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REV09304
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REV09304
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Entry Properties
Last modified
8/25/2016 1:09:49 AM
Creation date
11/21/2007 10:01:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Revision
Doc Date
6/29/1999
Doc Name
MEMO OF 06/22/1999 SAME SUBJECT
From
DMG
To
SANDY BROWN
Type & Sequence
TR33
Media Type
D
Archive
No
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Interoffice memorandum <br />Walker to Brown <br />29 June 1999 <br />Page 6 of 6 Pages <br />ITEM REFERENCE PURPOSE COMPLIANCE? <br />and construction usually do not appeaz <br />specifications for SF on an as-built. <br />Operation and 2.05.3(4)(ii)(C) Operation and Not described but inferred <br />maintenance maintenance is usually by the design. <br />requirements described by text, <br /> which may or may not <br /> appeaz on an as-built. <br />Safety factor of 1.3 2.05.6(11)(k) The stability analysis <br /> concludes a factor of safety <br /> of 1.305. <br />Stage-storage curve 4.05.6(3)(a) Demonstrates the Provided in the SEDCAD <br /> storage volume of the demonstration. <br /> pond at water levels <br /> (the capability to <br /> accommodate design <br /> runoff). <br />Maximum level of 4.05.6(3)(b) This is a design Provided in the SEDCAD <br />sediment storage feature that demonstration as 7373.16. <br /> demonstrates that the <br /> pond has the <br /> capability to store <br /> sediment and still <br /> meet other <br /> requirements. <br />Other features, such as N/A to this design. <br />filter blankets, drain <br />blankets, etc. <br />Other features, such as None according to this <br />walkways, ladders, design. <br />baffles, etc. <br />Other: Elevation 4.05.6(12) 20' threshold. Estimated at 12 feet. <br />difference of the <br />upstream toe-of--slope <br />and invert of the <br />emergency spillway <br />
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