W912ES20R0002 Plan Set 29-47.pdf
PDF 4 MB Posted
- Attached to
- Pigs Eye Islands Federal contract opportunity
- Solicitation number
- W912ES20R0002
About this file
This Request for Proposal solicits proposals for the Pigs Eye Lake CAP 204 Project to construct up to six islands, sand benches, marsh habitat, and terrestrial plantings in Pigs Eye Lake, Minnesota. The project aims to improve aquatic and terrestrial habitat and maintain shorelines. The U.S. Army Corps of Engineers, St. Paul District, seeks proposals for construction valued between $10-25 million. The North American Industry Classification System code is 237990 for other heavy and civil engineering construction with a size standard of $39.5 million. The resulting contract will be firm-fixed-price. The solicitation is a total small business set-aside, and proposal submission instructions are in specification section 00 10 00. Offerors must check beta.SAM.gov for solicitation updates and register in SAM, have an active account, and complete representations and certifications prior to award.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A22 W912ES20R0002 0004 Solicitation Amendment.pdf | ||
| A22 W912ES20R0002 0003 Solicitation Amendment.pdf | ||
| PigsEye_2ndRevisedSection_35_20_23.40_13.pdf | ||
| ExTopo_2019Nov.txt | TXT text file | |
| ExTopo2015Oct.txt | TXT text file | |
| PigsEye_Tables.xlsx | XLSX spreadsheet | |
| PigsEye_RevisedSection_01_14_00.00_13.pdf | ||
| 2019_PigsEyeTurbidity.xlsx | XLSX spreadsheet | |
| PigsEye_RevisedSection_35_20_23.40_13.pdf | ||
| A22 W912ES20R0002 0002 Solicitation Amendment.pdf | ||
| A22 W912ES20R0002 0001 Solicitation Amendment.pdf | ||
| W912ES20R0002 Plan Set 24-25.pdf | ||
| Attachment 1 - Past Performance Questionnaire.docx | DOCX document | |
| W912ES20R0002 Plan Set 26-28.pdf | ||
| W912ES20R0002 Plan Set 14-23.pdf | ||
| W912ES20R0002 Plan Set 1-5.pdf | ||
| Attachment 2 - Small Business Participation Commitment Plan.docx | DOCX document | |
| W912ES20R0002 Plan Set 6-13.pdf | ||
| W912ES20R0002 Solicitation and Specifications.pdf |
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Text version
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
TOP OF SAND BRIDGE
TOP OF SAND BRIDGE
TOP OF SAND BRIDGE
TOP OF SAND BRIDGE
TIE INTO ISLAND 7
B7T6 0+00.00 EL. 689.60',
TIE INTO ISLAND 6
B7T6 0+00.00 EL. 689.60',
TIE INTO ISLAND 5
B5T7 0+00.00 EL. 689.60',
TIE INTO ISLAND 7
B7T6 3+17.66 EL. 689.60',
TIE INTO ISLAND 3
B3T4 0+00.00 EL. 689.60',
TIE INTO ISLAND 4
B3T4 3+37.48 EL. 689.60',
TIE INTO ISLAND 1
B1T5 0+00.00 EL. 689.60',
TIE INTO ISLAND 5
B3T4 3+70.87 EL. 689.60',
GRANULAR FILL
GRANULAR FILL
GRANULAR FILL
GRANULAR FILL
P
E I2
C S d g n
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G E
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ID
S T P
A U
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IS
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IV
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/2
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A R
M Y C
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P S O
F E
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CS202
B D
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B D
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N A
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P C
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L A
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D1
SCALE: HORIZONTAL: 1" = 20', VERTICAL: 1" = 10'
C1
PROFILE - SAND BRIDGE FROM ISLAND 5 TO ISLAND 7
SCALE: HORIZONTAL: 1" = 20', VERTICAL: 1" = 10'
B1
PROFILE - SAND BRIDGE FROM ISLAND 3 TO ISLAND 4
SCALE: HORIZONTAL: 1" = 20', VERTICAL: 1" = 10'
A1
PROFILE - SAND BRIDGE FROM ISLAND 1 TO ISLAND 5
SCALE: HORIZONTAL: 1" = 20', VERTICAL: 1" = 10'
PROFILE - SAND BRIDGE FROM ISLAN 7 TO ISLAND 6 - OPTION
CIVIL NOTES: THIS SHEET ONLY
AND PAD GRANULAR MATERIAL SHALL BE USED FOR ISLAND CONSTRUCTION.
GRADE ELEVATION AFTER CONSTRUCTION. THE SAND PLUG, BRIDGE,
SAND PLUGS, BRIDGES, AND PADS SHALL BE REMOVED TO EXISTING 1.
P O
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S T P
A U
L
M N
W E
S
R
-0+20 B1T5 0+00 B1T5 0+20 B1T5 0+40 B1T5 0+60 B1T5 0+80 B1T5 1+00 B1T5 1+20 B1T5 1+40 B1T5 1+60 B1T5 1+80 B1T5 2+00 B1T5 2+20 B1T5 2+40 B1T5 2+60 B1T5 2+80 B1T5 3+00 B1T5 3+20 B1T5 3+40 B1T5 3+60 B1T5 3+80
STATION
-0+20 B3T4 0+00 B3T4 0+20 B3T4 0+40 B3T4 0+60 B3T4 0+80 B3T4 1+00 B3T4 1+20 B3T4 1+40 B3T4 1+60 B3T4 1+80 B3T4 2+00 B3T4 2+20 B3T4 2+40 B3T4 2+60 B3T4 2+80 B3T4 3+00 B3T4 3+20 B3T4 3+40
STATION
-0+20 B5T7 0+00 B5T7 0+20 B5T7 0+40 B5T7 0+60 B5T7 0+80 B5T7 1+00 B5T7 1+20 B5T7 1+40 B5T7 1+60 B5T7 1+80 B5T7 2+00 B5T7 2+20 B5T7 2+40 B5T7 2+60 B5T7 2+80 B5T7 3+00 B5T7 3+20
STATION
-0+20 B7T6 0+00 B7T6 0+20 B7T6 0+40 B7T6 0+60 B7T6 0+80 B7T6 1+00 B7T6 1+20 B7T6 1+40 B7T6 1+60 B7T6 1+80 B7T6 2+00 B7T6 2+20 B7T6 2+40 B7T6 2+60
STATION
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps
Sheet
EL. 692.60'
STA. I1 2+71.00
EL. 692.60'
STA. I1 6+74.09
EL. 692.60'
STA. I3 0+50.00
EL. 692.60'
STA. I4 0+00.00
EL. 692.60'
STA. I3 4+76.30
EL. 692.60'
STA. I4 1+33.19
TOP OF ISLAND
TOP OF ISLAND
ISLAND
TOP OF
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
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/2
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P S O
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CS203
B D
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P R
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CIVIL NOTES: THIS SHEET ONLY
OF THE ISLAND, NOT THE ELEVATION ALONG THE ALIGNMENT.
THE TOP OF ISLAND GRADE REPRESENTS THE MAX HEIGHT1.
P
IG
S E
Y E I S
L A
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S
D1
PROFILE - TOP OF ISLAND 1
SCALE: HORIZONTAL: 1" = 100', VERTICAL: 1" = 10'
B1
PROFILE - TOP OF ISLAND 3
SCALE: HORIZONTAL: 1" = 100', VERTICAL: 1" = 10'
A1
PROFILE - TOP OF ISLAND 4
SCALE: HORIZONTAL: 1" = 100', VERTICAL: 1" = 10'
P O
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W E
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2+00 I1 3+00 I1 4+00 I1 5+00 I1 6+00 I1 7+00
E L E
V A
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N
STATION
0+00 I3 1+00 I3 2+00 I3 3+00 I3 4+00 I3 5+00
E L E
V A
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N
E L E
V A
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N
STATION
-1+00 I4 0+00 I4 1+00 I4 2+00
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V A
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N
E L E
V A
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N
STATION
S O
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N N
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C K
D B
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2 3
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®of Engineers
US Army Corps of Engineers
US Army Corps
EL. 692.33'
STA. I5 2+20.00
EL. 692.16'
STA. I5 3+50.00
EL. 692.16'
STA. I5 4+99.86
EL. 691.60'
STA. I5 8+00.00 EL. 692.60'
STA. I5 13+50.00
EL. 689.60'
STA. I5 15+88.48
EL. 689.60'
STA. I5 22+78.28
EL. 691.60'
STA. I5 23+50.00
EL. 691.60'
STA. I5 24+52.46
EL. 691.60'
STA. I6 1+00.00
EL. 691.60'
STA. I6 2+34.46
EL. 689.60'
STA. I6 3+34.46
EL. 689.60'
STA. I6 10+50.00 EL. 691.60'
STA. I6 12+14.00
EL. 691.60'
STA. I6 19+85.46
EL. 689.60'
STA. I7 0+00.00
EL. 691.60'
STA. I7 3+65.00 EL. 692.60'
STA. I7 10+60.00
EL. 692.60'
STA. I7 15+00.00
EL. 691.60'
STA. I7 18+10.00
EL. 689.60'
STA. I7 19+76.00
EL. 689.60'
STA. I7 26+98.61
EL. 689.60'
STA. I7 2+00.00
TOP OF ISLAND
TOP OF ISLAND
TOP OF ISLAND
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
I2
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CS204
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CIVIL NOTES: THIS SHEET ONLY
OF THE ISLAND, NOT THE ELEVATION ALONG THE ALIGNMENT.
THE TOP OF ISLAND GRADE REPRESENTS THE MAX HEIGHT1.
P
IG
S E
Y E I S
L A
N D
S
A1
PROFILE - TOP OF ISLAND 5
SCALE: HORIZONTAL: 1" = 100', VERTICAL: 1" = 10'
B1
SCALE: HORIZONTAL: 1" = 100', VERTICAL: 1" = 10'
D1
PROFILE - TOP OF ISLAND 7
SCALE: HORIZONTAL: 1" = 100', VERTICAL: 1" = 10'
PROFILE - TOP OF ISLAND 6 - OPTION
P O
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W E
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2+00 I5 3+00 I5 4+00 I5 5+00 I5 6+00 I5 7+00 I5 8+00 I5 9+00 I5 10+00 I5 11+00 I5 12+00 I5 13+00 I5 14+00 I5 15+00 I5 16+00 I5 17+00 I5 18+00 I5 19+00 I5 20+00 I5 21+00 I5 22+00 I5 23+00 I5 24+00 I5 25+00
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STATION
0+00 I6 1+00 I6 2+00 I6 3+00 I6 4+00 I6 5+00 I6 6+00 I6 7+00 I6 8+00 I6 9+00 I6 10+00 I6 11+00 I6 12+00 I6 13+00 I6 14+00 I6 15+00 I6 16+00 I6 17+00 I6 18+00 I6 19+00 I6 20+00
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-1+00 I7 0+00 I7 1+00 I7 2+00 I7 3+00 I7 4+00 I7 5+00 I7 6+00 I7 7+00 I7 8+00 I7 9+00 I7 10+00 I7 11+00 I7 12+00 I7 13+00 I7 14+00 I7 15+00 I7 16+00 I7 17+00 I7 18+00 I7 19+00 I7 20+00 I7 21+00 I7 22+00 I7 23+00 I7 24+00 I7 25+00 I7 26+00 I7 27+00
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®of Engineers
US Army Corps of Engineers
US Army Corps
(TYP.)
SEE CS501
SEE NOTE 4
PLANTINGS,
WILLOW
STAGGERED
EL. 686.6
EXISTING GROUND
EL. 686.6
CONTROL LINE
ISLAND 5
1V:3H 1V:3H
EL. 688.6'
EL. 689.1'
EL. 688.6'
EL. 689.1'
ROCK GROIN
TOP OF
EL. 689.6'
EL. 689.6'
220'
GROIN
ROCK
TOP OF
EL. 689.6
TOP OF DRY BERM
689.6
BERM EL.
TOP OF DRY
687.1
TOP OF WET BERM EL.
EL. 687.1
TOP OF WET BERM
SEE PROFILE
EL. VARIES,
TOP OF ISLAND
GROINS
BETWEEN
GRANULAR FILL
SEE PLAN
BETWEEN GROINS,
GRANULAR FILL
30'10'40'VARIESVARIESVARIES40'10'20'
NOTE 1
SEED, SEE
TOPSOIL &
BERM
EXTENDED
20' 20'
(TYP.)
SEE CS501
SEE NOTE 4
PLANTINGS,
WILLOW
STAGGERED
NOTE 1
SEED, SEE
BERM FINES &
EXTENDED
12" FINES
FINES & SEED
18" FINES
FINES & SEED
12" FINES
FINES & SEED
FILL MATERIAL
GRANULAR
LENGTH VARIES
SLOPE 1V:3H,
WET BERM FILL
LENGTH VARIES
SLOPE 1V:3H,
WET BERM FILL
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STA. I4 0+00.00 - STA. I4 1+33.19
STA. I3 0+50.00 - STA. I3 4+76.30
STA. I1 2+71.00 - STA. I1 6+74.09
"A" TYPICAL SECTION
A
CIVIL NOTES: THIS SHEET ONLY
P
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L A
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B1
TYPICAL SECTION - "A"
SCALE: 1" = 10'
OR 20' FROM EDGE OF EXTENDED BERM, IF PRESENT.
WILLOW PLANTINGS SHALL BE PLACED 20' FROM EDGE OF DRY BERM4.
APPLY TO ALL LOCATIONS.
FINAL PLAN VIEWS. THE EXTENDED BERM AND GROINS DO NOT
EXTENDED BERM AND GROIN LOCATIONS ARE SHOWN ON THE3.
OF 6".
ELEVATION AS THE SURROUNDING EXTENDED BERM OR A MINIMUM
ON EXTENDED BERMS, FINES ABOVE GROINS SHALL BE THE SAME2.
18" OF FINES SHALL BE PLACED WHERE ISLAND IS HIGHER THAN 689.6.
12" OF FINES SHALL BE PLACED WITHIN DRY BERMS AND EXTEND BERM.1.
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ID
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E L E
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0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-225
E L E
V A
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CL
1V:5H1V:5H
EL. 686.6
EL. 687.1
EL. 686.6
EXISTING GROUND
EL. 689.6
ISLAND
TOP OF
EL. 686.1
EL. 684.1
24" FINES
EXCAVATE,
1V:3H
20' 15' 5' 40'
100'
1V:3H
1V:3H 1V:3H
1V:3H
1V:3H
AND EXCAVATION
INTERIOR SUBMERGED BENCH
SEE PLAN, FOR LIMITS OF
43'
EL. 689.6
EL. 688.6'
EL. 689.1
EL. 689.6
16'10'40'6'10'
82'
GROIN
TOP OF ROCK
BERM EL. 687.1
TOP OF WET
GRANULAR FILL
(EXTENDED BERM)
GRANULAR FILL BETWEEN GROINS, SEE PLAN
(TYP.)
SEE CS501
SEE NOTE 4
PLANTINGS
WILLOW
STAGGERED
12" FINES
FINES & SEED
12" FINES
FINES & SEED
NOTE 1
SEED, SEE
BERM FINES &
EXTENDED
10' 10'
LINE
CONTROL
ISLAND 5
FILL MATERIAL
GRANULAR
LENGTH VARIES
SLOPE 1V:3H,
WET BERM FILL
LENGTH VARIES
SLOPE 1V:3H,
WET BERM FILL
EL. 686.6
EL. 687.1
EL. 686.6
EXISTING GROUND
EL. 689.6
ISLAND
TOP OF
1V:3H
EL. 689.6
EL. 688.6'
EL. 689.1
EL. 689.6
16'10'40'6'10'
82'
GROIN
TOP OF ROCK
BERM EL. 687.1
TOP OF WET
(EXTENDED BERM)
GRANULAR FILL BETWEEN GROINS, SEE PLAN
GRANULAR
PLACE 12" OF
SAND FLOOR
NOTE 1
SEED, SEE
TOPSOIL &
BERM
EXTENDED
(TYP.)
SEE CS501
SEE NOTE 4
PLANTINGS
WILLOW
STAGGERED
12" FINES
FINES & SEED
10' 10'
LINE
CONTROL
ISLAND 5
FILL MATERIAL
GRANULAR
LENGTH VARIES
SLOPE 1V:3H,
WET BERM FILL
LENGTH VARIES
I2
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P S O
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CS302
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G C
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P C
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B
CIVIL NOTES: THIS SHEET ONLY
P
IG
S E
Y E I S
L A
N D
S
SCALE: 1" = 10'
B1
TYPICAL SECTION - "B" - INTERIOR SUBMERGED BENCH
SCALE: 1" = 10'
A1
STA, I7 19+76.00 - STA. 26+98.61
STA. I7 0+00.00 - STA. I7 2+00.00
STA. I5 15+88.48 - STA. I5 22+78.28
STA. I6 3+34.46 - STA. I6 10+50.00 (OPTION)
OR 10' FROM EDGE OF EXTENDED BERM, IF PRESENT.
WILLOW PLANTINGS SHALL BE PLACED 10' FROM EDGE OF ISLAND TOP4.
APPLY TO ALL LOCATIONS.
FINAL PLAN VIEWS. THE EXTENDED BERM AND GROINS DO NOT
EXTENDED BERM AND GROIN LOCATIONS ARE SHOWN ON THE3.
OF 6".
ELEVATION AS THE SURROUNDING EXTENDED BERM OR A MINIMUM
ON EXTENDED BERMS, FINES ABOVE GROINS SHALL BE THE SAME2.
18" OF FINES SHALL BE PLACED WHERE ISLAND IS HIGHER THAN 689.6.
12" OF FINES SHALL BE PLACED WITHIN DRY BERMS AND EXTEND BERM.1.
P O
O L
TYPICAL SECTION - "B" - SAND FLOOR
W E
S
R
0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100
CL
-110-120-130-140-150-160-170-180-190-200-210-220-230-240
700700
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100
CL
E L E
V A
T
IO
N
24" FINES
EXCAVATE,
1V:3H
AND EXCAVATION
INTERIOR SUBMERGED BENCH
SEE PLAN, FOR LIMITS OF
1V:3H
1V:3H
EL. 686.1
EL. 684.1
1V:3H
40'
100'
5'15'20'
TO EXISTING
1V:3H
43'
ABOVE
SECTION
-100 IN
MATCH WITH
GRANULAR FILL
12" FINES
FINES & SEED
EL. 684.1'
(TYP.)
SEE CS501
PLANTINGS
WILLOW
STAGGERED
EL. 686.6
EL. 689.6
EL. 688.1 EXISTING GROUND
CONTROL LINE
ISLAND 5
EL. 689.1'
EL. 688.6'
GROIN
ROCK
TYPICAL
1V:3HEL. 688.1
EL. 689.6
EL. 689.6'
DRY BERM
EL. 687.1
TOP OF WET BERM
SEE PROFILES
EL. VARIES,
TOP OF ISLAND
GRANULAR FILL BETWEEN GROINS, SEE PLAN
15'5'
(TYP.)
SEE CS501
SEE NOTE 4
PLANTINGS
WILLOW
STAGGERED
12" FINES
FINES & SEED
12" FINES
FINES & SEED
18" FINES
FINES & SEED
NOTE 1
SEED, SEE
BERM FINES &
EXTENDED
115'
20'10'25'VARIESVARIESVARIES10'5'10'
LENGTH VARIES
SLOPE 1V:3H,
WET BERM FILL
LENGTH VARIES
SLOPE 1V:3H,
WET BERM FILL
FILL MATERIAL
GRANULAR
(TYP.)
SEE CS501
SEE NOTE 4
PLANTINGS
WILLOW
STAGGERED
(TYP.)
SEE CS501
PLANTINGS
WILLOW
STAGGERED
EL. 686.6
EL. 689.6
EL. 688.1 EXISTING GROUND
CONTROL LINE
ISLAND 5
EL. 689.1'
EL. 688.6'
GROIN
ROCK
TYPICAL
1V:3HEL. 688.1
EL. 689.6
EL. 689.6'
DRY BERM
EL. 687.1
TOP OF WET BERM
689.6
BERM EL.
TOP OF DRY
SEE PROFILES
EL. VARIES,
TOP OF ISLAND
GRANULAR FILL BETWEEN GROINS, SEE PLAN
GRANULAR
PLACE 12" OF
SAND FLOOR
5' 15'
18" FINES
FINES & SEED
12" FINES
FINES & SEED
12" FINES
FINES & SEED
NOTE 1
SEED, SEE
BERM FINES &
EXTENDED
115'
20'10'25'VARIESVARIESVARIES10'5'10'
FILL MATERIAL
GRANULAR
LENGTH VARIES
SLOPE 1V:3H,
WET BERM FILL
LENGTH VARIES
I2
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CS303
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P
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S E
Y E I S
L A
N D
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S E
C T
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SCALE: 1" = 10'
A1
SCALE: 1" = 10'
D1
STA. I7 3+65.00 - STA. I7 18+10.00
STA. I5 23+50.00 - STA. I5 24+52.46
STA. I5 4+99.86 - STA. I5 13+50.00
TYPICAL SECTION - "C" - INTERIOR SUBMERGED BENCH
STA. I6 12+14.00 - STA. I6 19+85.46 (OPTION)
STA. I6 1+00.00 - STA. I6 2+34.46 (OPTION)
OR 15' FROM EDGE OF EXTENDED BERM, IF PRESENT.
WILLOW PLANTINGS SHALL BE PLACED 15' FROM EDGE OF DRY BERM4.
APPLY TO ALL LOCATIONS.
FINAL PLAN VIEWS. THE EXTENDED BERM AND GROINS DO NOT
EXTENDED BERM AND GROIN LOCATIONS ARE SHOWN ON THE3.
OF 6".
ELEVATION AS THE SURROUNDING EXTENDED BERM OR A MINIMUM
ON EXTENDED BERMS, FINES ABOVE GROINS SHALL BE THE SAME2.
18" OF FINES SHALL BE PLACED WHERE ISLAND IS HIGHER THAN 689.6.
12" OF FINES SHALL BE PLACED WITHIN DRY BERMS AND EXTEND BERM.1.
P O
O L
TYPICAL SECTION - "C" - SAND FLOOR
W E
S
R
-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
0 10 20 30 40-10-20-30-40-50-60-70-80-90-100
E L E
V A
T
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N
CL
1V:5 H 1V:5H
0 10 20 30 40-10-20-30-40-50-60-70-80-90-100-110-120
E L E
V A
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CL
1V:5 H 1V:5H
E
L E
V A
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N
B1T5, B3T4, B5T7, B7T6 CENTERLINE
CONTROL LINE
EXISTING GROUND
EL. 689.60'
TOP OF SAND BRIDGE
1V:3H 1V:3H
15'15'
B1T5, B3T4, B5T7, B7T6 CENTERLINE
CONTROL LINE
1V:3H 1V:3H
EXISTING GROUND
20'20'
SEE PROFILES
ELEVATION VARIES,
TOP OF SAND PLUG
I5P CENTERLINE
CONTROL LINE
EXISTING GROUND
GROUND
1V:3H TO EXISTING
GROUND
1V:3H TO EXISTING
2'
2'
19'19'
R40 ROCK FILL
TOP OF ROCK EL. 689.6'
TOP OF SAND EL. 687.1'
TOP OF SAND EL. 687.1'
GRANULAR FILL
GRANULAR FILL
GRANULAR BASE FILL
1V:5H TO GRANULAR BASE
1V:3H TO GRANULAR BASE
ACCESS DREDGE BOTTOM EL. 681.00'
1V:3H1V:3H
EXISTING GROUND
20'20'
ACCESS DREDGE CENTERLINE
I2
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CIVIL NOTES: THIS SHEET ONLY
PLUG AND BRIDGE SECTIONS APPLY TO ALL PLUGS AND BRIDGES.1.
C1
TYPICAL SECTION - SAND PLUGS
SCALE: 1" = 10'
B1
SCALE: 1" = 10'
TYPICAL SECTION - SAND BRIDGES
A4
SCALE: 1" = 10'
TYPICAL SECTION - ISLAND 5 BREAKWATER
P L
U G
S /B
R
ID
G E
S /B
R E
A K
W A
T E
R
P O
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SCALE: 1" = 10'
TYPICAL SECTION - ACCESS DREDGING
A1
W E
S
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0 10 20 30 40 50-10-20-30-40-50
B1T5 2+00
0 10 20 30 40 50-10-20-30-40-50
I5P 2+00
0 10 20 30 40 50-10-20-30-40-50
0 10 20 30 40 50-10-20-30-40-50
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M A
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®of Engineers
US Army Corps of Engineers
US Army Corps
90° (T Y P
GROUND
OR EXISTING
GROUND ISLAND
TIE-INTO EXISTING
EL. 688.6'
V A
R
IE
S S
E E P
L A
N S
H E
E T T
A B
L E
S
THE FIRST ROW
SHALL BE STAGGERED FROM
CUTTINGS, WHERE REQUIRED,
SECOND ROW OF WILLOW2'
2'
FINE MATERIAL
FILL
GRANULAR
FINES
2' FROM EDGE OF OF
INTO FINE MATERIAL
WILLOW CUTTINGS
PLACE FIRST ROW OF
2'
LOCATION
GRADING POINT
EL. 689.1'
EL. 688.6'
EL. 689.1'
VARIES - SEE GROIN TABLES
R40 ROCK FILL
GRANULAR FILL
1V:3H SLOPE
EXISTING GROUND
EL. 689.6'
TOP OF DRY BERM
TOP OF R40 ROCK
TOP OF GRANULAR
EL. 686.6'
90° (T Y P
GROUND
OR EXISTING
GROUND ISLAND
TIE-INTO EXISTING
EL. 688.6'
LOCATION
GRADING POINT
EL. 689.1'
EL. 688.6'
EL. 689.1'
VARIES - SEE GROIN TABLES
R40 ROCK FILL
GRANULAR FILL
1V:3H SLOPE
EXISTING GROUND
EL. 689.6'
TOP OF DRY BERM
TOP OF R40 ROCK
TOP OF GRANULAR
EL. 686.6'
GRANULAR FILL
EXTENDED BERM
GRANULAR FILL
EXTENDED BERM
V A
R
IE
S S
E E P
L A
N S
H E
E T T
A B
L E
S
TOP OF R40 ROCK
R40 ROCK FILL
GRANULAR FILL
EXISTING GROUND
1V:3H SLOPE
1V:3H SLOPE
TOP OF R40 ROCK
1V:3H SLOPE
R40 ROCK FILL
1V:3H SLOPE
GRANULAR FILL
EXISTING GROUND
GRANULAR FILLGRANULAR FILL
6" TOPSOIL & SEED
SEED
12" TOPSOIL &
12" TOPSOIL & SEED
5'5'
KEY-IN KEY-IN
2'
2'
2'
2'
KEY-IN KEY-IN
6" FINES & SEED
SAND
EXTENDED BERM
IS COVERED BY
ROCK GROIN
/2
/2
S T P
A U
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M N
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P S O
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P E I2
C S d g n
B D
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G C
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CS501
E L E
V A
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C O
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A T
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Y S
T E
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H O
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O N
T A
L C
O N
T R
O L
C O
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E D F
A C
T O
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C F
G E
N A
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N A
V D
M N S
P C
S S
O U
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A L I S
L A
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A
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CIVIL NOTES: THIS SHEET ONLY
1V:3H1V:3H
P
IG
S E
Y E I S
L A
N D
S
0 10' 20'
D1
WILLOW PLANTING
SCALE: NTS
ROCK GROIN WITHOUT EXTENDED BERM
SCALE: NTS
A4
C4
C4
ROCK GROIN SECTION WITHOUT EXTENDED BERM
A3
C3
C3
ROCK GROIN WITH EXTENDED BERM
ROCK GROIN SECTION WITH EXTENDED BERM
1V:3H 1V:3H
1V:3H
D3 D4
D4
ROCK GROIN SECTION WITHOUT EXTENDED BERM
D3
ROCK GROIN SECTION WITH EXTENDED BERM
.T .S
GROINS HAVE A MINIMUM THICKNESS OF 2 FEET.3.
EL. 686.8 (NAVD 88).
WATER LEVEL SHOWN IS REPRESENTATIVE OF LOW CONTROL POOL (LCP) 2.
ALL PROJECT ELEVATIONS REFER TO NAVD88. 1.
O
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®of Engineers
US Army Corps of Engineers
US Army Corps
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
STA. I5 23+50.00
TRANSITION
END OF
STA I5 22+78.28
TRANSITION
START OF
T-195
T-2
T-3
T-4 T-5
T-6
T-7
T-8
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T-28
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T-24
T-25
T-26
T-27
T-194
T-193
T-29
T-14
T-1
R
R
R
STA. I5 3+50.00
START OF TRANSITION
R
R
R
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
STA. I5 4+99.86
TRANSITION
END OF 3
R
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
T-33
T-34
T-35
T-43
T-44
T-36
T-37
T-38
T-45
T-39
T-46 T-40
T-41
T-42 T-50
T-49
T-48
T-52
T-51
T-53
T-54
T-196
T-197
T-198
T-55
R
R
T-47
R
R
STA. I5 15+88.48
END OF TRANSITION
R
R
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
STA. I5 13+50.00
TRANSITION
START OF
T-56
T-57
T-58
T-59
T-60
T-61
T-62
T-63
T-64
T-65
T-66 T-67
T-68
T-69
T-70
T-71
T-72
T-74
T-75
T-76
T-77
T-78
T-79
T-80
T-81
T-82
T-83
T-84
T-85
T-86 T-87
T-88
T-89
T-90
T-91
T-92
T-93
T-94
T-95
T-96
T-97
T-98
T-99
T-101
T-102
T-103
T-104
T-105
T-106
T-107
T-108 T-100
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
STA. I6 3+34.46
STA. I6 2+34.46
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E I2
C S d g n
B D
S
B D
S
G C
W
CS502
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N A
V D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
B
T S
U L L
Y
/0
/0
CIVIL NOTES: THIS SHEET ONLY
R
A N
S
IT
IO
N S D
E T
A
IL
S
IS
L
A N
D A
N D
STA. I5 3+50.00 - I5 4+99.86
STA. I5 22+78.28 - I5 23+50.00
STA. I6 2+34.46 - I6 3+34.46
STA. I6 10+50.00 - I6 12+14.00
SEE C-602 FOR TRANSITION POINT TABLES.3.
R40 RIPRAP LIMITS NOT SHOWN ON THIS SHEET. 2.
ALL PROJECT ELEVATIONS REFER TO NAVD88. 1.
P
IG
S E
Y E I S
L A
N D
S
C1
DETAIL - ISLAND 5 TRANSITION 2
SCALE: NTS
A1
DETAIL - ISLAND 5 TRANSITION 1
SCALE: NTS
STA. I5 13+50.00 - I5 15+88.48
A3
DETAIL - ISLAND 5 TRANSITION 3
SCALE: NTS
A4
SCALE: NTS
SCALE: NTS
N .T .S
DETAIL - ISLAND 6 TRANISTION 2
DETAIL - ISLAND 6 TRANSITION 1
P O
O L
C4
W E
S
R
T-109
T-110
T-111
T-112 T-113
T-114
T-115 T-116
T-117
T-118 T-119
T-120
T-121
T-122
T-123 T-124
T-126 T-127
T-128
T-129
T-130
T-131
T-132
T-133 T-134
T-135
T-136
70' R
60' R
5' R
T-125 20'
R
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
STA. I6 10+50.00
START OF TRANSITION
25'R
40'
R
STA. I6 12+14.00
END OF TRANSITION
T-137
T-138
T-139
T-140
T-141
T-142
T-143
T-144
T-145
T-146
T-147
T-148
T-149
T-150
T-151
T-152
T-153
T-154
T-155
T-156
T-157
T-158
T-159
T-160
T-161
T-162
T-163
70' R
R
10' R
20'
R 25'
R
STA. I7 2+00.00
START OF TRANSITION
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
40'
R
STA. I7 3+65.00
END OF TRANSITION
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
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
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
T-165
T-166
T-167
T-168
T-169
T-170
T-171
T-172
T-173
T-174
T-176
T-177
T-178 T-179
T-180
T-181
T-182
T-183
T-184
T-185
T-186
T-187
T-188
T-189
T-190
T-191
T-192
T-164
5' R
70'
R
60' R
R
STA. I7 19+76.00
START OF TRANSITION
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
STA. I7 18+10.00
END OF TRANSITION
T-175
25'
R
40'
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E I2
C S d g n
B D
S
B D
S
G C
W
CS503
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N A
V D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
B
T S
U L L
Y
/0
/0
CIVIL NOTES: THIS SHEET ONLY
T R
A N
S
IT
IO
N S D
E T
A
IL
S
STA. I7 18+10.00 - I7 19+76.00
I7 2+00.00 - I7 3+65.00
SEE CS602 FOR TRANSITION GRADING POINTS. 3.
R40 RIPRAP LIMITS NOT SHOWN ON THIS SHEET.2.
ALL PROJECT ELEVATIONS REFER TO NAVD88. 1.
P
IG
S E
Y E I S
L A
N D
S
IS
L
A N
D
C1
DETAIL - ISLAND 7 TRANSITION 2
DETAIL - ISLAND 7 TRANSITION 1
SCALE: NTS
N .T .S
P O
O L
A1
W E
S
R
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
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
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
/2
/2
CS601
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B D
S
B D
S
G C
W
S T P
A U
L
M N
H O
R
IZ
O N
T A
L C
O N
T R
O L T
A B
L E
S
P E I2
C S d g n
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
T S
U L L
Y
.9
B
/0
/0
P
IG
S E
Y E I S
L A
N D
S
A1
HORIZONTAL CONTROL SCALE
SCALE: NTS
N .T .S
P O
O L
W E
S
R
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
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
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
/2
/2
CS602
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B D
S
B D
S
G C
W
S T P
A U
L
M N
P E I2
C S d g n
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
T S
U L L
Y
.9
B
/0
/0
IS
L
A N
D T
R A
N S
IT
IO
N
P
IG
S E
Y E I S
L A
N D
S
W O
R K
L
IM
IT
S
G R
A D
IN
G P
O
IN
T S
SCALE: NTS
A1
ISLAND TRANSITION GRADING POINTS & WORKLIMITS
N .T .S
P O
O L
W E
S
R
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
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
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
/2
/2
CS603
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B D
S
B D
S
G C
W
S T P
A U
L
M N
P E I2
C S d g n
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
T S
U L L
Y
.9
B
/0
/0
P
IG
S E
Y E I S
L A
N D
S
H O
R
IZ
O N
T A
L C
O N
T R
O L T
A B
L E
S
C O
N S
T R
U C
T
IO
N
SCALE: NTS
A1
CONSTRUCTION - HORIZONTAL CONTROL TABLES
N .T .S
P O
O L
W E
S
R
2010 2011 2012 2013 2014 2015
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
FE
ET
N
AV
D
8)
2015 2016 2017 2018 2019 2020
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
N
AV
D
8)
PIGS EYE LAKE CAP 204
SOUTH SAINT PAUL
MISSISSIPPI RIVER
POOL ELEVATION HYDROGRAPHS
JANUARY 01 ‐ DECEMBER 31
2010 ‐ 2019
POOL ELEVATION HYDROS
PIGS EYE LAKE
HYDROLOGIC INFORMATION
Notes:
1. These elevation hydrographs were derived using the last ten years of daily stage data collected at the U.S. Army Corps of Engineers South Saint Paul gage for the period 2010 through 2019. MSL 1912 ‐ 0.41 ft = NAVD 88 at Pigs Eye Lake.
2. These elevation hydrographs are based on data collected at the South Saint Paul Gage. These 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.
3. Low Control Pool (LCP) is 686.8' (NAVD88)
2010 2011 2012 2013 2014 2015
10,000
20,000
30,000
40,000
50,000
60,000
70,000
80,000
90,000
100,000
110,000
120,000
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
2015 2016 2017 2018 2019 2020
10000
20000
30000
40000
50000
60000
70000
80000
90000
100000
110000
120000
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
PIGS EYE LAKE CAP 204
MISSISSIPPI RIVER
FLOW HYDROGRAPHS
JANUARY 01 ‐ DECEMBER 31
2010 ‐ 2019
FLOW HYDROS
PIGS EYE LAKE
HYDROLOGIC INFORMATION
Notes:
1. These flow hydrographs were derived using the last ten years of average daily flow data collected at the USGS 05331000 MISSISSIPPI RIVER AT ST. PAUL, MN for the period 2010 through 2019.
2. These flow hydrographs are based on data collected at the USGS Saint Paul Gage. These 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.
PIGS EYE LAKE CAP 204
MISSISSIPPI RIVER
POOL ELEVATION DURATION
CURVES
JANUARY ‐ JUNE
1935 ‐ 2019
POOL STAGE DUR_1
PIGS EYE LAKE
HYDROLOGIC INFORMATION
Notes:
1. These monthly elevation duration curves were derived using the daily average data collected at the U.S. Army Corps of Engineers South Saint Paul gage for the period 1935 through 2019. MSL 1912 ‐ 0.41 ft = NAVD 88 at Pigs Eye Lake.
2. These elevation duration curves are based on the best information available. These stage hydrographs represent the period 1935‐2019, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
3. Low Control Pool (LCP) is 686.8 (NAVD88).
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
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
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
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
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
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
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MAY
POOL ELEVATION DURATION
CURVES
JULY ‐ DECEMBER
1935 ‐ 2019
POOL STAGE DUR_2
PIGS EYE LAKE
HYDROLOGIC INFORMATION
Notes:
1. These monthly elevation duration curves were derived using the daily average data collected at the U.S. Army Corps of Engineers South Saint Paul gage for the period 1935 through 2019. MSL 1912 ‐ 0.41 ft = NAVD 88 at Pigs Eye Lake.
2. These elevation duration curves are based on the best information available. These stage hydrographs represent the period 1935‐2019, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
3. Low Control Pool (LCP) is 686.8 (NAVD88).
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
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
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
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
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
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
N
AV
D
8)
NOVEMBER
FLOW
DURATION CURVES
JANUARY ‐ JUNE
1935 ‐ 2019
FLOW DUR_1
PIGS EYE
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using the average daily USGS 05331000 MISSISSIPPI RIVER AT ST. PAUL, MN gaged data for the period 1935 through 2019.
2. These flow duration curves are based on the best information available. These flow hydrographs represent the period 1935‐2019, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
MAY
FLOW DURATION
CURVES
JULY ‐ DECEMBER 1935‐
FLOW DUR_2
PIGS EYE
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using the average daily USGS 05331000 MISSISSIPPI RIVER AT ST. PAUL, MN gaged data for the period 1935 through 2019.
2. These flow duration curves are based on the best information available. These flow hydrographs represent the period 1935‐2019, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
10000
100000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
NOVEMBER
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| W912ES20R0002 Plans 45 |
| W912ES20R0002 Plans 46 |
| W912ES20R0002 Plans 47 |
File details come from the government source that posted it. Updated .