2008-01-16_PERMIT FILE - C1994082 ‎(3)‎

• Permit No: C1994082
• IBM Index Class Name: Permit File
• Doc Date: 1/16/2008
• Doc Name: Dragline Deadhead Route Channel Reconstruction
• Section_Exhibit Name: Tab 13 Attachment 13-10 Figure 13-10.5
• Media Type: M
• Archive: No

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LOW WATER / �\ No
CROSSING -
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D ADHEAD J r
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MAIN CHANNEL -
SCALE
1000 0 500 1000
CONTOUR INTERVAL = 20 FEET
1
65351
FRENCH DRAIII
OUTLET
i
I e�nn
65251
0 +00
4 +00 6 +00 8 +00
2 +00
HORIZONTAL SCALE 1' cc 100'
VERTICAL SCALE 1' cc 10'
INVERT OF
CHANNEL
LUTUU
a�•va'
f SEEP
i
STATION 4 +19
6' ROCK
COVER WIT
C350 TURF C350 TURF
REINFORCEMENT MAT REINFORCEMENIMAT
ANCHORED IN ANCHORED IN
CHANNEL BED CHANNEL BED
0
20'
LOW—WATER CROSSING SECTION
NOT TO SCALE
TYPICAL GRASS —LINED CROSS— SECTIQV
NOT TO SCALE
SEN_ Eng\ JohnC \WEINMAN \TR- 36 \DEADHEAD.dwg
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32 1
SEEP REPAIR PLAN
NOT TO SCALE
T6N \ _
T5N
DakRne Deadhead Channel Section Recortrvatioo
Schedule
100 -Year 24 Hour Stores Event
Section
Peak
Bottom Width
Side Slope
Channel Slope
Velndty
Plow Depth
Toad Depth
Clotted
DiKINUF
(fast)
(R:1V)
I%)
(fps)
(legit)
(fat)
tining'
e6
Reconstructed
180
20
3.0
0.6
4.2
15
2.8
Grass-lined w/
Section
TRM along toe
of side sl
Low -water
180
20
5.0
0.6
4.3
1.6
1.9
Rock: D =4.5
Crasstng
i nches,
Notes: 1) Velocity value based on Stability CIS D.
2) Flow depth value based on Capacity Class B.
3) Total depth includes 0.3 feet for freeboard
4 Ri D sized using PADER Method plas fl r inches
LEGEND
PERMIT BOUNDARY
WATERSHED
SURFACE CONTOUR
.s,
V
18406 `.
t:
PROFESSIONAL E NGINEERS STATEMENT
l state that this map was prepared
under my supervision and all the
information presented hereon is true
and correct to the best of my
knowledge and information.
Date David A. Hettinger CO P.E. 18406
2.0'
LRENCH DRAIN
NOT TO SCALE