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2007-06-01_PERMIT FILE - C1981019A (2)
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2007-06-01_PERMIT FILE - C1981019A (2)
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Entry Properties
Last modified
11/18/2024 10:51:53 AM
Creation date
1/17/2008 3:20:14 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
6/1/2007
Doc Name
Gulch A Ditch & Section II Ditch Channel Designs (Permanet)
Section_Exhibit Name
Exhibit 07 Item 14 Appendix Exh7-14G
Media Type
D
Archive
Yes
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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. A11 rights reserved. <br />• Company Name: ACZ, INC. <br />Filename: J:\891\SEDCAD\GLCHA100 User: D. Gleason <br />Date: 09-09-1998 Time: 09:50:53 <br />Gulch A Pond (4/97 Mining Plan Topography) 100Xr <br />Storm: 2.80 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />_ SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br /> Base- Runoff Peak <br /> Area CN UHS Tc K X Flow Volume D isc~sjge <br />JBS SWS ac) (hrs) (hrs) (cfs) (ac-f t) { <br /> - - <br />- 26 60 86 M 0.170 -0.000 0.000 0.0 3.31 33.85 <br />111 1 e: <br />T Null Label: East Side 65+00 <br /> yp 3,31 <br />111 Structure 26.60 <br />---------------------- <br />--- ________ <br />---- ---------------- ------- ------- ------ 3.31 33.85 <br />111 Total IN/OUT 26.60 _ _ ___ ____________ <br />- __ ____ <br />- <br />- <br /> 70 <br />28 59 M- 0.0 <br />0.195 0.000 0.000 0.57 2.92 <br />112 1 . <br />e: <br />T Null Label: East Side 59+00 <br /> yp 3.88 <br />112 Structure 28.70 <br />---------------------- ----- <br />---- -------- <br />- --------------- -------- ------- ----- 3.88 36.77 <br />1~L Total IN/OUT 55.30 _ _ ____ __ __ _ ___ <br />• 111- to 112 Routing =_____° ~ 0=018-0_375--===_- <br />= <br />= <br />- <br />- -______-__ _-_-___- <br /> - - - _ <br />00 <br />37 _ <br />----- <br />52- M - <br />----= <br />- <br />0.000 0.000 0.0 <br />0.177 0.28 0.46 <br />113 1 . <br />Type: Null Label: East Side 51+50 4,15 <br />113 Structure 37.00 <br /> <br />------------ <br />-------- <br /> <br />----- _________ <br /> <br />---- _-_-------- <br />----- ------- - <br />------ -------- <br />4.15 36.77 <br />113 Total IN/OUT 92.30 <br />_ <br />_ <br />_ <br />- <br />112 to 113 Routing _______ ______ _--_--~=015-0_417=====__ <br />__ <br />_ ___-_____ -____^___ <br /> - _ <br />- 50 <br />15 52 M 0.149 0.000 0.000 0.0 0.12 0.19 <br />121 1 . <br />Type: Null Label: Section 11 Ditch 0.12 <br />121 Structure 15.50 <br />--------------------- _____ <br />--- _________ <br />--- ---------------- ------- ------- ------- 0.12 0.19 <br />121 Total IN/OUT 15.50 _____ _ <br />- <br />==== ____ <br />---- <br /> _____________ <br />-- _96 <br />80- 52- M ~ 0 <br />0.000 <br />-0.226 0.000 0.72 1.17 <br />211 1 . <br />Type: Null Label: East Side 24+00 4.99 <br />211 Structure 96.80 <br />------------------- <br />---- <br />- ________- <br />--- ---------------- ------- ------- --------- 4 <br />99 34.26 <br />211 Total IN/OUT 204.60 <br />------- <br />"3 to 211 Routing 0.087 0.411 <br /> - - 10 <br />24 49 -M 0.161- 0.000 0.000 0.0 0.09 0.12 <br />212 1 . <br />pe: Null <br />T Label: East Side 0+00 <br /> y 5,08 <br />212 Structure 24.10 _________ <br />~ ~ <br />~J <br />Exh. 7-14G Revision Date: 7/25/06 <br />4 Revision No. TR-63 <br />
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