PLANS W912ES23B0004 .pdf
PDF 14 MB Posted
- Attached to
- NESP Navigation Systemic Mitigation Island 4 / Pool 4 Federal contract opportunity
- Solicitation number
- W912ES23B0004
About this file
This document provides details for a federal contract solicitation to construct a navigation mitigation island along with related habitat restoration work. The solicitation seeks a contractor to construct a new island using dredged fill materials and place riprap along the shoreline. The selected contractor will also harvest and plant willow cuttings, establish turf grasses, and perform other habitat restoration activities. The project site is located on the Mississippi River upstream of Lake Pepin in Pool 4 near Bay City, Wisconsin. The issuing agency is the Department of the Army Corps of Engineers, St. Paul District. The solicitation number is W912ES23B0004 and offers the contract for the construction of Navigation Systemic Mitigation Island 4/Pool 4. No further information is provided on response dates or periods for the solicitation.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract W912ES23B0004 NESP Island 4 project.pdf | ||
| Amendment 0001.pdf | ||
| REFERENCE W912ES23B0004 .pdf | ||
| SPECS W912ES23B0004 .pdf |
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BAY CITY, WI
PIERCE COUNTY ISLAND MGMT. AREA, WI
LAKE PEPIN
NESP NAVIGATION SYSTEMIC MITIGATION ISLAND 4
W912ES23B0004
APRIL 2023
ST. PAUL DISTRICT
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF DIVISIONENGR & CONST
EC-D
CHIEF
CHIEF BRANCH
BRANCH
CHIEF BRANCH
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MENDATION OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOM-
MENT AS REQUIRED BY ER 1110-1-8152.
WITHIN THE SCOPE OF THEIR EMPLOY-
APPEAR ON THESE PROJECT DOCUMENTS
TRATION DESIGNATIONS OF INDIVIDUALS
THE INITIALS OR SIGNATURES AND REGIS-
PAUL DISTRICT CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE ST.
TECHNICAL LEAD
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(GRACE TRAIL/LAKEVIEW AVENUE)
COVER NEAR WACOTA, MINNESOTA.
ALUMINUM CAP WITH ALUMINUM
724.063,033,422.08897,919.39CEPDNAV08
NGS PID PP0431782.573,016,835.51912,752.89F 127
NGS PID DO7907723.343,013,071.86902,137.42COLVILL
NGS PID DL4231776.743,022,884.63911,433.83ISABELLE N GPS
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
VERTICAL AND HORIZONTAL CONTROL POINTS
DOWNSTREAM. SEE SHEETS G-103, CS104 AND SPECIFICATIONS
READS LANDING BORROW SITE LOCATED 23 MILES
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WISCONSIN
PIERCE COUNTY
BAY CITY
MINNESOTA
GOODHUE COUNTY
LAKE
PEPIN
6559' OUT OF VIEW
F 127
2166' OUT OF VIEW
ISABELLE N GPS
9493' OUT OF VIEW
COLVILL
7048' OUT OF VIEW
CEPDNAV08
ISLAND 4AISLAND 4B FEATURES.
CONSTRUCTION STATUS OF SHADED
OFFICER TO VERIFY CURRENT
CONTACT THE CONTRACTING
THE UPPER POOL 4 CONTRACT.
SHADED FEATURES ARE A PART OF
PRIOR TO BEGINNING DREDGING OPERATIONS.
CONSTRUCTION. NOTIFY CONTRACTING OFFICER
NECESSARY FINES QUANTITY FOR ISLAND 4
PERFORM DREDGING OPERATIONS TO ATTAIN
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L/D 2 L/D 3
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L/D 10
L/D 9
NORTH
0 2000' 4000'
SCALE: 1" = 2000'
VICINITY MAP
F1
A1
LOCATION MAP
SCALE: N.T.S.
A11
TABLE - CONTROL POINTS
SCALE: N.T.S.
0 600' 1200'
SCALE: 1" = 600'
PROJECT FEATURES MAP
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LAKE PEPIN ELEVATION DURATION CURVESR-006
LAKE PEPIN ELEVATION DURATION CURVESR-005
LAKE PEPIN ELEVATION HYDROGRAPHSR-004
LOCK & DAM 3 TAILWATER ELEVATION DURATION CURVESR-003
LOCK & DAM 3 TAILWATER ELEVATION DURATION CURVESR-002
LOCK & DAM 3 TAILWATER ELEVATION HYDROGRAPHSR-001
DESCRIPTIONDRAWING NO.
REFERENCE DRAWING INDEX
NESPI4_CS502.dgnCIVIL DETAILS GROINS, ISLAND END PROTECTION AND DREDGE PASSING ZONECS502
NESPI4_CS501.dgnCIVIL DETAILS ISLAND TYPICAL SECTIONS, DREDGING TYPICAL SECTIONS, WILLOW PLANTING AND GRADING POINTSCS501
NESPI4_CS102.dgnBORROW SITE READS LANDING DETAILCS104
NESPI4_CS103.dgnSITE PLAN DREDGE AREA 2CS103
NESPI4_CS102.dgnSITE PLAN DREDGE AREA 1CS102
NESPI4_CS101.dgnSITE PLAN ISLAND 4A AND 4BCS101
NESPI4_B-203.dgnSOIL BORING LOGS SHEET 3 OF 3B-203
NESPI4_B-202.dgnSOIL BORING LOGS SHEET 2 OF 3B-202
NESPI4_B-201.dgnSOIL BORING LOGS SHEET 1 OF 3B-201
NESPI4_B-101.dgnBORING SITE PLANB-101
NESPI4_G-601.dgnCONTROL TABLESG-601
NESPI4_G-104.dgnEXCLUSION AREASG-104
NESPI4_G-103.dgnBORROW SITE GENERAL AREAG-103
NESPI4_G-102.dgnALIGNMENT PLANG-102
NESPI4_G-101.dgnGENERAL SITE PLANG-101
NESPI4_G-003.dgnGENERAL NOTES, LEGEND, DRAWING INDEX AND ABBREVIATIONSG-003
NESPI4_G-002.dgnVICINITY MAP, LOCATION MAP AND CONTROL POINTS TABLEG-002
NESPI4_G-001.dgnCOVER SHEETG-001
PRODUCT I.D.DESCRIPTIONSHEET REF.
CONSTRUCTION DRAWING INDEX
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WIDTH
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LANDWARDL/W
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
D5 C-302
D5
SHEET ID X-000
A
HT HEIGHT
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EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
DETAIL SYMBOL W/
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DETAIL SYMBOL W/
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VIEW SHOWN ON
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3 DIMENSIONAL
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2 DIMENSIONAL
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PATTERN
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D5
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AND NUMBER
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WORK
LIMITS OF
AND NUMBER
LOCATION
BORING
ABBREVIATIONS
GENERAL LEGEND
FRONT SIDE
SECTION
ELEVATION
TOP
C-501
FILL
CUT
97-41M
P.I. POINT
LEVEE
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
MGMT MANAGEMENT
DREDGE
STOCKPILES WILL BE ALLOWED AT THIS SITE.
BE LIMITED TO MATERIAL LOADING ONLY. NO MATERIAL
USE OF THE READS LANDING SITE (SHEET CS104) SHALL 14.
COORDINATED WITH THE CONTRACTING OFFICER.
HYDRAULIC DREDGING PIPELINE ROUTES SHALL BE 13.
LOWEST CONTROL POOL ELEVATION IS 666.6 FT NAVD88.12.
AERIAL PHOTOGRAPHY AND USACE NAV CHART 22.
IMAGERY TAKEN FROM USDA FARM SERVICE AGENCY 2021 11.
WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
SPECIFICATIONS FOR REQUIREMENTS AND COORDINATE
CHANNEL OR MAY BE PLACED ON FINISHED ISLAND. SEE
SHALL BE PLACED ALONG DOWNSTREAM EDGE OF
STUMPS ENCOUNTERED DURING DREDGING OPERATIONS
OF NAVIGATING AND DREDGING IN SUCH CONDITIONS.
CONSIDERATION SHALL BE GIVEN TO THE DIFFICULTIES
ISLANDS MAY BE LOCATED IN A STUMP FIELD. DUE 10.
DAMAGE TO THESE UTILITIES.
LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID
FOR MAKING THE DETERMINATION AS TO THE TYPE AND
OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE
TYPE AND LOCATION OF UTILITIES MAY NOT BE ACCURATE
THE INFORMATION ON THESE DRAWINGS CONCERNING 9.
UPON CONTRACT AWARD.
AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER
HORIZONTAL AND VERTICAL CONTROL POINTS ARE
TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF 8.
83 US FOOT.
OTHERWISE NOTED. ORIGINAL DATA WAS COMPILED NAD
ALL ELEVATIONS ARE REFERENCED TO NAVD88 UNLESS 7.
ALIGNMENTS.
ADJUSTMENTS OF UP TO ±50' TO ANY OF THE PROJECT
OFFICER RESERVES THE RIGHT TO MAKE MINOR
THE GOVERNMENT AND ASSOCIATED CONTRACTING 6.
ZONE - U.S. SURVEY FT.
COORDINATES BASED ON NAD 83 (2011), MN SPCS, SOUTH 5.
OFFICER PRIOR TO CONSTRUCTION.
REQUIREMENTS AND COORDINATE WITH CONTRACTING
BUOYS MAY BE NECESSARY. SEE SPECIFICATIONS FOR
SHALL BE FIELD STAKED BY THE CONTRACTOR. USE OF
THE LAYOUT OF THE PROJECT FEATURES AS SHOWN 4.
SOUNDINGS.
1997 GROUND SURVEYS. SOUNDING DATA FROM 2019
ACTUAL ELEVATIONS. WISCONSIN ORIGINAL DATA FROM
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
DATA COLLECTED OVER A NUMBER OF YEARS. THE
DEVELOPED FROM AERIAL PHOTOGRAPHY AND SURVEY
ELEVATIONS DEPICTED ON THESE DRAWINGS WERE
TOPOGRAPHICAL CONTOURS, BATHYMETRY AND SITE 3.
DRAWINGS).
PROGRESS. SEE HYDROGRAPHS (REFERENCE
FLUCTUATIONS THAT MAY IMPACT CONTRACTOR WORK
HIGHLY SUSCEPTIBLE TO FLOODING AND RIVER STAGE
THE ENTIRE PROJECT SITE IS WITHIN THE RIVER AND IS 2.
ACCESS TO THE PROJECT FEATURES IS BY RIVER ONLY.1.
FINES FILL
GRANULAR FILL
GENERAL PROJECT NOTES:
SECTION/DETAIL)
UNDER
(CENTERED
DRAWING
ANOTHER
TITLE ON
SECTION/DETAIL
SECTION/DETAIL)
UNDER
(CENTERED
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TITLE ON SAME
SECTION/DETAIL
GENERAL CROSS-REFERENCING SYMBOLS
MARKER
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C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
787.7
BALDWIN
ISLAND
W
ISCONSIN CHANNEL
SAWDUST BAR
LILY
POND
WISCONSIN
PIERCE COUNTY
BAY CITY
MINNESOTA
GOODHUE COUNTY
LAKE
PEPIN
CS1
ISLAND 4A
ISLAND 4B
PRIOR TO BEGINNING DREDGING OPERATIONS.
CONSTRUCTION. NOTIFY CONTRACTING OFFICER
NECESSARY FINES QUANTITY FOR ISLAND 4
PERFORM DREDGING OPERATIONS TO ATTAIN
FEATURES.
CONSTRUCTION STATUS OF SHADED
OFFICER TO VERIFY CURRENT
CONTACT THE CONTRACTING
THE UPPER POOL 4 CONTRACT.
SHADED FEATURES ARE A PART OF
CS102 CS103
G-102
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
O
ID
0 800'400'
N
GENERAL SITE PLAN
SCALE: 1" = 400'
A1
AND CS102 FOR FURTHER INFORMATION.
THE BORROW SITE FOR THE UPPER POOL 4 CONTRACT. SEE SHEETS G-103
763 APPROXIMATELY 24 MILES FROM THE CONSTRUCTION AREA, AND IS ALSO
READS LANDING SITE. THE READS LANDING SITE IS LOCATED AT RIVER MILE
APPROXIMATELY 1,125,000 CY OF GRANULAR BORROW IS AVAILABLE AT THE 1.
GENERAL SHEET NOTES:
S I
D
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IS
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M E
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B A
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M
IT
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G
-1
.d g n
S
J O
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S T
L
IG
N
M E
N T
P L
A N
G-102
S
J O
H N
S T
O N
A
R A
S M
U S
S
S P
I4
G -1
.d
J O
H N
S T
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M N
S P
C S
S
O U
T H
Z O
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-U .S
S
U R
V E
Y F
T
N A
V D
.9
B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
109110
206 207 208 209
330 331 332 333 334
ALIGN ISLAND 4B
ALIGN ISLAND 4A
E 3,025,315.35
N 906,046.59
STA 209+50.00
POE
PI-B3
PI STA = 118+54.34
E 3,025,203.82
N 906,032.65
PI-A3
PI STA = 111+30.56
E 3,025,498.76
N 905,294.07
PI-A2
PI STA = 129+34.79
E 3,025,619.40
N 907,090.33
PI-A4
PI STA = 206+92.19
E 3,025,056.58
N 906,048.26
PI-B2
E 3,026,604.20
N 905,531.08
STA 100+00.00
POB
PI-A1
S T
A
.5
P
C
STA
2+ .07
PCC
S T
A
.3
P C
S
TA
+0 1.
P C
S
TA
344+79.58
P T
S T A
.5
P T
E ,0
,2
.6
N
,8
.6
S T A
.0
P O
E P I-C
PI STA = 337+08.93
E 3,026,137.03
N 904,797.50
PI-C3
PI STA = 346+63.44
E 3,026,934.77
N 905,695.94
PI-C4
S T
A
.0
P T
PI STA = 318+32.03
E 3,023,634.81
N 905,703.79
PI-C2
S T A .6
P C
E ,0 ,0 .9
N ,8 .2
S T A .0
P O
B P I-C
STA 123+82.68
PT
STA 126+83.42
PC
STA
1+ .47
PT
E 3,0
,33
8.5
N
7,6 .01
STA
5+ .00
POEPI
-A
ALIGN DREDGE
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
O
ID
0 320'160'
ALIGNMENT PLAN
SCALE: 1" = 160'
A1
A N
S I
D
A D
V E
R T
IS
E
M E
N T
B A
Y C
IT
Y
W
I
P
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.d g n
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S
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A L
A R
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G-103
S
J O
H N
S T
O N
A
R A
S M
U S
S
S P
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G -1
.d
J O
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S
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-U .S
S
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V E
Y F
T
N A
V D
.9
B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
761.9
761.5
WISCONSIN
BUFFALO COUNTY
GOOSE
POND
STEAMBOAT
BAY
SEE DETAILS SHEET CS104
READS LANDING BORROW SITE
G O
V T L
IG
H T S
L O
U G
H
D R
U R
Y
IS
L A
N D
WISCONSIN
PEPIN COUNTY
BURLINGTON NORTHERN SANTA FE RR
MINNESOTA
WABASHA COUNTY
CANADIAN PACIFIC RR
WABASHA
LAKE
PEPIN
FLOW
MISSISSIPPI RIVER
F L
O W
C H
IP
P E
W A R
IV
E R
FLOW
MISSISSIPPI RIVER
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
O
ID
0 2000'1000'
N
BORROW SITE GENERAL AREA
SCALE: 1" = 1000'
A1
GENERAL SHEET NOTES:
AERIAL PHOTOS OF THIS AREA ARE DATED 18JUN2021.10.
SPECIFICATIONS.
OPERATING PROCEDURE AS SPECIFIED IN SECTION 01 14 00.00 13 OF THE
PER BANK SWALLOW NEST PREVENTION IMPACT AVOIDANCE STANDARD
SITE WILL BE VOID OF PEOPLE/EQUIPMENT ACTIVITY FOR ANY 24 HOUR PERIOD
ALL VERTICAL SLOPES MUST BE GRADED OR PULLED DOWN IF THE BORROW 9.
VEGETATION/TREES TO ANCHOR EQUIPMENT.
TRAVELING OUTSIDE WORK LIMITS WITH EQUIPMENT, OR USING
THIS INCLUDES PUSHING DEBRIS (INCLUDING SAND) OUTSIDE OF WORK LIMITS,
NO VEGETATION OUTSIDE THE IDENTIFIED WORK LIMITS SHALL BE DISTURBED. 8.
DO NOT DISTURB/DAMAGE ANY TREES ON OUTER SLOPES.7.
PROPOSED OPERATION LIMITS.
MATERIAL. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF
BETWEEN ANY CONTRACTORS ACTIVELY USING THE SITE FOR BORROW
READS LANDING SHALL BE CONSIDERED A COOPERATIVE ACCESS ROUTE
SITE OPERATIONS WITHIN THESE MAXIMUM WORK LIMITS. THE ENTRY AREA TO
THAT THE CONTRACTOR WILL BE ABLE TO ACQUIRE ALL NEEDED MATERIAL AND
MAXIMUM WORK LIMITS ARE PROVIDED ON SHEET CS104. IT IS ANTICIPATED 6.
ONLY. NO MATERIAL STOCKPILES WILL BE ALLOWED AT THIS SITE.
USE OF THE READS LANDING SITE SHALL BE LIMITED TO MATERIAL LOADING 5.
OPERATIONS. SEE SPECIFICATIONS FOR ADDITIONAL LIMITATIONS.
ACTIVITIES SHALL NOT INTERFERE WITH GOVERNMENT PLACEMENT
CONSTRUCTION ACTIVITIES. THE CONTRACTOR'S STAGING AND BORROW
ADDITIONAL DREDGE MATERIAL MAY BE PLACED ON THE SITE DURING
THE READS LANDING SITE IS AN ACTIVE DREDGE PLACMENT SITE AND 4.
ACCESS TO THE SITE.
CONSTRUCTED FOR PREVENTION OF UN-AUTHORIZED RECREATIONAL BOAT
1V:3H SLOPE ON BOTH SIDES, A MINIMUM ELEVATION OF 671.6 AND BE
ISLAND EDGE ACROSS OPENING. BERM SHALL BE MINIMUM 15' WIDE AT TOP,
(NEW OR EXISTING) CHANNEL AND INSTALL A GRANULAR FILL BERM ALONG
FOLLOWING COMPLETION OF WORK THE CONTRACTOR SHALL CLOSE THE 3.
DEVELOPMENT OF THE STAGING SITE.
SUBMITTAL TO THE CONTRACTING OFFICER WILL BE REQUIRED PRIOR TO
THE SITE AS REQUIRED FOR LOADING OR STAGING ACCESS. A SITE GRADING
UPPER POOL 4 CONTRACT. CONTRACTOR MAY DREDGE ACCESS CHANNEL AT
READS LANDING SITE. READS LANDING IS ALSO THE BORROW SITE FOR THE
APPROXIMATELY 1,125,000 CY OF GRANULAR BORROW IS AVAILABLE AT THE 2.
ALL PROJECT ELEVATIONS REFER TO NAVD 88.1.
(T
Y P
R
A N
S I
D
A D
V E
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IS
E
M E
N T
B A
Y C
IT
Y
W
I
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E C
O U
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Y I
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N
A R
E A
S P
L A
N
G-104
S
J O
H N
S T
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A
R A
S M
U S
S
S P
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J O
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S
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B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
787.7
MINNESOTA
GOODHUE COUNTY
BALDWIN
ISLAND
W
IS
C O
N S
IN
C
H A
N N
E L
DEAD SLOUGH
LAKE
STEAMBOAT CHANNEL
BAY CITY
LAKE
PEPIN
CATHERINE
PASS
SAWDUST BAR
LILY
POND
DETAIL G10 ON SHEET CS501.
SEE SHEET CS101 AND
ACCESS LOCATIONS.
PERMITTED AT THESE
CONSTRUCTION PAD
MUSSEL BED ADJACENT TO ACCESS PATH
STAKE WESTERN AND NORTHERN LIMIT OF
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
O
ID
0 800'400'
N
EXCLUSION AREAS PLAN
SCALE: 1" = 400'
A1
MUSSEL BED
EAGLES NEST WITH BUFFER
WORK EXCLUSION ZONE
OF DREDGING UNLESS OTHERWISE NOTED ON THE PLANS.
9. WORK LIMITS EXTEND 20 FEET FROM EDGE (TOE) OF FEATURE, OR TO LIMITS
DETAILS.
COORDINATION WITH CONTRACTING OFFICER. SEE SHEET CS501 FOR
USE OF A GRANULAR CONSTRUCTION PAD MAY BE ALLOWED WITH 8.
EAGLES NEST BUFFER.
BEGINNING WORK. SEE SPECIFICATIONS FOR LIMITATIONS IN EACH SPECIAL
VERIFY LOCATIONS AND STATUS OF HABITATION FOR EACH NEST PRIOR TO
THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER TO
EAGLES NEST LOCATIONS SHOWN WERE ACTIVE IN SPRING 2022 PER WIDNR. 7.
PIPELINES LIMIT DISTURBANCE TO EXISTING VEGETATION.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE 6.
DREDGING IS ALLOWED FOR THE PURPOSE OF PLACING BOOSTER PUMPS.
BOOSTER PUMPS MAY NOT BE PLACED IN THE EXCLUSION ZONE. NO ACCESS 5.
PLANS, SHALL BE AVOIDED OR MINIMIZED.
DISTURBANCE TO THE RIVER BED, BEYOND WHAT IS CALLED FOR IN THE
TO AVOID IMPACTS TO THE MUSSEL BED AT THE WISCONSIN CHANNEL, 4.
ZONE.
NO STAGING, ANCHORING OR SPUDDING IS ALLOWED WITHIN THE EXCLUSION 3.
BY REQUEST TO THE CONTRACTING OFFICER.
LINEWORK FOR EXCLUSION ZONES WILL BE AVAILABLE TO THE CONTRACTOR 2.
PROJECT LIMITS.
LIMITED AS INDICATED ON THE DRAWINGS AND VARIES IN WIDTH ACROSS THE
WITHIN THE WORK EXCLUSION ZONES. ACCESS WIDTH IN ALL AREAS SHALL BE
NO WORK OR ACCESS THAT DISTURBS THE RIVER BOTTOM WILL BE ALLOWED 1.
LEGEND:
GENERAL SHEET NOTES:
S I
D
A D
V E
R T
IS
E
M E
N T
B A
Y C
IT
Y
W
I
P
IE
R C
E C
O U
N T
Y I
S L
A N
D M
G M
T
A R
E A
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L A
K E
P E
P
IN
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S P
N A
V
IG
A T
IO
N
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S T
E M
IC
M
IT
IG
A T
IO
N
I S
L A
N D
W
E S
B
A P
R
IL
P
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L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
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-B
U
IL
T N
O
F
IL
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A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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/1 /2
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N a v ig a ti o n
I s la n d
\N
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P I4
G
-6
.d g n
S
J O
H N
S T
C
N T
R O
L T
A B
L E
S
G-601
S
J O
H N
S T
O N
A
R A
S M
U S
S
S P
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G -6
.d
J O
H N
S T
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
.9
B
135+00.003025338.52907617.01PI-A5
251.37'471.04'-545.00'49.52°131+54.47126+83.423025619.40907090.33596.90'N28°04'13"WPI-A4
584.28'1112.61'1475.00'43.22°123+82.68112+70.073025203.82906032.651136.40'N21°27'02"EPI-A3
211.01'350.52'250.00'80.33°112+70.07109+19.553025498.76905294.07795.29'N21°46'06"WPI-A2
100+00.003026604.20905531.081130.56'S77°53'56"WPI-A1
TLRDELTAPTPIPC
(X)
EASTING
(Y)
NORTHING
(FEET)
DISTANCE
BEARINGPOINT ID
CONTROL LINE DATA - ALIGN ISLAND 4A
209+50.003025315.35906046.59PI-B3
258.78'516.59'3450.00'8.58°209+50.00204+33.413025056.58906048.26258.78'S89°37'47"EPI-B2
200+00.003024371.48905949.43692.19'N81°47'28"EPI-B1
TLRDELTAPTPIPC
(X)
EASTING
(Y)
NORTHING
(FEET)
DISTANCE
BEARINGPOINT ID
CONTROL LINE DATA - ALIGN ISLAND 4B
350+00.003027228.63905865.65PI-C5
161.88'320.97'1000.00'18.39°348+22.53345+01.563026934.77905695.94339.35'N59°59'33"EPI-C4
1017.63'1788.29'-1500.00'68.31°344+79.58326+91.303026137.03904797.501201.49'N41°36'09"EPI-C3
952.36'1120.34'-525.00'122.27°320+00.00308+79.673023634.81905703.792661.29'S70°05'24"EPI-C2
300+00.003025081.96906827.221832.03'S52°10'40"WPI-C1
TLRDELTAPTPIPC
(X)
EASTING
(Y)
NORTHING
(FEET)
DISTANCE
BEARINGPOINT ID
CONTROL LINE DATA - ALIGN DREDGE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
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C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
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N O
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A
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N N
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S
U E
D A
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S I Z
E
M A
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D E
S C
R
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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O R
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IN
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CONTROL LINE DATA TABLES
SCALE: N.T.S.
E4
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B A
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L D
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-B
U
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T N
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F
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D S
A
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S c re e n
F u ll
S iz e .d s c ri p t
P D
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N a v ig a ti o n I s la n d
\N
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P I4
B
-1 .d g n
S
J O
H N
S T
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IN
G S
IT
E
P L
A N
B-101
S
J O
H N
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O N
A
R A
S M
U S
S
S P
I4
B -1
.d
J O
H N
S T
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
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N A
V D
.9
B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
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D R
A W
N B
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D E
S
IG
N E
D B
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C O
N T
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C T
N O
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IC
IT
A
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N N
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U E
D A
T E
S I Z
E
M A
R K
D E
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N D
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SHEET ID
17-6M
ISLAND
BALDWIN
W
ISCONSIN CHANNEL
SAWDUST BAR
PASS
CATHERINE
POND
LILY
WISCONSIN
BAY CITY
PIERCE COUNTY
MINNESOTA
GOODHUE COUNTY
17-5M
19-21M/MU
19-23M
19-20M/MU
19-22M
17-3M
19-16M/MU
17-12M
19-17M
17-4M
19-24M
19-19M
19-18M
19-25M
19-15M
17-14M
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
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N
D A
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A
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C
O O
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IN
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S Y
S T
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O R
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O
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C O
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R O
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C O
M B
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D F
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T O
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0 800'400'
N
SOIL BORING LOCATIONS
SCALE: 1" = 400'
A1
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B A
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B
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IN
G
L O
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B-201
S
J O
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S T
O N
A
R A
S M
U S
S
S P
I4
B -2
.d
J O
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C S
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T H
Z O
N E
-U .S
S
U R
V E
Y F
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N A
V D
.9
B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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M
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SHEET ID
NOTES:
CL
SP-SM
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 7.7'
657.4
G.S. 663.7
17-6M
23 AUG 17
D MC LL PL10
APPROX. W.S. 669.9
TOP 0.5' IS OOZE LIKE, BLACKISH BROWN
(CL) SILTY LEAN CLAY, SOFT, SATURATED, 7.7' TO 10.2'
BROWNISH TAN
SAND FINE TO MEDIUM, LOOSE, SATURATED,
(SP-SM) POORLY GRADED SAND WITH SILT, 10.2' TO 14'
5. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 659.4
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
1. BORING OBTAINED FROM A FLOATING PLANT
NOTES:
CL
ML/CL
SM
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 6'
657.1
G.S. 665.1
17-4M
22 AUG 17
D MC LL PL10
APPROX. W.S. 669.6
SM & CL
WET, OCCASIONAL SHELLS AND ORGANICS, GRAY
(ML/CL) SILTY LEAN CLAY, MEDIUM STIFF, 8.3' TO 11'
GRAY
(SM) SILTY SAND, LOOSE, WET, TANNISH 11' TO 12.2'
SILTY CLAY
(SM & CL) INTERBEDDED SILTY SAND AND 12.2' TO 14'
AND ORGANICS, BROWNISH BLACK
SATURATED, UPPER 0.5' IS OOZE LIKE, SOME SHELLS
(CL) SILTY LEAN CLAY, SOFT TO VERY SOFT, 6' TO 8.3'
1. BORING OBTAINED FROM A FLOATING PLANT
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 659.1
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
5. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
NOTES:
CL/CH
SC
CL
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 3.4'
659.9
G.S. 668.0
17-5M
23 AUG 17
D MC LL PL10
APPROX. W.S. 669.9
GRAY
FINE, MEDIUM STIFF, SATURATED TO WET, LAMINATED,
(CL) SILTY LEAN CLAY WITH SAND, SAND 9.7' TO 11.5'
1. BORING OBTAINED FROM A FLOATING PLANT
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 661.9
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
5. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
SATURATED, 3.4' TO 3.9' ABUNDANT ORGANICS, GRAY
(CL/CH) SILTY CLAY, SOFT TO MEDIUM STIFF, 3.4' TO 5.8'
THICKNESS, 8.9' INCREASE IN SAND CONTENT, GRAY
SATURATED, LAMINATED, 8.4' INCREASE IN LAMINATION
(SC) CLAYEY SAND, SAND FINE, LOOSE, 5.8' TO 9.7'
NOTES:
CL
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 6.8'
656.1
G.S. 664.3
17-3M
22 AUG 17
D MC LL PL10
APPROX. W.S. 669.6
WOODY DEBRIS, TANNISH GRAY
OCCASIONAL SILTY LAMINATIONS, 11.9' ZONES OF
SATURATED, SOME SHELLS AND ORGANICS, 9.3'
(CL) SILTY LEAN CLAY, SOFT TO VERY SOFT, 6.8' TO 15'
1. BORING OBTAINED FROM A FLOATING PLANT
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 658.1
5. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
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G
IN
E E
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S Y
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C O
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C O
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D F
A C
T O
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FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. THESE LOGS ARE AVAILABLE 8.
OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS SPECIFIED OTHERWISE, ALL CORE IS 4-INCH DIAMETER.
% RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF. PERCENT RECOVERY IS LENGTH 7.
PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN 4-INCHES.
RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY COLUMN. RQD IS THE 6.
STAFF.
D10 SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO THE LEFT OF THE BORING 5.
ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE BORING STAFF.4.
NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS SHOWN.
FOR A STANDARD PENETRATION TEST (SPT) USING A 1-3/8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR
NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE OF 12-INCHES. STANDARD BLOW COUNTS ARE
BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT AS NOTED, ARE THE 3.
THE BORING STAFF.
MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IS IN PERCENT OF DRY WEIGHT (MC) IS SHOWN TO THE LEFT OF 2.
BORING STAFF. NOTES PERTAINING TO A SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION, PERTINENT INFORMATION IS ADDED TO THE RIGHT OF THE
GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE LEGEND REPRESENTS 1.
GENERAL BORING NOTES:
GENERAL BORING LEGEND:
WATER SURFACE ELEVATION ON DAY OF BORING
GROUND SURFACE ELEVATION AT BORING
CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES
WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES
SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES
POORLY GRADED GRAVELS, LITTLE OR NO FINES
WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
SILTY SANDS, SAND - SILT MIXTURES
CLAYEY SANDS, SAND - CLAY MIXTURES
INORGANIC SILTS, LIQUID LIMIT LESS THAN 50
INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50
INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50
INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50
BORDERLINE MATERIAL
STRATIFIED MATERIAL
LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE
NO RECOVERY
WATER LEVEL ON DATE OF BORING
ELEVATION AT BOTTOM OF BORING
ELEVATION IN METERS
DATE OF BORING
( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).
YEAR OF BORING-BORING NUMBER, BORING TYPE
GW
SM
SP
SW
GC
GM
GP
ML
MH
CL
CH
OL
OH
PT
SP-
SM
SP&
SM
SC
W.S. 1026.7
G.S. 1020.2
W.L. 726.7
700.1
(238.56)
1 MAY 1984
84-1M
PEAT
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
S I
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A P
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E S
O T
A
S T
P
A U
L D
IS
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-B
U
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F
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D S
A
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S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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p lt c fg
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:0
P
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/1 /2
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N a v ig a ti o n I s la n d
\N
E S
P I4
B
-2 .d g n
S
J O
H N
S T
E E
T
O F
S O
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B
O R
IN
G
L O
G S
B-202
S
J O
H N
S T
O N
A
R A
S M
U S
S
S P
I4
B -2
.d
J O
H N
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M N
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C S
S
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T H
Z O
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-U .S
S
U R
V E
Y F
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N A
V D
.9
B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
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E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
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S I Z
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M A
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SHEET ID
NOTES:
CL
SM
ML
CL
CH
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 6'
632.1
G.S. 666.1
17-12M
31 OCT 17
0.042
0.001
D MC LL PL10
MH
OH/
APPROX. W.S. 670.6
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
DRILLING FLUID USED BELOW EL. 661.6
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 661.6, BENTONITE
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
1. BORING OBTAINED FROM A FLOATING PLANT
(LACUSTRINE)GRAY.
LIKE, SOME ORGANICS AND WOOD DEBRIS, TANNISH
(CL) SILTY LEAN CLAY, VERY SOFT, WET, OOZE 6' TO 10.4'
(ALLUVIUM)LOOSE, SATURATED, OCC. LAMINATIONS, GRAY.
(SM) SILTY SAND, SAND FINE TO MEDIUM, 10.4' TO 15.3'
(ALLUVIUM)SOME ORGANICS/WOOD, GRAY.
LOOSE TO VERY LOOSE, WET TO SATURATED, LAMINATED,
(ML) SILT WITH SAND, SAND FINE TO MEDIUM, 15.3' TO 20.2'
(LACUSTRINE)LAMINATED, TRACE WOODY DEBRIS, GRAY.
(OH/MH) ORGANIC SILT, SAND FINE, SOFT, WET, 20.2' TO 24'
(LACUSTRINE)GRAY.
MEDIUM STIFF, WET, LAMINATED, TRACE WOODY DEBRIS,
(CL) SANDY LEAN CLAY, SAND FINE, SOFT TO 24' TO 33.8'
(LACUSTRINE)LAMINATED, GRAY.
(CH) FAT CLAY, SAND FINE, MEDIUM STIFF, WET, 33.8' TO 40'
NOTES:
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
ML
ML
CL
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 7.9'
645.1
G.S. 667.2
19-18M
18 JUN 19
D MC LL PL10
1. BORING OBTAINED FROM A FLOATING PLANT
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 662.6
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
FRAGMENTS, GRAY
SOFT, LOW PLASTICITY, WET, OCCASIONAL PLANT
(ML) CLAYEY SILT WITH ORGANICS, VERY 7.9' TO 10'
APPROX. W.S. 673.6
GRAY
TRACE FINE SAND, OCCASIONAL PLANT FRAGMENTS,
LOOSE, LOW PLASTICITY, SATURATED, LAMINATED,
(ML) CLAYEY SILT WITH ORGANICS, VERY 10' TO 20'
SPONGY, LOW PLASTICITY, WET, LAMINATED, GRAY
(CL) SILTY CLAY WITH ORGANICS, SOFT, SL. 20' TO 30'
NOTES:
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
SP-SM
SP
CL
CL
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 7'
650.4
19-15M
17 JUN 19
D MC LL PL10
1. BORING OBTAINED FROM A FLOATING PLANT
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 663.4
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
SAND, GRAY
(CL) SILTY CLAY, SOFT, WET, TRACE FINE 23.9' TO 25'
APPROX. W.S. 673.9
G.S. 668.4
TO MEDIUM, WET, OCCASIONAL ORGANICS, GRAY
(CL) SANDY LEAN CLAY, SOFT, SAND FINE 22.1' TO 23.9'
FRAGMENTS IN DRILL-OUT FROM 9.0' TO 10.0', GRAY
LAMINATED, TRACE ORGANICS, ABUNDANT WOOD
SAND FINE TO MEDIUM, VERY LOOSE, SATURATED,
(SP-SM) POORLY GRADED SAND WITH SILT, 7' TO 10'
GRAY
PLANT FRAGMENTS, WOODY ZONE FROM 16.7' TO 17.0',
SATURATED, LAMINATED, OCCASIONAL SHELLS AND
ORGANICS, SAND FINE TO MEDIUM, LOOSE,
(SP) POORLY GRADED SAND WITH 10' TO 22.1'
NOTES:
2. ELEVATION ESTIMATED FORM PRORATED POOL 4 WATER SURFACE
ML
Wd
SP
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 7.2'
ROTTED LOG10' TO 10.9'
648.1
19-17M
18 JUN 19
D MC LL PL10
GRAY
SOFT, LOW PLASTICITY, SATURATED, OOZE LIKE,
(ML) CLAYEY SILT WITH ORGANICS, VERY 7.2' TO 10'
42 27
1. BORING OBTAINED FROM A FLOATING PLANT
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 661.1
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
G.S. 667.9
APPROX. W.S. 673.6
SM
LAMINATED, SAND FINE, SHELLS BELOW ~18.5', GRAY
VERY LOOSE, SL. SPONGY, LOW PLASTICITY, WET,
(SM) SILTY SAND WITH CLAY AND ORGANICS, 10.9' TO 20.6'
SHELL MATERIAL, TRACE SILT, GRAY
SATURATED, SAND FINE TO MEDIUM, SCATTERED
(SP) POORLY GRADED SAND, LOOSE, 20.6' TO 27'
NOTES:
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
SP
CL
SM
CL
CL
CL/CH
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 5.2'
640.3
D MC LL PL10
SP
CL
0.003
MEDIUM, LOOSE, SATURATED, BROWN TO GRAY
(SP) POORLY GRADED SAND, SAND 5.2' TO 6.1'
1. BORING OBTAINED FROM A FLOATING PLANT
5. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
4. UNDISTURBED SAMPLE TAKEN IN OFFSET HOLE
APPROX. W.S. 673.8
G.S. 670.1
19-16M/MU
17-18 JUN 19
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 665.3
PLASTICITY, SATURATED, GRAY
INTERBEDDED WITH 20% SAND, LOOSE, LOW TO NO
(CL & SP) 80% SANDY LEAN CLAY 6.1' TO 10.4'
OCCASIONAL SHELLS, GRAY
MEDIUM, SOFT, LOW PLASTICITY, WET, LAMINATED,
(CL) SANDY SILTY LEAN CLAY, SAND 10.4' TO 13.5'
LAMINATED, TRACE FINE SAND, GRAY
(SM) SILTY SAND, VERY LOOSE, WET, 13.5' TO 16.8'
FINE SAND, OCCASIONAL ORGANICS, GRAY
SPONGY, LOW PLASTICITY, WET, LAMINATED, TRACE
(CL) SILTY CLAY, VERY SOFT, SL. 16.8' TO 28'
ORGANICS, GRAY
MEDIUM PLASTICITY, WET, LAMINATED, OCCASIONAL
(CL) SILTY CLAY, SOFT, SL. SPONGY, 28' TO 30'
ORGANICS, GRAY
MEDIUM PLASTICITY, WET, LAMINATED, OCCASIONAL
(CL/CH) SILTY CLAY, SOFT, SL. SPONGY, 30' TO 35'
NOTES:
CL
ML
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.3'
637.1
G.S. 667.8
17-14M
01 NOV 17
0.003
D MC LL PL10
APPROX. W.S. 670.6
CL
OH
CH/
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
1. BORING OBTAINED FROM A FLOATING PLANT
(ALLUVIUM)SATURATED, GRAY.
(ML) SANDY SILT, SAND FINE, LOOSE, 13.3' TO 16.5'
(LACUSTRINE)10.3', TANNISH GRAY.
SOFT, WET, OCC. SILT LAMINATIONS, BECOMING LAMINATED
(CL) SILTY LEAN CLAY WITH SAND, SAND FINE, 4.3' TO 13.3'
(LACUSTRINE)20.2', GRAY TO DARK GRAY.
MEDIUM STIFF, WET, POORLY DEFINED LAMINATIONS BELOW
(CL) SANDY LEAN CLAY, SAND FINE, SOFT TO 16.5' TO 25.7'
(LACUSTRINE)DENSE, WET, DARK GRAY.
(CH/OH) FAT CLAY, SAND FINE, SOFT TO MEDIUM 25.7' TO 35'
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 639.1
®of Engineers
US Army Corps
U .S
A
R M
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O R
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IN
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B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
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M
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P
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B M
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C H
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D B
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N B
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D B
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IC
IT
A
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IS
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D A
T E
S I Z
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M A
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D E
S C
R
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N D
A T
E
SHEET ID
NOTES:
SP
SPT
WATER1.5' TO 7.1'
AIR0.2' TO 1.5'
BARGE DECK0' TO 0.2'
660.6
19-25M
25 JUN 19
LL PLMCD
APPROX. W. S. 671.6
G.S. 666.0
1. BORING OBTAINED FROM A FLOATING PLANT
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 663.6
5. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
SHELL FRAGMENTS, BROWNISH GRAY
SATURATED, TRACE SILT LAMINATIONS, TRACE
(SP) POORLY GRADED SAND, LOOSE, 7.1' TO 12.5'
NOTES:
CL
SPT
WATER1.5' TO 9.8'
AIR0.2' TO 1.5'
BARGE DECK0' TO 0.2'
660.4
19-22M
24 JUN 19
10 PLLLMCD
APPROX W.S. 671.7
G.S. 663.4
SAND, TRACE ORGANICS, DARK GRAY
FRAGMENTS, TRACE FINE TO MEDIUM
TO SOFT, SATURATED, WITH SHELL
(CL) LEAN CLAY, VERY SOFT 9.8' TO 12.8'
1. BORING OBTAINED FROM A FLOATING PLANT
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 662.4
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
5. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
NOTES:
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
CL
SP
SC
ML
CL
CL/CH
CH
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 5.5'
634.5
G.S. 669.0
20 JUN 19
D MC LL PL10
APPROX. W.S. 673.0
LAMINATED, DARK GRAY
SOFT, OOZE LIKE, SATURATED, TRACE FINE SAND,
(CL) SILTY CLAY WITH ORGANICS, VERY 5.5' TO 8.2'
SCATTERED ORGANIC MATTER, GRAY
SOFT, MEDIUM PLASTICITY, WET, LAMINATED,
(CL) SILTY CLAY WITH ORGANCIS, VERY 15.3' TO 21'
1. BORING OBTAINED FROM A FLOATING PLANT
4. UNDISTURBED SAMPLE TAKEN IN OFFSET HOLE
5. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 664.0
0.001
19-21M/MU
MEDIUM, LOOSE, SATURATED, TRACE SILT, GRAY
(SP) POORLY GRADED SAND, SAND FINE TO 8.2' TO 10.2'
WOOD FRAGMENTS, GRAY
MEDIUM, LOOSE, SATURATED, LAMINATED, OCCASIONAL
(SC) CLAYEY SAND WITH ORGANICS, SAND 10.2' TO 11.1'
TRACE FINE SAND, GRAY
SOFT, SATURATED, LAMINATED, DILATES EASILY,
(ML) CLAYEY SILT WITH ORGANICS, VERY 11.1' TO 15.3'
SEAM FROM 25' TO 25.3', GRAY
FINE SAND, OCCASIONAL SHELL FRAGMENTS, SAND
SOFT, MEDIUM PLASTICITY, WET, LAMINATED, TRACE
(CL/CH) SILTY CLAY WITH ORGANICS, 21' TO 25.3'
SHELL FRAGMENTS, GRAY
MEDIUM PLASTICITY, WET, LAMINATED, OCCASIONAL
(CH) SILTY CLAY, VERY SOFT TO SOFT, 25.3' TO 40'
NOTES:
CL
CL
SPT
WATER1.5' TO 9'
AIR0.2' TO 1.5'
BARGE DECK0' TO 0.2'
658.4
19-24M
24 JUN 19
LL PL10 MCD
G.S. 664.2
APPROX. W. S. 671.7
SAND, TRACE ORGANICS, DARK GRAY
SATURATED, TRACE FINE TO MEDIUM
(CL) LEAN CLAY, VERY SOFT, 9' TO 11.5'
LAMINATIONS, DARK GRAY
SOFT, SATURATED, WITH SAND
(CL) SANDY LEAN CLAY, 11.5' TO 14.8'
1. BORING OBTAINED FROM A FLOATING PLANT
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 661.7
5. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
NOTES:
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
CH
ML
CL
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 8.5'
644.7
19-19M
19 JUN 19
D MC LL PL10
OOZE LIKE, SATURATED, BLACK TO VERY DARK GRAY
(CH) ORGANIC SILTY CLAY, VERY SOFT, 8.5' TO 10.9'
~14.0', DARK GRAY
ORGANIC, DILATES EASILY, TRACE FINE SAND BELOW
SL. SPONGY, LOW PLASTICITY, WET, LAMINATED,
(ML) ORGANIC CLAYEY SILT, VERY SOFT, 10.9' TO 20'
1. BORING OBTAINED FROM A FLOATING PLANT
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 660.9
4. PULLLED CASING AND ALLOWED HOLE TO COLLAPSE
G.S. 666.2
APPROX. W. S. 673.2
SHEARED, GRAY
LAMINATED, SCATTERED PLANT MATTER, TEARS WHEN
SOFT, SL. SPONGY, MEDIUM PLASTICITY, WET,
(CL) SILTY CLAY WITH ORGANICS, VERY 20' TO 30'
NOTES:
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
OL
ML
ML
ML
CL
SP
SP
SPT
BARGE DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 7.4'
642.5
G.S. 667.1
20 JUN 19
D MC LL PL10
APPROX. W.S. 673.0
ROTTED PLANTS
(OL) ORGANIC OOZE, SATURATED, RUNNY, 7.4' TO 7.9'
CONTACT, DARK GRAY
DENSE, SATURATED, TRACE CLAY AND SHELLS AT
GRAVEL, SAND MEDIUM, GRAVEL FINE, MEDIUM
(SP) POORLY GRADED SAND WITH 26.9' TO 29.4'
1. BORING OBTAINED FROM A FLOATING PLANT
4. UNDISTURBED SAMPLE TAKEN IN OFFSET HOLE
5. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 662.0
19-20M/MU
VERY SOFT, SATURATED, SAND FINE, GRAY
(ML) CLAYEY SILT WITH ORGANICS AND SAND, 7.9' TO 10'
TO BROWN
LAMINATED TO THIN BEDDED, TRACE FINE SAND, GRAY
SOFT, LOW PLASTICITY, WET TO SATURATED,
(ML) ORGANIC RICH CLAYEY SILT, VERY 10' TO 12.1'
SOFT, MEDIUM PLASTICITY, WET, LAMINATED, GRAY
(ML) CLAYEY SILT WITH ORGANICS, VERY 12.1' TO 20'
SAND, OCCASIONAL SHELL FRAGMENTS, GRAY
MEDIUM PLASTICITY, WET, LAMINATED, TRACE FINE
(CL) SILTY CLAY, VERY SOFT, SL. SPONGY, 20' TO 26.9'
GRAVEL, GRAY
TO MEDIUM, LOOSE, SATURATED, TRACE FINE
(SP) POORLY GRADED SAND, SAND FINE 29.4' TO 32'
NOTES:
CL
CL
SPT
BARGE DECK0' TO 0.2'
WATER1.5' TO 8.2'
AIR0.2' TO 1.5'
658.6
19-23M
24 JUN 19
MC10 LLD PL
APPROX. W. S. 671.7
G.S. 665.0
1. BORING OBTAINED FROM A FLOATING PLANT
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 662.0
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
5. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
SAND, TRACE ORGANICS, DARK GRAY
SATURATED, TRACE FINE TO MEDIUM
(CL) LEAN CLAY, SOFT, 8.2' TO 11.2'
SAND LAMINATIONS, TRACE SILT, GRAY
FINE TO MEDIUM, SOFT, SATURATED, WITH
(CL) SANDY LEAN CLAY, SAND 11.2' TO 14.6'
2. ELEVATION ESTIMATED FROM PRORATED POOL 4 WATER SURFACE
®of Engineers
US Army Corps
U .S
A
R M
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O R
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IN
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CS101
S
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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N D
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SHEET ID
112 113
131 132 133 134 135
L
C S
L
C S
L
C S
L
C S
D2
CS502
L 1C
S
L 1C
S
IS
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A N
D
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ISLAND 4A TOP EL. 672
IS
L
A N
D
B T
O P E
L
L A
R G
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R O
IN
S
L A
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E G
R O
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150'
TRANSITION
FROM LARGE TO
STANDARD GROINS
S T
A N
D A
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G R
O
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S
180'
STANDARD
GROINS
ALIGN ISLAND 4A
ALIGN ISLAND 4B
100' BUFFER TO
EXISTING ISLAND
G1
CS502
G7
CS502
D2
CS502
DREDGE SITE PLANS
AND CS103 FOR
SEE SHEETS CS102
G10
CS501
G10
CS501
G10
CS501
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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IN
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E L
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A T
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N
D A
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A
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D F
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T O
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0 200'100'
SITE PLAN ISLAND 4
SCALE: 1" = 100'
A1
N
GENERAL SHEET NOTES:
DIMENSIONS, ELEVATIONS AND GRADING POINT LOCATIONS.
SEE TABLE 1, TABLE 2, AND TABLE 3 ON SHEET CS501 FOR FEATURE 4.
CONSTRUCTION.
SEE TYPICAL SECTIONS, SHEET CS501 FOR ISLAND AND DREDGING 3.
ELEVATIONS.
PLAN VIEW. SEE DETAILS ON CS502 FOR ROCK GROIN DIMENSIONS AND
OR BERM) DEPENDENT ON THEIR SIZE. TYPICAL SPACING IS INDICATED IN THIS
ROCK GROINS SHALL BE PLACED AT 150' OR 180' O.C. (ALONG EDGE OF ISLAND 2.
R
R
R
188.25' R
R
R
50'
R
R
20'
40'
0'
R
725'
R
R
140'R
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B A
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B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
J
K
L
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N
P
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B M
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B Y
C H
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D B
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D R
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D A
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S I Z
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M A
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D E
S C
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N D
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SHEET ID
207 208 209
331 332 333
O V E R
W
IN
TE
R
IN
G
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G E
B O
TT
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L.
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OVERWINTERING DREDGE 2
BOTTOM EL. 659.1
ALIGN DREDGE
D1
CS501
D1
CS501
D
C S
D
C S
SEE SHEET CS101 FOR ISLAND SITE PLAN
A1
CS501
A1
CS501
A
C S
A
C S
SEE SHEET CS103 FOR CONTINUATION
A4
CS502
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
E N
G
IN
E E
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E L
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A T
IO
N
D A
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M
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A
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IN
A
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S Y
S T
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H
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A L
C O
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R O
L
C O
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IN
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D F
A C
T O
R
C F
G E
O
ID
0 200'100'
SITE PLAN DREDGE AREA 1
SCALE: 1" = 100'
A1
N
GENERAL SHEET NOTES:
THE CONTRACTING OFFICER PRIOR TO OPTING TO CONSTRUCT THIS FEATURE.
FEATURE IF NECESSARY FOR OPERATIONS. THE CONTRACTOR SHALL NOTIFY
OPTIONAL FEATURE. THE CONTRACTOR MAY CHOOSE TO CONSTRUCT THIS
THE ACCESS DREDGE PASSING ZONE DETAIL A4 ON SHEET CS502 IS AN 5.
DIMENSIONS, ELEVATIONS AND GRADING POINT LOCATIONS.
SEE TABLE 1, TABLE 2, AND TABLE 3 ON SHEET CS501 FOR FEATURE 4.
CONSTRUCTION.
SEE TYPICAL SECTIONS, SHEET CS501 FOR ISLAND AND DREDGING 3.
ELEVATIONS.
PLAN VIEW. SEE DETAILS ON CS502 FOR ROCK GROIN DIMENSIONS AND
OR BERM) DEPENDENT ON THEIR SIZE. TYPICAL SPACING IS INDICATED IN THIS
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SEE SHEET CS101 FOR ISLAND SITE PLAN
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GENERAL SHEET NOTES:
DIMENSIONS, ELEVATIONS AND GRADING POINT LOCATIONS.
SEE TABLE 1, TABLE 2, AND TABLE 3 ON SHEET CS501 FOR FEATURE 4.
CONSTRUCTION.
SEE TYPICAL SECTIONS, SHEET CS501 FOR ISLAND AND DREDGING 3.
ELEVATIONS.
PLAN VIEW. SEE DETAILS ON CS502 FOR ROCK GROIN DIMENSIONS AND
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WISCONSIN
BUFFALO COUNTY
FLOW
MISSISSIPPI RIVER
3,127,976.99E
846,125.36N
RL12
3,127,885.61E
846,424.26N
RL11
3,127,450.14E
846,186.83N
RL1
3,127,528.20E
846,475.33N
RL2 COOPERATIVE ACCESS ROUTE
3,127,608.04E
846,770.38N
RL3
3,127,813.49E
846,819.25N
RL4
3,127,847.41E
847,105.68N
RL5
3,127,982.63E
847,089.66N
RL6
3,128,249.58E
846,983.17N
RL7
3,128,462.48E
846,830.45N
RL8
3,128,547.53E
846,614.66N
RL9
3,128,071.67E
846,397.67N
RL10
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GENERAL SHEET NOTES:
AERIAL PHOTOS OF THIS AREA ARE DATED 18JUN2021.10.
SPECIFICATIONS.
OPERATING PROCEDURE AS SPECIFIED IN SECTION 01 14 00.00 13 OF THE
PER BANK SWALLOW NEST PREVENTION IMPACT AVOIDANCE STANDARD
SITE WILL BE VOID OF PEOPLE/EQUIPMENT ACTIVITY FOR ANY 24 HOUR PERIOD
ALL VERTICAL SLOPES MUST BE GRADED OR PULLED DOWN IF THE BORROW 9.
VEGETATION/TREES TO ANCHOR EQUIPMENT.
TRAVELING OUTSIDE WORK LIMITS WITH EQUIPMENT, OR USING
THIS INCLUDES PUSHING DEBRIS (INCLUDING SAND) OUTSIDE OF WORK LIMITS,
NO VEGETATION OUTSIDE THE IDENTIFIED WORK LIMITS SHALL BE DISTURBED. 8.
DO NOT DISTURB/DAMAGE ANY TREES ON OUTER SLOPES.7.
OFFICER OF PROPOSED OPERATION LIMITS.
THEN RESUME WORK. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING
RIGHT TO STOP WORK, PLACE SAND AT READS, ORDER ANOTHER SURVEY,
BORROW OPERATIONS ARE OCCURRING, THE GOVERNMENT RESERVES THE
EVENT OF ADDITIONAL PLACEMENT OF SAND AT READS LANDING WHILE
CONTINUOUS SURVEYS AT BOTH BORROW AND PLACEMENT SITES. IN THE
THE SITE FOR BORROW MATERIAL. THIS PROJECT WILL NECESSITATE
COOPERATIVE ACCESS ROUTE BETWEEN ANY CONTRACTORS ACTIVELY USING
READS LANDING (BETWEEN POINTS RL2 AND RL11) SHALL BE CONSIDERED A
OPERATIONS WITHIN THESE MAXIMUM WORK LIMITS. THE ENTRY AREA TO
THE CONTRACTOR WILL BE ABLE TO ACQUIRE ALL NEEDED MATERIAL AND SITE
MAXIMUM WORK LIMITS ARE PROVIDED ON THIS SHEET. IT IS ANTICIPATED THAT 6.
ONLY. NO MATERIAL STOCKPILES WILL BE ALLOWED AT THIS SITE.
USE OF THE READS LANDING SITE SHALL BE LIMITED TO MATERIAL LOADING 5.
OPERATIONS.
ACTIVITIES SHALL NOT INTERFERE WITH GOVERNMENT PLACEMENT
CONSTRUCTION ACTIVITIES. THE CONTRACTOR'S STAGING AND BORROW
ADDITIONAL DREDGE MATERIAL MAY BE PLACED ON THE SITE DURING
THE READS LANDING SITE IS AN ACTIVE DREDGE PLACMENT SITE AND 4.
ACCESS TO THE SITE.
CONSTRUCTED FOR PREVENTION OF UN-AUTHORIZED RECREATIONAL BOAT
1V:3H SLOPE ON BOTH SIDES, A MINIMUM ELEVATION OF 671.6 AND BE
ISLAND EDGE ACROSS OPENING. BERM SHALL BE MINIMUM 15' WIDE AT TOP,
(NEW OR EXISTING) CHANNEL AND INSTALL A GRANULAR FILL BERM ALONG
FOLLOWING COMPLETION OF WORK THE CONTRACTOR SHALL CLOSE THE 3.
DEVELOPMENT OF THE STAGING SITE.
SUBMITTAL TO THE CONTRACTING OFFICER WILL BE REQUIRED PRIOR TO
THE SITE AS REQUIRED FOR LOADING OR STAGING ACCESS. A SITE GRADING
UPPER POOL 4 CONTRACT. CONTRACTOR MAY DREDGE ACCESS CHANNEL AT
READS LANDING SITE. READS LANDING IS ALSO THE BORROW SITE FOR THE
APPROXIMATELY 1,125,000 CY OF GRANULAR BORROW IS AVAILABLE AT THE 2.
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ISLAND 4A AND 4B TYPICAL SECTION
M A
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(SEE SHEET CS101 AND TABLE 1)
ISLAND 4A OR 4B TOP ELEVATION
W
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ALIGN ISLAND 4A OR ALIGN ISLAND 4B
H1
SCALE: NTS
WILLOW PLANTING TYP. SECTION
H6
SCALE: NTS
WILLOW PLANTING PLAN VIEW
SECOND ROW (WILLOW EVERY 2')
FIRST ROW (WILLOW EVERY 2')
M A
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EXISTING GROUND LINE VARIES (TYP.)
WILLOW CUTTINGS AT ELEVATION 671
PLACE SECOND ROW OF
CUTTINGS AT ELEVATION 671.66
PLACE FIRST ROW OF WILLOW
2' TYP.
SEE DETAIL H2 AND H6 ON THIS SHEET
WILLOW PLANTING (TYP.)
TOE OF FILL
20' RADIUS
TOP OF PAD
1V:5H FILL SLOPES
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SCALE: NTS
TYPICAL CONSTRUCTION PAD
FURTHER SIZING DETAIL
SEE NOTE 7 FOR
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ACCESS DREDGE TYPICAL SECTION
C
EXISTING…
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