Mar 09, 2016
2011 Navigation Chart Folio
ATCHAFALAYA RIVERAND OUTLETS TO GULF OF MEXICO
Desktop Edition
Atchafalaya 18Bayou Current 10Bayou Vista 36Berwick 35 & 36Butte La Rose 19Coon 10Elba 10Elba 10Goodwood 11
Neita 9Odenburg 8Patterson 36 & 37Sherburne 14Simmesport 7Webbv10Woodside 9Woodside 9Wyandotte 35
Gordon 9Idlewild 36 & 37Jacoby 8Krotz Springs 13Legonier 7McCrea 9Melville 11Melville 11Morgan City 35
!
!
!
!
!
315
I E N C L I M I T
I EN C L
I MI T
LS 502+7
7.41
LS 456+37.11
LS 435+63.26
LS 410+49.57
LS 329+94.57
LS 25
0+79
.63
LS 37
2+62
.28
LS 286+82.82
OUTF
LOW
CHA
NNEL
M ISS ISS IPPI RIVER
Po i n tBr e e ze
Gl e n d a l eP l a n ta t i o n
L OWSI L L
ST R U C T U RE
OV E R B A NKST R U C T U RE
STA MP SL AN D IN G
KN O XL AN D IN G
FO RT A D A M SL AN D IN G
¬«15
¬«15
Three Rivers WildlifeManagement Area
C O N C O R D I A P A R I S H
W I L K I N S O N C O U N T YM I S S I S S I P P I
L O U I S I A N A
2010 SCALE = 1:40,000
ATCHAFALAYA RIVER MISSISSIPPI VALLEY DIVISIONU.S. ARMY CORPS OF ENGINEERS
CM Y K
0.5 0 0.5 10.25 Kilometers0.5 0 0.5 10.25 -0.25 -0.75 Miles CHART NO. 1
Imagery: Atch Ortho 2009NAIP 2010
³
Ç
Ç
Ç
Ç
Ç
Ç
Ç
Ç
Ç
Ç
Ç
Ç
Ç
Ç
Ç
Ç
Ç
Ç
ÇÇ
Ç
ÇÇ ÇÇ ÇÇÇ Ç
Ç
Ç
Ç
Ç
<
<
<
<
<
<
<
<
<
<
<
<
<
< <
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
d6
d6
d6
d6
d6
d6
d6
d 6 d6
-(
-(
-(
-(
- (
-(
-(
-(
-(
-(
-(
-(
-(
-(
- (
- (
- (
-(
-(
-(
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
310
315
I E N C L I M I T
I EN C L
I MI T
I E N C L I M I T
IEN
C
LIM
I T
LS 546+6
5.05
LS 517+8
2.43LS 50
2+77.4
1
LS 456+37.11
LS 435+63.26
LS 410+49.57
LS 329+94.57
LS 25
0+79.
63
LS 658+20.35
LS 620+67.45
LS 576+4
3.64
LS 37
2+62
.28
LS 286+82.82
91°37'30"W 91°37'30"W
91°35'00"W 91°35'00"W
31°05
'00"N
31°05
'00"N
OUTF
LOW
CHA
NNEL
MISS ISSIPPI RIVER
Po in tBreeze
Glenda lePlan ta t i on
LOWSI LL
STRUCTURE
OVERBANKSTRUCTURE
STAMPSLANDING
KNOXLANDING
FORT ADAMSLANDING
POINT BREEZE REVETM
ENT
COOCHIE REVETMENT
AUXI
L IARY
INFL
OW CHANNEL R
EVETMENT
LOW S ILL OUTFLOW CHANNEL REVET MENT
LOW SILL INFLOW CHANNELRIGHT DESCENDING
BANK REVETMENT
AUXILIARY OUTFLOWCHANNEL REVETMENT
LOW SILL INFLOW CHANNELLEFT DESCENDING BANK REVETMENT
LOW SILL OUTFLOW CHANNEL REVE TMENT
Vicksb
urg Engi
neer D
istrict
New Orleans
Enginee
r Distr
ict
Vicks
burg
Engin
eer D
istric
t
New
Orlea
ns En
ginee
r Dist
rict
Sidney A Murray Jr.HydroelectricPower Plant
¬«15
¬«15
Three Rivers WildlifeManagement Area
C O N C O R D I A P A R I S H
W I L K I N S O N C O U N T YM I S S I S S I P P I
L O U I S I A N AC-35 02075
C-30 02015
C-40 02020C-45 02080
C-50 02025C-55 02085
C-60 02030 C-65 02090
MISSISSIPPI RIVER,KNOX LANDING
01080
OLD R
IVER A
UX. IN
FLOW
CHAN
NEL N
EAR KN
OX LANDING 02
200
OLD RIVER AUX.OUTFLOW CHANNELNEAR KNOX LANDING
02210
OLD RIVER OUTFLOWCHANNEL NEAR KNOX
LANDING 02100
OLD RIVER INFLOWCHANNEL NEAR KNOX
LANDING 02050
OLD RIVEROUTFLOWCHANNEL
02600
Black Hawk Point Lt. (316.0)
"DBN DEST" - Fort Adams Lt. (311.4)
Old River Control Structure Lt. (314.5)
Point Breeze Lt. (311.5)
Red Buoy (31.2)
Red Buoy (312.5)
Red Buoy (313.0)
Green Buoy (311.0)
2010 SCALE = 1:40,000
ATCHAFALAYA RIVER MISSISSIPPI VALLEY DIVISIONU.S. ARMY CORPS OF ENGINEERS
C M Y K
0.5 0 0.5 10.25 Kilometers0.5 0 0.5 10.25 -0.25 -0.75 Miles CHART NO. 1
³ Very Dangerous currents in and near beginningof inflow channels when structures are in operation.Flashing amber lights and horns are located on thesouth points of the inflow channels of the Low Silland Auxiliary structures. The inflow channels areNOT navigable channels, therefore, under nocircumstances should any vessel attempt to enter.Tows and other vessels should navigate as far aspossible from this area and as close to the leftdescending bank of the Mississippi River as safetywill permit.
C A U T I O NOLD RIVER CONTROL STRUCTURES
Very Dangerous currents in and near beginningof inflow channels when structures are in operation.Flashing amber lights and horns are located on thesouth points of the inflow channels of the Low Silland Auxiliary structures. The inflow channels areNOT navigable channels, therefore, under nocircumstances should any vessel attempt to enter.Tows and other vessels should navigate as far aspossible from this area and as close to the leftdescending bank of the Mississippi River as safetywill permit.
C A U T I O NSIDNEY A. MURRAY, JR. HYDROELECTRIC STATION