 0.0 ------- <br />0.20 ---------- <br />2.70 <br /> Type: Veget ated Channel Label: DSLY-15, 43-b1 <br />111 Structure 4.00 0.20 <br />--- <br />111 <br />--- ----------------- <br />Total IN/OUT <br />--------------- ------ <br />4.00 <br />----- ------------------------------------ <br /> <br />-------------------------- <br />---- ------- <br />0.20 <br />------- ---------- <br />2.70 <br />---------- <br />--- <br />112 -- <br />----------------- <br />1 - <br />------ <br />52.50 --- <br />--- <br />------------------------------------ <br />70 F 0.076 0.000 0.000 0.0 ------- <br />2.65 ---------- <br />35.46 <br /> Type: Nonerodible Channel Label: DSLY-16, 43-b 2 <br />1 Structure 52_50 85 <br />? <br /> <br /> <br />--- --- <br />Total IN/OUT <br />- <br />----- <br />- - <br />56.50 ------------------------------------ <br /> <br />---------- <br />--- <br />---- --- <br />- <br />2.85 <br />------- ------ <br />38 16 <br />---------- <br />--- <br />111 ---- <br />----- <br />- <br />----------------- <br />to 112 Routing ------ <br />------ ---- <br />---- <br />----------- <br />------------------------------------ <br />0.001 0.479 ------- ---------- <br />--- <br />113 ----------------- <br />1 ------ <br />0.00 ------------------------------------ <br />0 M 0.000 0.000 0.000 0.0 ------- <br />0.00 ---------- <br />0.00 <br /> Type: Culvert Label: CSLY-22 <br />113 Structure 0.00 2.85 <br />---- <br />113 ---------------- <br />Total IN/OUT ------ <br />56.50 ------------------------------------ ------- <br />2.85 ---------- <br />38.16 <br />--- <br />112 ----------------- <br />to 113 Routing ------ ------------------------------------ <br />0.001 0.429 ------- ---------- <br /> ------------------ <br />Type: Null Label: Nu11 -------- --------- <br />114 Structure 0.00 2.85 <br />-- <br />---- <br />114 ---------------- <br />Total IN/OUT ------ <br />56.50 ------------------------------------ -------- <br />2.85 ------ <br />- <br />38.16 <br />---- <br />113 ---------------- <br />to 114 Routing ------ ------------------------------------ <br />0.000 O.ODO ------ ------ <br />---- <br />121 ---------------- <br />1 ------ <br />45.10 ------------------------------------ <br />70 F 0.087 0.000 0.000 0.0 -------- <br />2.28 --------- <br />30.46 <br /> Type: Culvert Label: CSLY-23, 43B3 <br />121 Structure 45.10 <br />-- 2.28 <br />- <br />-- <br />--------- <br />---- <br />121 ---------------- <br />Total IN/OUT ------ <br />45.10 ---------------------------------- ----- <br />2.28 30.46 <br />- - <br />- - -------- ---- <br />-- - ---- ------ ---- <br />-- - - <br />--------------------------- <br />-------- <br />--------- <br /> Type Null Label: Null <br />i .. Structure 45.10 2.26 <br />--- <br />---- <br />122 ---------------- <br />Total IN/OUT ------ <br />45.10 ------------------------------------ -------- <br />2.28 ------ <br />30.46 <br />
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