W912ES23B0009 Wilds Bend Stabilization PLANS 28Sep23.pdf
PDF 27 MB Posted
- Attached to
- Wilds Bend Stabilization Construction Project Federal contract opportunity
- Solicitation number
- W912ES23B0009
About this file
This document outlines a federal contract opportunity for stabilization construction work. The Department of the Army Corps of Engineers Engineering District St Paul is soliciting proposals under solicitation number W912ES23B0009 for the Wilds Bend Stabilization Construction Project. Interested parties should review the attached 27MB PDF file containing the project plans dated September 28, 2023. Proposals are due based on the solicitation requirements for construction services to stabilize the Wilds Bend area. This contract aims to award a vendor to perform the specified stabilization work by established deadline(s).
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912ES23B0009 Bid Abstract - Wilds Bend 31Oct23.pdf | ||
| W912ES23B0009-0002 Wilds Bend Stabilization - Spec Change WD Update 25Oct23.pdf | ||
| W912ES23B0009-0001 Wilds Bend Stabilization - Bidder Inquiry Key 29Sep23.pdf | ||
| W912ES23B0009 Wilds Bend Stabilization SPECS 28Sep23.pdf |
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Text version
KNOFF.MICHAEL.RI
CHARD.1231198497
Digitally signed by
KNOFF.MICHAEL.RICHARD.123
1198497 Date: 2023.09.22 16:49:03 -05'00'
SENTZ.JAMES.D.
1231191743
Digitally signed by
SENTZ.JAMES.D.1231191743
Date: 2023.09.22 16:11:08 -05'00'
BEHLING.CHRISTOPHE
R.W.1230533535
Digitally signed by
BEHLING.CHRISTOPHER.W.1230533535
Date: 2023.09.22 13:18:55 -05'00'
Digitally signed by Kari Hauck Date: 2023.09.22 11:31:57 -05'00'
LEVINE.ANTHONY.M.1538731230
Digitally signed by LEVINE.ANTHONY.M.1538731230
DN: CN=LEVINE.ANTHONY.M.1538731230, OU=USA,
OU=PKI, OU=DoD, O=U.S. Government, C=US Date: 2023.09.22 11:03:59-05'00'
W
2E S2
3B
W912ES23B0009
2018 2019 2020 2021 2022 2023
20,000
40,000
60,000
80,000
100,000
120,000
140,000
160,000
180,000
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
FL
O
W I
N C
FS
2013 2014 2015 2016 2017 2018
20,000
40,000
60,000
80,000
100,000
120,000
140,000
160,000
180,000
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
FL
O
W I
N C
FS
WILD'S BEND BANK STABILIZATION
MISSISSIPPI RIVER
DAILY FLOW HYDROGRAPHS
JANUARY 01 - DECEMBER 31
2013 - 2022
SHEET NUMBER: 1 of 6
LOCK AND DAM 5A
HYDROLOGIC INFORMATION
2018 2019 2020 2021 2022 2023
20,000
40,000
60,000
80,000
100,000
120,000
140,000
160,000
180,000
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
FL
O
W
C
FS
2013 2014 2015 2016 2017 2018
20,000
40,000
60,000
80,000
100,000
120,000
140,000
160,000
180,000
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
FL
O
W
C
FS
Notes:
1. The daily flow hydrographs are based on data collected by the U.S. Army Corps of Engineers at Lock and Dam 5a. There are 64 years of record (1959-2022). The highest recorded flow occurred on April 19, 1965 (266,000 cfs).
2. These daily flow hydrographs are based on the best information available. These daily flow hydrographs represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
WILD'S BEND BANK STABILIZATION
MISSISSIPPI RIVER
FLOW DURATION CURVES
JANUARY - JUNE
1959 - 2022
SHEET NUMBER: 2 of 6
LOCK AND DAM 5A
HYDROLOGIC INFORMATION
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MAY
Notes:
1. The monthly flow duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 5a daily flow data for the period January 1959 through December 2022. The 1965 event (266,000 cfs peak) is the flood of record.
2. These flow duration curves are based on the best information available. These flow duration curves represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
FLOW DURATION CURVES
JULY - DECEMBER
1959 - 2022
SHEET NUMBER: 3 of 6
LOCK AND DAM 5A
HYDROLOGIC INFORMATION
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
NOVEMBER
Notes:
1. The monthly flow duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 5a daily flow data for the period January 1959 through December 2022. The 1965 event (266,000 cfs peak) is the flood of record.
2. These flow duration curves are based on the best information available. These flow duration curves represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
2018 2019 2020 2021 2022 2023
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
2013 2014 2015 2016 2017 2018
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
WILD'S BEND BANK STABILIZATION
MISSISSIPPI RIVER
DAILY POOL ELEVATION HYDROGRAPHS
JANUARY 01 - DECEMBER 31
2013 - 2022
SHEET NUMBER: 4 of 6 LOCK AND DAM 5a
HYDROLOGIC INFORMATION
2018 2019 2020 2021 2022 2023
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
2013 2014 2015 2016 2017 2018
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
Notes:
1. The daily pool elevation hydrographs are based on data collected by the U.S. Army Corps of Engineers at Lock and Dam 5a. There are 89 years of record (1934-2022). The highest recorded pool elevation occurred on April 19, 1965 (663.3 feet).
MSL 1912 - 0.42 ft = NAVD 88 at Lock and Dam 5a.
2. These daily pool elevation hydrographs are based on the best information available. These daily pool elevation hydrographs represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
POOL DURATION CURVES
JANUARY - JUNE
1960 - 2022
SHEET NUMBER: 5 of 6 LOCK AND DAM 5a
HYDROLOGIC INFORMATION
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MAY
Notes:
1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 5a daily pool elevation data for the period January 1960 through December 2022. MSL 1912 - 0.42 ft = NAVD 88 at Lock and Dam 5a. Note pool elevation data exists prior to 1960 but was not used to compute duration curves due to a change in operation that occurred in 1959.
2. These elevation duration curves are based on the best information available. These elevation duration curves represent the period 1960-2022, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
POOL DURATION CURVES
JULY - DECEMBER
1960 - 2022
SHEET NUMBER: 6 of 6 LOCK AND DAM 5a
HYDROLOGIC INFORMATION
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N I
N F
EE
T
(N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
NOVEMBER
Notes:
1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 5a daily pool elevation data for the period January 1960 through December 2022. MSL 1912 - 0.42 ft = NAVD 88 at Lock and Dam 5a. Note pool elevation data exists prior to 1960 but was not used to compute duration curves due to a change in operation that occurred in 1959.
2. These elevation duration curves are based on the best information available. These elevation duration curves represent the period 1960-2022, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
| WBSTAB_SIGN_21SEPT2023.pdf |
| WBSTAB_G-001 |
| WBSTAB_G-002 |
| WBSTAB_G-003 |
| WBSTAB_GC101 |
| WBSTAB_C-101 |
| WBSTAB_C-301 |
| WBSTAB_C-601 |
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