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2010-05-25_REVISION - C1981008 (36)
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2010-05-25_REVISION - C1981008 (36)
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Last modified
8/24/2016 4:12:26 PM
Creation date
5/26/2010 12:56:37 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981008
IBM Index Class Name
Revision
Doc Date
5/25/2010
Doc Name
Response 1 Revised Pages Section 2.05.3(3) Attachment 2.05.3(3)-20
Type & Sequence
PR6
Media Type
D
Archive
No
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Run -off Volume <br />Pond 015 excavation has been designed to contain the 100 -year 24 -hour event with no <br />discharge. The pond is completely incised, so there is no embankment that could fail. The <br />excavated side slopes are 2H:1 V. The run -off volume for the worst case drainage area is 0.68 <br />acre -ft. This was determined using a combined curve number from the weighted average of the <br />curve numbers of the undisturbed areas as well as the area ahead of the pit which has just had <br />its topsoil stripped.— <br />REVISEDMAY2010 Attachment 2.05.3(3) -20-4 <br />
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