Attachment_3,_Reference_to_Certified_Plans.pdf
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OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS
UPPER POOL (ELEV 682.0) ARE DUE TO GATE
HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.
HIGHER THAN NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.
WERE CORRECTED.
WAS SCREENED AND INACCURATE DATA VALUES
DATA. THE RAW NAVIGATION DATA FROM THE FIELD
BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.
670.0 FEET NGVD29.
ZERO ELEVATION OF THE UPPER POOL GAGE IS
AND AN ELEVATION OF 682.0 FEET NGVD29. THE
PROJECT UPPER POOL IS A STAGE OF 12.0 FEET 3.
THE ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 686 FEET, 2.
AND DAM.
OF ENGINEERS RECORDS AT MONTGOMERY LOCKS
DAILY AVERAGE VALUES COMPUTED FROM CORPS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.
NOTES:
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2002 2003
L A
K O
W S
K
S Z
K
IE
S K
Y
IN MEASURED POOL ELEVATIONS.
OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS
UPPER POOL (ELEV 682.0) ARE DUE TO GATE
HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.
HIGHER THAN NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.
WERE CORRECTED.
WAS SCREENED AND INACCURATE DATA VALUES
DATA. THE RAW NAVIGATION DATA FROM THE FIELD
BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.
670.0 FEET NGVD29.
ZERO ELEVATION OF THE UPPER POOL GAGE IS
AND AN ELEVATION OF 682.0 FEET NGVD29. THE
PROJECT UPPER POOL IS A STAGE OF 12.0 FEET 3.
THE ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 686 FEET, 2.
AND DAM.
OF ENGINEERS RECORDS AT MONTGOMERY LOCKS
DAILY AVERAGE VALUES COMPUTED FROM CORPS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.
NOTES:
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2007 2008
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K O
W S
K
S Z
K
IE
S K
Y
IN MEASURED POOL ELEVATIONS.
OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS
UPPER POOL (ELEV 682.0) ARE DUE TO GATE
HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.
HIGHER THAN NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.
WERE CORRECTED.
WAS SCREENED AND INACCURATE DATA VALUES
DATA. THE RAW NAVIGATION DATA FROM THE FIELD
BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.
670.0 FEET NGVD29.
ZERO ELEVATION OF THE UPPER POOL GAGE IS
AND AN ELEVATION OF 682.0 FEET NGVD29. THE
PROJECT UPPER POOL IS A STAGE OF 12.0 FEET 3.
THE ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 686 FEET, 2.
AND DAM.
OF ENGINEERS RECORDS AT MONTGOMERY LOCKS
DAILY AVERAGE VALUES COMPUTED FROM CORPS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.
NOTES:
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B
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2010 2011
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N
L A
K O
W S
K
S Z
K
IE
S K
Y
IN MEASURED POOL ELEVATIONS.
OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS
UPPER POOL (ELEV 682.0) ARE DUE TO GATE
HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.
HIGHER THAN NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.
WERE CORRECTED.
WAS SCREENED AND INACCURATE DATA VALUES
DATA. THE RAW NAVIGATION DATA FROM THE FIELD
BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.
670.0 FEET NGVD29.
ZERO ELEVATION OF THE UPPER POOL GAGE IS
AND AN ELEVATION OF 682.0 FEET NGVD29. THE
PROJECT UPPER POOL IS A STAGE OF 12.0 FEET 3.
THE ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 686 FEET, 2.
AND DAM.
OF ENGINEERS RECORDS AT MONTGOMERY LOCKS
DAILY AVERAGE VALUES COMPUTED FROM CORPS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.
NOTES:
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1995 1996
1997 1998
L A
K O
W S
K
S Z
K
IE
S K
Y
IN MEASURED POOL ELEVATIONS.
OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS
LOWER POOL (ELEV 664.5) ARE DUE TO GATE
HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.
HIGHER THAN NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.
WERE CORRECTED.
WAS SCREENED AND INACCURATE DATA VALUES
DATA. THE RAW NAVIGATION DATA FROM THE FIELD
BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.
652.5 FEET NGVD29.
ZERO ELEVATION OF THE LOWER POOL GAGE IS
AND AN ELEVATION OF 664.5 FEET NGVD29. THE
PROJECT LOWER POOL IS A STAGE OF 12.0 FEET 3.
THE ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 682 FEET, 2.
AND DAM.
OF ENGINEERS RECORDS AT MONTGOMERY LOCKS
DAILY AVERAGE VALUES COMPUTED FROM CORPS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.
NOTES:
F E
B
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NUMBER
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SHEET
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2002 2003
L A
K O
W S
K
S Z
K
IE
S K
Y
IN MEASURED POOL ELEVATIONS.
OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS
LOWER POOL (ELEV 664.5) ARE DUE TO GATE
HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.
HIGHER THAN NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.
WERE CORRECTED.
WAS SCREENED AND INACCURATE DATA VALUES
DATA. THE RAW NAVIGATION DATA FROM THE FIELD
BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.
652.5 FEET NGVD29.
ZERO ELEVATION OF THE LOWER POOL GAGE IS
AND AN ELEVATION OF 664.5 FEET NGVD29. THE
PROJECT LOWER POOL IS A STAGE OF 12.0 FEET 3.
THE ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 682 FEET, 2.
AND DAM.
OF ENGINEERS RECORDS AT MONTGOMERY LOCKS
DAILY AVERAGE VALUES COMPUTED FROM CORPS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.
NOTES:
F E
B
Z A
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S O
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2007 2008
L A
K O
W S
K
S Z
K
IE
S K
Y
IN MEASURED POOL ELEVATIONS.
OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS
LOWER POOL (ELEV 664.5) ARE DUE TO GATE
HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.
HIGHER THAN NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.
WERE CORRECTED.
WAS SCREENED AND INACCURATE DATA VALUES
DATA. THE RAW NAVIGATION DATA FROM THE FIELD
BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.
652.5 FEET NGVD29.
ZERO ELEVATION OF THE LOWER POOL GAGE IS
AND AN ELEVATION OF 664.5 FEET NGVD29. THE
PROJECT LOWER POOL IS A STAGE OF 12.0 FEET 3.
THE ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 682 FEET, 2.
AND DAM.
OF ENGINEERS RECORDS AT MONTGOMERY LOCKS
DAILY AVERAGE VALUES COMPUTED FROM CORPS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.
NOTES:
682.0
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AS-AWARDED CERTIFIED FINAL
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Y D
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V-6118
-2
IN
C L
U S
IV
E
E L
E V
A T
IO
N
E L
E V
A T
IO
N
E L
E V
A T
IO
N
2010 2011
E L
E V
A T
IO
N
L A
K O
W S
K
S Z
K
IE
S K
Y
IN MEASURED POOL ELEVATIONS.
OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS
LOWER POOL (ELEV 664.5) ARE DUE TO GATE
HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.
HIGHER THAN NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.
WERE CORRECTED.
WAS SCREENED AND INACCURATE DATA VALUES
DATA. THE RAW NAVIGATION DATA FROM THE FIELD
BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.
652.5 FEET NGVD29.
ZERO ELEVATION OF THE LOWER POOL GAGE IS
AND AN ELEVATION OF 664.5 FEET NGVD29. THE
PROJECT LOWER POOL IS A STAGE OF 12.0 FEET 3.
THE ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 682 FEET, 2.
AND DAM.
OF ENGINEERS RECORDS AT MONTGOMERY LOCKS
DAILY AVERAGE VALUES COMPUTED FROM CORPS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.
NOTES:
E L
E V
A T
IO
N
F E
B
Z A
IT
S O
F F
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
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IS
T R
H
IO
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IV
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M O
N T
G O
M E
R Y L
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K S A
N D D
A M
D A
M G
A T
E I
N S
T A
L L
A T
IO
N
P
IT
T S
B U
R G
H P
A W
W N
B
AS-AWARDED CERTIFIED FINAL
W
W N
C
P W
P :d m s
L M
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V .d g n
H
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D R
S T
J
U N
:4
L M
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V .d g n
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D U
R A
T
IO
N A
N D D
IS
C H
A R
G E C
U R
V
V-6119
2. PERIOD OF RECORD - WY1995 THRU WY2013.
RECORDS AT MONTGOMERY LOCKS AND DAMS.
VALUES, COMPUTED FROM CORPS OF ENGINEERS
1. ELEVATION DURATIONS ARE BASED ON DAILY AVERAGE
NOTES:
PERCENT OF TIME EXCEEDED
E L
E V
A T
IO
N
F
E
N G
V D
MONTGOMERY LOCKS AND DAM UPPER AND LOWER POOL DURATION
UPPER POOL
LOWER POOL
E L
E V
A T
IO
N
F
E
N G
V D
DISCHARGE (1000’S CFS)
MONTGOMERY LOCKS AND DAM RATING CURVE
UPPER POOL
LOWER POOL
UPPER POOL
LOWER POOL
RESTRICTED
LOWER POOL
GATES FULL OPEN
UPPER POOL ALL
TWO GATES RESTRICTED
ONE GATE CLOSED
UPPER POOL
POOL ELEV. 682.0
PROJECT UPPER
0 100 200 300 400 500 600
0 10 20 30 40 50 60 70 80 90 100
L A
K O
W S
K I
R
T Y
S Z
K
IE
S K
Y
ELEV 664.5
PROJECT LOWER POOL
F E
B
Z A
IT
S O
F F
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
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N S
T A
L L
A T
IO
N
P
IT
T S
B U
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H P
A W
W N
B
AS-AWARDED CERTIFIED FINAL
W
W N
C
| LMOO_314_V-6111 |
| LMOO_314_V-6112 |
| LMOO_314_V-6113 |
| LMOO_314_V-6114 |
| LMOO_314_V-6115 |
| LMOO_314_V-6116 |
| LMOO_314_V-6117 |
| LMOO_314_V-6118 |
| LMOO_314_V-6119 |
| 0-LMO_20-18.2 |
| 0-LMO_20-19.3 |
| 0-LMO_20-20.1 |
| 0-LMO_20-21.2 |
| 0-LMO_20-22.2 |
| 0-LMO_20-23.1 |
| 0-LMO_20-24.2 |
| 0-LMO_20-27.2 |
| 0-LMO_20-28.2 |
| 0-LMO_20-32.1 |
| 0-LMO_20-33.1 |
| 0-LMO_20-39.2 |
| 0-LMO_20-40.2 |
| 0-LMO_20-50 |
| ORB-2-1 Sheet 1 |
| ORB-2-1 Sheet 2 |
| ORB-2-1 Sheet 3 |
| ORB-2-1 Sheet 4 |
| ORB-2-1 Sheet 5 |
| ORB-2-1 Sheet 6 |
| ORB-2-1 Sheet 8 |
| ORB-2-1 Sheet 9 |
| ORB-2-1 Sheet 10 |
| ORB-2-1 Sheet 11 |
| ORB-2-1 Sheet 12 |
| ORB-2-1 Sheet 13 |
| ORB-2-1 Sheet 14 |
| ORB-2-1 Sheet 15 |
| ORB-2-1 Sheet 25 |
| ORB-2-1 Sheet 26 |
File details come from the government source that posted it.