REV14525

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 10/4/1994
• Doc Name: CIVIL SOFTWARE DESIGN SEDCAD+VERSION 3
• Type & Sequence: TR7
• Media Type: D
• Archive: No

Civil • ftware Design -- SEDCAD+ •rsion 3.1
Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved.
Company Name: GOLDER ASSOCIATES
Filename: D:\CRESSON\FINALSED\927F6 User: Sergio C. Rivera
Date: 10-03-1994 Time: 13:05:13
CCBV HAUL ROAD FINAL LOCATION - SEPTEMBER 1994
Storm: 3.50 inches, 100 year-24 hour, SCS Type II
Hydrograph Convolution Interval: 0.1 hr
GENERAL INPUT TABLE
----------------------
To Seq.
J B S #
1 1 2 1
1 1 3 1
1 1 4 1
1 2 2 1
2 1 1 1
2 1 2 1
2 1 3 1
2 1 4
2 2 2
2 2 3
2 2 4
3 1 1
3 1 2
3 1 3
3 2 2
3 2 3
4 1 1
4 1 2
4 2 2
4 2 3
Detailed Between Structure Routing:
Land Flow Segment Muskingum
Condition Distance Slope Velocity Time K X
(ft) ($) (fps) (hr) (hr)

8 700.22 2.50 4.74 0.04 0.040 0.368
8 800.25 2.50 4.74 0.05 0.046 0.368
8 450.14 2.50 4.74 0.03 0.026 0.368
8 600.19 2.50 4.74 0.04 0.035 0.368
1
1
1
1
1
1
1
1
1
1
1
1
1
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
300.06 2.00 4.24 0.02 0.019 0.356
1900.00 0.15 1.16 0.45 0.454 0.202
601.04 5.90 7.29 0.02 0.022 0.405
700.00 0.15 1.16 0.17 0.167 0.202
1200.00
---------- 0.15
-
----- 1.16
------- 0.29
------ 0.286
--------- 0.202
------
1008.41 --
13.00 --
10.82 --
0.03 0.025 0.432
302.52 13.00 10.82 0.01 0.007 0.432
200.00 0.15 1.16 0.05 0.047 0.202
905.53
-
-------- 11.10
-- 9.99
------- 0.03
-
---- 0.025
--------- 0.427
------
-
50.31 ------
11.10 -
9.99 ---
-
0.00 0.001 0.427
1500.30 2.00 4.24 0.10 0.098 0.356
1200.24 2.00 4.24 0.08 0.078 0.356
80.02
---------- 2.00
---- 4.24
------- 0.01 0.005
---
-- 0.356
------
904.49
---------- ----
10.00
-
- -
9.49
-------- ---------
0.03
--- -
---
0.026
--------- 0.424
------
600.03
----- ----
-
1.00 -
3.00 ------
0.06 0.055
----
--- 0.315
------
-----
600.03 --------
1.00 --------
3.00 ---------
0.06 --
0.055 0.319