PERMFILE66875

• Permit No: C1981016
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Sedimentation Control & Diversion Structure Calculations
• Section_Exhibit Name: APPENDIX XXI to Section XXI.8
• Media Type: D
• Archive: No

• 2. Peak flow of Emergency Spillway
P~eeds 9.4 cfs
Designed for 229.68 cfs
3. Freeboard
Needs at least 0.85 ft + 1.0 ft from the bottom of the spillway
Designed for 2.67 ft
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