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2010-11-19_PERMIT FILE - C1980007 (36)
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2010-11-19_PERMIT FILE - C1980007 (36)
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Last modified
8/24/2016 4:27:08 PM
Creation date
3/24/2011 10:23:53 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
11/19/2010
Doc Name
Surface Facilities Area and Water Tank Site
Section_Exhibit Name
Exhibit 66 SAE Lone Pine Water Tank
Media Type
D
Archive
No
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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: GREYSTONE DEVELOPMENT CONSULTANTS <br />Filename: C: \SEDCAD3 \WELK \SAECSTP User: bgw <br />Date: 07 -27 -1994 Time: 11:20.22 <br />Water Tank SAE, cutslope, tank`- A�h},:, a <br />Storm: 1.90 inches, 10 year -24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />SUBWATERSHED /STRUCTURE INPUT /OUTPUT TABLE <br />- Hydrology <br />SUBWATERSHED /STRUCTURE INPUT /OUTPUT TABLE <br />----------------- <br />- Sedimentology <br />SED: Sediment <br />SCp: Peak Sediment Concentration <br />SSp: Peak Settleable Concentration <br />24VW: Volume Weighted Average Settleable Concentration - Peak 24 hours <br />24AA: Arithmetic Average Settleable Concentration - Peak 24 hours <br />PS <br />JBS SWS K L S CP Tt SED SCp SSp 24VW 2` <br />m. <br />----------- - - - - -( hrs) - -- (tons)-- ( - g / 1 - ) - (-- /---- m - - - -- <br />• 50.0 0.900 0.000 1 - - 0.0 <br />0.37 2.0 -- i <br />R 111 1 <br />Type: Null Label: toe of cut slope <br />0.0 <br />111 Structure -------- ----- <br />Base- <br />Runoff <br />Peak_ <br />JBS SWS <br />Area <br />CN <br />UHS <br />Tc <br />K <br />X <br />Flow <br />cfs) <br />(acuft) <br />Dl (cfs� <br />(ac) <br />(hrs) <br />(hrs) <br />- <br />-- -0.00 <br />0.00 *94F <br />0.000 <br />0.000 <br />0.000==-- <br />0.0 <br />0.0c <br />111 <br />1 <br />Type: <br />Null Label: toe <br />of <br />cut slope <br />0.00 <br />111 <br />Structure <br />0.00 <br />----------------------------------------- <br />------------------------------- <br />- - - - <br />-- <br />0.00 <br />0.01 <br />ill <br />Total IN /OUT <br />0.00 <br />1 <br />0.07-- <br />-98 <br />- -F _ <br />0.00 = 0.000 <br />0.01 <br />0.1 <br />121 <br />0.10* <br />91 <br />M <br />0.00 <br />0.0 <br />0.0 <br />121 <br />2 <br />Type: <br />Null <br />Label: <br />toe <br />of pad <br />• <br />Structure <br />______ <br />0.02 <br />__ <br />- -- - <br />---- <br />- - - - -- <br />- ------------------------------------------- <br />---------------------------- <br />0.02 <br />u.2 <br />121 <br />Total IN /OUT <br />0.17 <br />----------------- <br />- - <br />- - -- - Type: <br />Null <br />Label: toe <br />of pad <br />0.02 <br />211 <br />Structure <br />0.17 <br />------- --- ------- ------------------ <br />- - - - <br />- -O- ------ <br />- - - - -- <br />0.02 <br />0. � <br />211 <br />I <br />Total / <br />----- <br />- - - - -- <br />------- <br />ill <br />to 211 Routing <br />0.007 0.22 <br />SUBWATERSHED /STRUCTURE INPUT /OUTPUT TABLE <br />----------------- <br />- Sedimentology <br />SED: Sediment <br />SCp: Peak Sediment Concentration <br />SSp: Peak Settleable Concentration <br />24VW: Volume Weighted Average Settleable Concentration - Peak 24 hours <br />24AA: Arithmetic Average Settleable Concentration - Peak 24 hours <br />PS <br />JBS SWS K L S CP Tt SED SCp SSp 24VW 2` <br />m. <br />----------- - - - - -( hrs) - -- (tons)-- ( - g / 1 - ) - (-- /---- m - - - -- <br />• 50.0 0.900 0.000 1 - - 0.0 <br />0.37 2.0 -- i <br />R 111 1 <br />Type: Null Label: toe of cut slope <br />0.0 <br />111 Structure -------- ----- <br />
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