PERMFILE46989

• Permit No: C1981044
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Pages 60-167
• Section_Exhibit Name: Exhibit 18 Drainage Part 2
• Media Type: D
• Archive: No

--- Cyprus Empire Corporation ---

* *
* JUNCTION 3 , BRANCH 1 , STRUCTURE 1
* DRAINAGE TO POND 9-P2
* POND STRUCTURE INFORMATION
* *
* ******************************************************** **********************
* *
* Time Increment of the Routed Hydrograph = 0.10 hours
* Dead Space of Permanent Pool = 20.00 $
* Number of Continuous Stirred Reactors = 2
* *
* *
* PRINCIPAL SPILLWAY #1: TRICKLE TUBE INPUTS
* *
* Barrel Diameter = 3.000 inches
* Length of Pipe = 20.000 feet
* Manning's N = 0.025
* Stage of the Principal Spillway = 10.000 feet
* Pipe Slope = 1.000 ~
* *
* RIPRAP EMERGENCY SPILLWA Y INPUTS
* *
* Crest stage of the Emergency Spillway = 10.000 feet *
* Crest Length = 20.000 feet
* .Width = 7.000 feet
* Outslope factors:
* Slope = 7.00 $
* Side Slope Ratio = 2.00:1
* Safety Factor = 1.10
* *
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Exhibit 18
Revised 12/8/89
-99-