PERMFILE73218

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Appendix F through J
• Section_Exhibit Name: EXHIBIT 7-13 Deleted by TR56 9/2/04
• Media Type: D
• Archive: Yes

Civil Software Design -- SEDCAD+ Version 3.1
Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved.
Company Name: ACZ, INC.
. Filename: J:\891\SEDCAD\LOOPPOND User: K. Kammerzell
Date: 04-17-1998 Time: 16:00:20
Gossard Rail Loop Pond
Storm: 1.80 inches, 10 year-24 hour, SCS Type II
Hydrograph Convolution Interval: 0.1 hr
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ELEVATION-AREA-CAPACITY-DISCHARGE TABLE
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J1, B1, S1
Loop Pond
Drainage Area from J1, B1, S1, SWS(s)1: 5.7 acres
Total Contributing Drainage Area: 5.7 acres
SW#1: Trickle Tube
SW#2: Emergency Spillway
Elev Stage Area Capacity Discharge

--------
-------- (ft)
------
--- (ac)
------- (ac-ft)
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-
-
-- {cfs)
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---
--
-
------------------------------------
-
--
--
-
-
-
--
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6344.15 ---
0.00 -------
0.00 --
---
--
0.00 -
--
-- ---
---
---
--
---
--
-
6344.15 0.00 0.00 0.00
6344.98 0.00 0.05 0.02 0.00 Top of Sediment Storage (0 Stage)
6345.15 0.17 0.06 0.01 0.00
6.15 1.17 0.09 0.08 0.00
47.15 2.17 0.12 0.19 0.00
6348.15 3.17 0.14 0.31 0.00
6349.15 4.17 0.17 0.47 0.00
6350.15 5.17 0.20 0.65 0.00
6351.15 6.17 0.23 0.86 0.00
6351.50 6.52 0.25 0.94 0.00 Stage of SW#1
6352.15 7.17 0.28 1.11 0.80
6352.29 7.31 0.30 1.16 0.89 Peak Stage
6353.00 8.OZ 0.34 1.38 1.36 Stage of SW#2
6353.15 8.17 0.35 1.43 3.10
6353.58 8.60 0.38 1.59 8.15
6353.69 8.70 0.39 1.63 9.32
6353.78 8.80 0.40 1.67 11.81
6353.88 8.90 0.40 1.71 14.90
6353.98 9.00 0.41 1.75 18.14
6354.15 9.17 0.42 1.82 25.69
6354.48 9.50 0.44 1.96 39.70
6354.98 10.00 0.48 2.19 69.61
6355.00 10.02 0.48 2.20 76.57
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