PERMFILE66828

• Permit No: C1981018
• IBM Index Class Name: Permit File
• Doc Date: 5/13/2002
• Doc Name: Calculations for 2 Ponds on the South Side of Railroad Loop Fill Slope
• Section_Exhibit Name: Illustration 40
• Media Type: D
• Archive: No

TYPICAL DITCHES
1. Maximum flow: 11.5 CFS
2. From Panning equation, a V ditch on a 1.5 to 1 and has a slope
of 2% = 14.8 CFS
STAND PIPE DES•IATER
1. 4" pipe c.~ith garbage guard.
C~
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