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

Z1 1 300.20 62 M 0.708 0.000 0.000 0.0 0.85 1.06
Type: Null Label: CHANNEL 9
21 Structure 300.20 0.85
Total IN/OUT 300.20 _____y___0_85~__ 1~
^ li 1
^li Structure
13.40 62 M 0.081 0.000 0.000 0.0 0.04 0.05
Type: Null Label: CHANNEL 1 UPPER
13.40 16.85
11 Total IN/OUT 887.50 16.85 119.85

it to 411 Routing 0.060 0.389

21 1 83.50 62 M 0.300 0.279 0.372 0.0 0.24 0.30
21 2 427.30 62 M 0.643 0.000 0.000 0.0 1.21 1.51
Type: Null Label: CHANNEL 3 AND 5
21 Structure 510.80 1.45
21 Total IN/OUT 510.80 1.45 1.81
--
11 -------------
1 - ------
55.30 -----
62 ---
M --------------
0.196 0.000 ---------
0.000 -----
0.0 -------
0.16 -------
0.20
Type: Null Label: CHANNEL 1 MIDDLE
11 Structure 55.30 18.45
11 Total IN/OUT 1453.60 18.45 114.72

11 ~0 511 Routing 0.134 0.372

1 35.00 62 M O.11Z 0.632 0.297 0.0 0.10
2 194.20 62 M 0.379 1.014 0.287 0.0 0.55
:iZ 3 1018.80 70 M 1.882 0.000 0.000 0.0 11.76 18.98
Type: Null Label: CHANNEL 1 LOWER
;12 Structure 1248.00 30.86
.12 Total IN/OUT 2701.60 30.86 114.04
ill to 512 Routing 0.138 0.287
NOTES:
]4, B2, S1, SWl Watershed includes SII PM- 3, SII PM-I8, and SII PM-19 drainage basins.
Peak flow < I.0 cfs. Channels designed to minimum 1 cfs flow.
J5, BI, 52, SWl Watershed includes SII PM-2 and SII PM-23 drainage basins. Peak flow <
].0 cfs. Channels designed to rrunimum 1 cfs flow.
J5, Bl, 52, SW2 Watershed includes SII PM-l0and SII PM-22drainage basins. Peak flow < •
1.0 cfs. Channels designed to minimum 1 cfs flow.
'}-~2-I6
Revised 08/04/98