PERMFILE123214

• Permit No: C1981041A
• IBM Index Class Name: Permit File
• Doc Date: 9/22/2004
• Doc Name: TOC to Figure 13-7
• Section_Exhibit Name: Tab 13 Operation Plan Permit Area
• Media Type: D
• Archive: Yes

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TABLE 13-4
DRAINAGE CONTROL STRUCTURES
Continued
CRDA NO. 1 (Exhibit 98)
CROSS
SECTION
STRUCTURE EXHIBIT DESCRIPTION
Sediment Pond #6 2Q Designed capacily 3.95 A.F., with at least
1 foot freeboard; embankment slopes
designed at 1v:1h.
NW Collection Ditch 20 ~ Design capacity 23.3 cfs.
Section E-E
NW Gollection Ditch 20 / Design capacity 23.3 cfs.
Section G-G
SE Collection Ditch 20/ Design capacity 34.1 cfs.
Section N-N
SE Collection Culvert 30" CMP
Bench Drains 2% grade, 5% slope to inside
CRDA NO. 2 (Exhibit 51)
CROSS
SECTION
STRUCTURE EXHIBIT DESCRIPTION
Sediment Pond #10 55 Designed capacity 2.60 acre-h. with at
least t ft. freeboard; embankment slopes
designed at 1v:2h.
Permanent Diversion 53 Design capacity 75 cfs, gradient 0-5%.
Ditches Section G-G
West Collection Ditch 53 Design capacity 27.6 cfs, gradient 3 to
Section J-J 33%.
East Collection Ditch 53 Design capacity 28.6 cfs, gradient 3 to
Section J-J 33%.
East Collection Culver) 30" CMP
Bench Drains 2% grade, 5 /° slope to inside