2009-10-06_PERMIT FILE - C1980005 ‎(19)‎

• Permit No: C1980005
• IBM Index Class Name: Permit File
• Doc Date: 10/6/2009
• Doc Name: SEDCAD+ Demonstrations
• Section_Exhibit Name: Tab 07 Appendix 7-12 Appendix A
• Media Type: D
• Archive: No

Civil Software Design -- SEDCAD+ Version 3.1
Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved.
• Company Name: ACZ, INC. -,-
Filename: J:\882\DS\S2PM20A User: JPB (Updated by KCK}
Date: 06-18-1998 Time: 10:33:10 :.
SENECA II POST MINING CHANNELS 6, 7, AND 20
Storm: 1.70 inches, l0 year-24 hour, SCS Type II
Hydrograph Convolution interval: 0.1 hr
-----------------------------------------
-----------------------------------------
DETAILED SUBWATERSHED INPUT/OUTPUT TABLE
------------------------------------------ --
--

--
Seg. Land Flow Segment Time Muskingum
J B S SWS # Condition Distance Slope Velocity Time Conc. K X

-
-
--
-
---
-
---
-
-
-----
-
-
-
-----------
-
-------
- (ft)
----------
---------- (~)
-------
---
- (fps)
--------
- (hr)
--------
---- (hr)
-------
------- (hr)
-------------
-------------
1 -
1 --
1 -
1 -
-
-a -
-
3 500.00 -
--
11.00 -----
---
2.32 ----
0.06
-b 6 1000.00 9.50 4.62 0.06

-
--
---
--- -c
----- 7
----------- 1000.00
---------- '5.50
------- 4.72
--------- 0.06
--------- 0.178
------
-------------
-
1 --
1 ---
2 ---
1 -----
-a -----------
3 ----------
500.00 -------
6.00 --------
1.71 --------
0.08 ------ -------------
-b 6 300.00 8.33 4.33 D.02
-C 7 1800.00 13.89 7.50 0.07 0.166

1 2 1 1 -a 5 400.00 7.50 2.74 0.04
-b 7 500.00 10.00 6.37 0.02 0.062

1 1 1 -1 7 906.70 12.22 7.04 0.04

-
--
---
--- 2
----- 7
----------- 656.20
---------- 13.85
------- 7.49
-------- 0.02
---------
------ 0.059 0.%__.._
-------------
-
1 --
2 ---
1 ---
2 -----
-a -----------
4 ----------
400.00 -------
11.33 -------
3.01 --------
0.04 ------ -------------
-b 5 200.00 11.33 3.37 0.02
-c 7 750.00 13.08 7.28 0.03 0.082
-
2 --
1 ---
1 ----
1 -----
-a ------ -
3 -
400.00 -- --
10.00 -- -----
2.21 - -
0.05

-
-
- -b
-
-- 6
-
-- 400.00
-----
--
- 12.50
- 5.30 0.02
------
- 0.071
------
-------------
-
2 -
1 ---
1 --
1 -
-
-1 ------
-
6 -
-
-
251.79 -----
12.00 ---------
5.20 -
-
0.01
-2 7 552.27 9.09 6.07 0.03 0.038 0.386
-
2 --
1 ---
1 ----
2 -----
-a ----------
3 - ------- -
500.00 ------
12.00 ---------
2.42 ------ --
0.06 -- ---- --- ---- - -
-b 6 500.00 22.00 7.04 0.02
-c 7 550.00 9.09 6.07 0.03 O.I02

2 2 1 1 -a 3 500.00 12.00 2.42 0.06
-b 6 1900.00 13.16 5.44 0.10
-C 7 550.00 21.82 9.40 0.02 0.170
--
3
-- --
1
- --
1
- ----
1
---- -----
-a
----- ----------
6
---------- -----------
350.00
----------- -------
11.43
----
-- --------
5.07
-------- ---------
0.02
--------- -------
0.019
------- --- ---

------------
3 -
1 -
1 1 -1 6 253.18 -
16.00 6.00 0.01
-2 7 1308.63
= 11.54
= 6.84
== 0.05
___
==
__ 0.064 0.398
__-
3~ l 1- -2-- -a--- _---4_----- --500.00_ 12.00- 3.10-- 0.04 _____ _______
-b 5 500.00 12.00 3.46 0.04
-c 5 850.00 12.94 3.60 0.07 0.150
3 1 1 2 -1 5 740.96 24.31 4.93 0.04
~~12-3}