Marinette-Menekaunee Harbor-Drawings - 060614

MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
MARINETTE, WISCONSIN
MARINETTE
COUNTY
JUNE 2014
VICINITY MAP
NTS
SHT NO
G1.0
TITLE SHEET
DRAWING INDEX
DESCRIPTION
LANDFILL
GREEN BAY
G1.1
LEGEND & ABBREVIATIONS
C1.0 ANTICIPATED DREDGE SPOILS TRUCK ROUTES
C2.0
C2.1
C2.2
C2.3
C2.4
LOT 24 EXISTING CONDITIONS - NAVIGATIONAL DREDGE SPOILS CONTAINMENT SITE
LOT 24 LAYOUT - NAVIGATIONAL DREDGE SPOILS CONTAINMENT SITE
LOT 24 BASE DESIGN - NAVIGATIONAL DREDGE SPOILS CONTAINMENT SITE
LOT 24 FINAL GRADES - NAVIGATIONAL DREDGE SPOILS CONTAINMENT SITE
CROSS SECTION
HARBOR
C3.0
C3.1
C3.2
C4.0
EXISTING HARBOR SITE PLAN & CONTOURS
HARBOR DREDGING PLAN & INTERMEDIARY CONTOURS
FINAL HARBOR SITE PLAN & CONTOURS
HARBOR CROSS SECTION - 1
wisdot-gshade.stb
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\General Sheets\G1.0 Title Sheet.dwg
DES BY
G. SHAMBEAU
DR BY
CHK BY
G. SHAMBEAU
C. GOODWIN
C4.1
C4.2
HARBOR CROSS SECTION - 2
HARBOR CROSS SECTION - 3
C4.3 HARBOR CROSS SECTION - 4
C4.4 HARBOR CROSS SECTION - 5
C5.0 TYPICAL CROSS SECTIONS - 1
C5.1 TYPICAL CROSS SECTIONS - 2
C6.0 MISC. SITE DETAILS
S1.0 SHEET PILE WALL PLAN & PROFILE
S1.1 SHEET PILE WALL DETAILS
S2.0 STRUCTURAL DETAILS
NOTE:
THIS PLAN SET WAS PREPARED IN COLOR.
REPRODUCTION BY MEANS OTHER THAN
EQUIVALENT COLOR COPYING MAY CAUSE SOME
DATA TO BE LOST OR MISREPRESENTED.
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
MARINETTE AVE / HWY 41
LOT 24
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
CLEVELAND AVE
PIERCE AVE
UNIVERSITY DRIVE
PROJECT AREA
EAU CLAIRE, WISCONSIN
LINCOLN STREET
OGDEN STREET
W. BAY SHORE STREET
TITLE SHEET
SHEET NO
G1.0

EXISTING LEGEND:
SANITARY SEWER
WATER MAIN
HYD
SAN MH
V&B
PROPOSED LEGEND:
SANITARY SEWER
SAN MH
SAN LATERAL
WITH CLEAN OUT
STORM SEWER
UNDERGROUND GAS
UNDERGROUND ELECTRIC
UNDERGROUND FIBER OPTIC
UNDERGROUND TELEPHONE
GAS MH
ELECTRIC
MANHOLE
TELEPHONE
MANHOLE
CB
STM MH
FORCE MAIN
WATER MAIN
STORM SEWER
CURB AND GUTTER
HYD
CB
STM MH
X CS
UNDERDRAIN
INSULATION
V&B
APRON ENDWALL
AND RIP RAP
REDUCER
INLET MH
ROUND
INLET MH
SQUARE
UNDERGROUND VIDEO
SIDEWALK
SIDEWALK
OVERHEAD ELECTRIC
HARD SURFACE ROADWAY
ASPHALT, CONRETE, ETC
UTILITY POLES:
POWER POLES
POWER
POLE
GUY
CABLE
GUY
POLE
NON-SURFACED ROADWAY
GRAVEL, DIRT, ETC
TELEPHONE POLE
CONTOURS
100
99
LIGHT POLE
FENCE
CONTROL POINT
BASELINE
10+00
PEDESTAL / TRANSFORMER
PERMANENT EASEMENT
CURB AND GUTTER
TEMPORARY EASEMENT
SIDEWALK
SIDEWALK
SILT FENCE
HARD SURFACED ROADWAY
ASPHALT, CONCRETE, ETC.
EROSION BALES
NON-SURFACED ROADWAY
GRAVEL, DIRT, ETC.
EROSION MAT
TREE - DECIDUOUS
EROSION LOG
TREE - CONIFEROUS
SAW CUT
TREE LINE
DITCH
BUSH
RETAINING WALL
CONTOURS
100
99
POND
DITCH
SPOT ELEVATION
+800.80
FENCE
CONSTRUCTION EASEMENT
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\General Sheets\G1.1 Legend & Abbreviations.dwg
RIGHT OF WAY
PROPERTY LINE
SECTION LINE
RETAINING WALL
WETLAND
STREET CENTERLINE
WATER'S EDGE
SWAMP EDGE
BENCHMARK
BUILDING
DES BY
G. SHAMBEAU
DR BY
CHK BY
G. SHAMBEAU
C. GOODWIN
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
ROW
MARKER
SECTION CORNER
IRON PIPE
IRON BAR
MONUMENT
UTILITY EASEMENT
SETBACK
GUARD RAIL
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
EAU CLAIRE, WISCONSIN
LEGEND:
00
PR-12
00
PR-12
1
SECTION NUMBER
SHEET WHERE DRAWN
DETAIL OR PLAN NUMBER
SHEET WHERE DRAWN
NUMBER OF DRAWING
ON THAT SHEET
PLAN, DETAIL OR SECTION
1" = 100'
LEGEND & ABBREVIATIONS
SHEET NO
G1.1

CONTINUE ON HWY 41
TO WASTE MANAGEMENT
ELMWOOD ROAD NUMBER 4
MENOMONEE, MI 49858
TRUCK ROUTE TO/FROM
LANDFILL
MENEKAUNEE HARBOR
(APPROX. DREDGE AREA)
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C1.0 Anticipated Dredge Spoils Truck Routes.dwg
DES BY
G. SHAMBEAU
DR BY
G. SHAMBEAU
CHK BY
C. GOODWIN
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
LOT 24
(APPROX. DREDGE
SPOILS CONTAINMENT
SITE AREA)
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
EAU CLAIRE, WISCONSIN
TRUCK ROUTE TO/FROM
LOT 24 DREDGE SPOILS
CONTAINMENT AREA
ANTICIPATED DREDGE SPOILS TRUCK ROUTES
SHEET NO
C1.0

ANR
OLD BW
OLD BW
ANR
TWC
TWC
EG1
AMERITEC
STUB POST
STUB POST
W PS
WPS
TWC
CITY
W PS
W PS
BM
613.46
TAG BOLT 131.41
CITY
W PS
CP
PK
0
NORTH
100
FEET
575.00'
WOODS
WOODS
610
150.00'
616
618
WOODS
50' EASEMENT
VARIOUS CLEAN
FILLDEPOSITS
CITY
OUTLOT 6
409.82'
CITY
LOT
TP-2
622
620
24
286.72'
618
TP-1
(7.6 ACRES)
612
614
616
612
120.27'
LEGEND
TREE LINE
614
PHRAGMITES
610
614
616
612
CORPORATE PIPE PROPERTY
PHRAGMITES
(LOT 25)
608
EDGE OF GRAVEL
STORMWATER
DETENTION BASIN
616
PROPERTY LINE
RIGHT OF WAY
2 - FOOT ELEVATION CONTOURS
DELINEATED WETLAND AREAS
478.53'
WOODS
TP-3
610
612
30' INGRESS AND EGRESS
UTILITY EASEMENT
TP-4
612
181.31'
610
612
DELINEATED
WETLANDS
BIT
6/5/2014
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DR.BY
CHK.BY
DATE
TP-3
NOTES:
1.
2.
3.
4.
T. SHUPERT
D. FREE
JUNE 2014
BOOK NO.
JOB NO.
SCALE
SOIL TEST PIT LOCATION AND NUMBER
UNDERGROUND GAS LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
UDERGROUND ELECTRIC LINE
UNDERGROUND SANITARY SEWER
STORM SEWER PIPE
DITCH CENTERLINE
APPROXIMATE EDGE OF WATER
19-0277.36
AS SHOWN
NO. DATE REVISION
TIME WARNER PROPERTY
TOPOGRAPHIC SURVEY AND TEST PITS COMPLETED BY AYRES ASSOCIATES
ON 10-13-2013.
PLAT/ PROPERTY LINE SURVEY PROVIDED BY THE CITY OF MARINETTE
ENGINEERING DEPARTMENT.
WETLANDS DELINEATED BY AYRES ASSOCIATES ON OCTOBER 7-8, 2013.
DO NOT DISTURB PHRAGMITES AREAS. ANY SOILS CONTAINING PHRAGMITES
TO BE TREATED OR BURIED AT DIRRECTION OF THE OWNER.
3 March 19, 2014
100% Design Level Plans
2 Feb. 18, 2014
60% Design Level Plans
1 Nov. 15, 2013 30% Design Level Plans
MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO. DATE REVISION
MARINETTE, WISCONSIN
612
20.00' 71.87'
GRAVEL
CITY
OUTLOT 4
303.57'
20' INGRESS AND
EGRESS EASEMENT
ASSOCIATES
Eau Claire, Wisconsin
40.46'
12" R CP
12" RCCP
12" R CP
612
MURRAY STREET
CITY
LOT
23
LOT 24 EXISTING CONDITIONS
NAVIGATIONAL DREDGE SPOILS CONTAINMENT SITE
DRAWING NO.
C2.0

ANR
OLD BW
OLD BW
ANR
TEST PIT
WZ
TWC
TEST PIT
TEST PIT
TWC
TEST PIT
AMERITEC
GUY
STUB POST
GUY
STUB POST
W PS
WPS
TPED
TWC
CITY
W PS
BM
613.46
WV
TAG BOLT 131.41
WV
W PS
WV
CITY
W PS
CP
PK
IP
CAP
S
CLEARING AND GRUBBING WITHIN
CONSTRUCTION LIMITS TO
FACILITATE PROJECT
20' STORMWATER
MANAGEMENT AREA
0
NORTH
FEET
100
575.00'
WOODS
LIMITS OF DREDGE MATERIAL
CONTAINMENT AREA 3.03 ac
WOODS
150.00'
CONSTRUCTION
LIMITS
WOODS
50' EASEMENT
20' PROPERTY LINE SETBACK
CITY
OUTLOT 6
409.82'
CITY
LOT
TP-2
286.72'
24
TOPSOIL
STOCKPILE
AREA
TP-1
(7.6 ACRES)
LOT 24
CONTAINMENT SITE AREA
120.27'
CORPORATE PIPE PROPERTY
LEGEND
(LOT 25)
TREE LINE
STORMWATER
DETENTION BASIN
EDGE OF GRAVEL
PROPERTY LINE
TP-3
181.31'
S
616
RIGHT OF WAY
2 - FOOT ELEVATION CONTOURS
478.53'
WOODS
TP-4
DELINEATED
WETLANDS
BIT
DELINEATED WETLAND AREAS
12" R CP
TP-3
SOIL TEST PIT LOCATION AND NUMBER
40.46'
12" RCCP
12" R CP
MURRAY STREET
6/5/2014
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DR.BY
CHK.BY
DATE
NOTES:
1.
2.
3.
T. SHUPERT
D. FREE
JUNE 2014
BOOK NO.
JOB NO.
SCALE
UNDERGROUND GAS LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
UDERGROUND ELECTRIC LINE
UNDERGROUND SANITARY SEWER
STORM SEWER PIPE
DITCH CENTERLINE
APPROXIMATE EDGE OF WATER
CONSTRUCTION LIMITS
19-0277.36
AS SHOWN
NO. DATE REVISION
TIME WARNER PROPERTY
TOPOGRAPHIC SURVEY AND TEST PITS COMPLETED BY AYRES ASSOCIATES
ON 10-13-2013.
PLAT/ PROPERTY LINE SURVEY PROVIDED BY THE CITY OF MARINETTE
ENGINEERING DEPARTMENT.
WETLANDS DELINEATED BY AYRES ASSOCIATES ON OCTOBER 7-8, 2013.
3 March 19, 2014 100% Design Level Plans
2 Feb. 18, 2014
60% Design Level Plans
1 Nov. 15, 2013 30% Design Level Plans
MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO. DATE REVISION
MARINETTE, WISCONSIN
20.00' 71.87'
GRAVEL
CITY
OUTLOT 4
303.57'
20' INGRESS AND
EGRESS EASEMENT
ASSOCIATES
Eau Claire, Wisconsin
CITY
LOT
23
30' INGRESS AND EGRESS
UTILITY EASEMENT
LOT 24 LAYOUT
NAVIGATIONAL DREDGE SPOILS CONTAINMENT SITE
DRAWING NO.
C2.1

ANR
2409
610.44
TREL1
OLD BW
OLD BW
OLD BW
2408
613.45
TREL1 FEN ST
2407
615.33
TREL1
ANR
WZ
TWC
TWC
AMERITEC
GUY
STUB POST
GUY
STUB POST
W PS
WPS
TPED
TWC
CITY
W PS
BM
613.46
WV
TAG BOLT 131.41
WV
W PS
WV
CITY
W PS
CP
PK
IP
CAP
S
EARTHWORK ESTIMATES
SILT FENCE SITE
PERIMETER
TOPSOIL AVE EXCAVATION DEPTH = 6 IN.
TOTAL TOSOIL EXCAVATION = 2,440 CY
20' STORMWATER
MANAGEMENT AREA
0
NORTH
FEET
100
575.00'
50' EASEMENT
WOODS
LIMITS OF DREDGE MATERIAL
CONTAINMENT AREA 3.03 ACRES
CONSTRUCTION
LIMITS
~0.1%
~0.1%
150.00'
20' PROPERTY LINE SETBACK
CITY
OUTLOT 6
6" AVERAGE DEPTH OF TOPSOIL
TO BE STRIPPED AND STOCKPILED.
SLOPE AREA TO PERIMETER SWALE AT
SOUTH ONLY AND TOWARD DRAINGAGEWAY
409.82'
SLOPE BASE OF CONTAINMENT
AREA TOWARD DRAINAGEWAY
286.72'
LEGEND
TOPSOIL
STOCKPILE
AREA
CITY
LOT
24
8' WIDE STONE
DRAINAGEWAY
~0.1%
~0.1%
120.27'
PLACE 3" TO 4" OF SHREDDED WOOD ON
TOP OF PREPARED BASE PRIOR TO
PLACEMENT OF SPOILS
CORPORATE PIPE PROPERTY
(LOT 25)
TREE LINE
616
EDGE OF GRAVEL
PROPERTY LINE
RIGHT OF WAY
2 - FOOT ELEVATION CONTOURS
DELINEATED WETLAND AREAS
STORMWATER
DETENTION BASIN
PERIMETER DRAINAGE SWALE TO SLOPE
AT MINIMUM OF 0.10% AROUND PERIMETER
TOWARD DRAINAGEWAY AND INTO
DETENTION BASIN
478.53'
WOODS
INSTALL SITE
ACCESS ROAD
BASE DRAINAGE
(TYPICAL)
181.31'
S
DELINEATED
WETLANDS
BIT
SHREDDED WOOD PLACED PERIODICALLY
TO SUPPORT TRAFFIC INTO AND OUT OF
CONTAINMENT SITE AREA
UNDERGROUND GAS LINE
UNDERGROUND TELEPHONE LINE
40.46'
12" R CP
12" RCCP
12" R CP
MURRAY STREET
6/5/2014
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DR.BY
CHK.BY
DATE
NOTES:
1.
2.
3.
T. SHUPERT
D. FREE
JUNE 2014
BOOK NO.
JOB NO.
SCALE
UNDERGROUND WATER LINE
UDERGROUND ELECTRIC LINE
UNDERGROUND SANITARY SEWER
STORM SEWER PIPE
DITCH CENTERLINE
APPROXIMATE EDGE OF WATER
CONSTRUCTION LIMITS
SILT FENCE
19-0277.36
AS SHOWN
NO. DATE REVISION
TIME WARNER PROPERTY
TOPOGRAPHIC SURVEY AND TEST PITS COMPLETED BY AYRES ASSOCIATES
ON 10-13-2013.
PLAT/ PROPERTY LINE SURVEY PROVIDED BY THE CITY OF MARINETTE
ENGINEERING DEPARTMENT.
WETLANDS DELINEATED BY AYRES ASSOCIATES ON OCTOBER 7-8, 2013.
3 March 19, 2014 100% Design Level Plans
2 Feb. 18, 2014
60% Design Level Plans
1 Nov. 15, 2013 30% Design Level Plans
MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO. DATE REVISION
MARINETTE, WISCONSIN
20.00' 71.87'
GRAVEL
CITY
OUTLOT 4
303.57'
20' INGRESS AND
EGRESS EASEMENT
12" CMP CULVERT
UNDER ROAD ACCESS
ASSOCIATES
Eau Claire, Wisconsin
CITY
LOT
23
30' INGRESS AND EGRESS
NO PROJECT DRAINAGE ALLOWED
OFF-SITE OR TO WETLAND
LOT 24 BASE DESIGN
NAVIGATIONAL DREDGE SPOILS CONTAINMENT SITE
DRAWING NO.
C2.2

2410
GAS ST
ANR
ANR
2409
610.44
TREL1
2409
610.44
TREL1
OLD BW
OLD BW
ANR
TEST PIT
620
WZ
TWC
TEST PIT
4:1
5%
630
TWC
286.72'
620
AMERITEC
GUY
STUB POST
GUY
STUB POST
W PS
WPS
TPED
TWC
CITY
W PS
BM
613.46
WV
TAG BOLT 131.41
WV
W PS
WV
CITY
W PS
CP
PK
IP
CAP
S
EARTHWORK ESTIMATES
SILT FENCE SITE
PERIMETER
20' STORMWATER
MANAGEMENT AREA
MAXIMUM ALLOWABLE FILL
PER DESIGN = 54,500 CY
PEAK OF FILL ELEVATION = 631.9 FT.
0
NORTH
FEET
100
575.00'
50' EASEMENT
WOODS
LIMITS OF DREDGE MATERIAL
CONTAINMENT AREA 3.03 ACRES
NOTES:
1. MAXIMUM FILL CONTOURS SHOWN.
2. THE ESTIMATED VOLUME OF DREDGE MATERIAL
TO BE CONTAINED ON SITE IS 27,500 CY. BUT
MAY BE LESS OR MORE.
620
CONSTRUCTION
LIMITS
150.00'
20' PROPERTY LINE SETBACK
CITY
OUTLOT 6
3. FINAL TOP SHALL HAVE A MINIMUM SLOPE OF 5%
FOR SURFACE DRAINAGE.
409.82'
PEAK TOP OF FILL
ELEVATION 631.9
5%
5%
4:1
120.27'
4:1
LEGEND
TREE LINE
EDGE OF GRAVEL
8' WIDE STONE
DRAINAGEWAY
STORMWATER
DETENTION BASIN
5%
CORPORATE PIPE PROPERTY
(LOT 25)
PROPERTY LINE
RIGHT OF WAY
PERIMETER DRAINAGE SWALE
620
4:1
181.31'
S
616
2 - FOOT ELEVATION CONTOURS
DELINEATED WETLAND AREAS
478.53'
WOODS
DELINEATED
WETLANDS
BIT
UNDERGROUND GAS LINE
UNDERGROUND TELEPHONE LINE
40.46'
12" R CP
12" RCCP
12" R CP
MURRAY STREET
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DR.BY
CHK.BY
DATE
T. SHUPERT
D. FREE
NOVEMBER JUNE 2014 2013
NOTES:
1.
2.
3.
BOOK NO.
JOB NO.
SCALE
UNDERGROUND WATER LINE
UDERGROUND ELECTRIC LINE
UNDERGROUND SANITARY SEWER
STORM SEWER PIPE
DITCH CENTERLINE
APPROXIMATE EDGE OF WATER
CONSTRUCTION LIMITS
SILT FENCE
19-0277.36
AS SHOWN
NO. DATE REVISION
TIME WARNER PROPERTY
TOPOGRAPHIC SURVEY AND TEST PITS COMPLETED BY AYRES ASSOCIATES
ON 10-13-2013.
PLAT/ PROPERTY LINE SURVEY PROVIDED BY THE CITY OF MARINETTE
ENGINEERING DEPARTMENT.
WETLANDS DELINEATED BY AYRES ASSOCIATES ON OCTOBER 7-8, 2013.
3 March 19, 2014 100% Design Level Plans
2 Feb. 18, 2014
60% Design Level Plans
1 Nov. 15, 2013 30% Design Level Plans
MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO. DATE REVISION
MARINETTE, WISCONSIN
20.00' 71.87'
GRAVEL
303.57'
20' INGRESS AND
EGRESS EASEMENT
30' INGRESS AND EGRESS
UTILITY EASEMENT
CITY
OUTLOT 4
ASSOCIATES
Eau Claire, Wisconsin
CITY
LOT
23
12" CMP CULVERT
LOT 24 FINAL GRADES
NAVIGATIONAL DREDGE SPOILS CONTAINMENT SITE
DRAWING NO.
C2.3

ANR
TEST PIT
WZ
TWC
TEST PIT
4:1
5%
630
TWC
AMERITEC
GUY
STUB POST
GUY
STUB POST
W PS
WPS
TPED
TWC
CITY
W PS
WV
WV
W PS
BM
613.46
TAG BOLT 131.41
WV
12" R CP
CITY
W PS
CP
PK
12" R CP
IP
CAP
575.00'
A
A'
PEAK TOP OF FILL
ELEVATION 631.9
620
150.00'
A
NORTH
CITY
OUTLOT 6
FINAL TOP
(TOP OF TOPSOIL)
5%
6" TOPSOIL
630
620
5%
286.72'
TOP OF DREDGE SPOILS
5%
4:1
120.27'
4:1
620
625
5%
STORMWATER
DETENTION BASIN
4:1
620
181.31'
4:1 SLOPE MAX
S
DELINEATED
WETLANDS
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478.53'
DR.BY
BOOK NO.
T. SHUPERT
CHK.BY
JOB NO.
D. FREE
DATE
SCALE
NOVEMBER JUNE 2014 2013
19-0277.36
AS SHOWN
WOODS
NO. DATE REVISION
20.00' 71.87'
GRAVEL
NOT TO SCALE
A'
303.57'
SECTION LOCATION
3+00
3 March 19, 2014 100% Design Level Plans
2 Feb. 18, 2014
60% Design Level Plans
1 Nov. 15, 2013 30% Design Level Plans
40.46'
12" RCCP
BIT
DRAINAGE
SWALE
2+50
2+00
MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO. DATE REVISION
MARINETTE, WISCONSIN
LIMITS OF CONTAINMENT AREA
EXISTING FILL
BOTTOM OF DREDGE SPOILS
EXISTING TOPSOIL 17" - 28"
DREDGE SPOILS
EXISTING FINE GRAINED SAND SOIL
1+50
CROSS SECTION A - A'
LOOKING EAST
ASSOCIATES
Eau Claire, Wisconsin
EXISTING GROUND
SLOPE
WATER TABLE AT
28" - 56" BELOW
GROUND SURFACE
1+00
CROSS SECTION
0+50
LIMITS OF CONTAINMENT AREA
DRAINAGE
SWALE
0+00
DRAWING NO.
620
615
610
C2.4

X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X
X
X
X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GROUND CONTROL:
1. COORDINATE SYSTEM: WISCONSIN COUNTY COORDINATE SYSTEM (WCCS), MARINETTE
ZONE, NORTH AMERICAN DATUM OF 1983, ADJUSTMENT 1991
(NAD83(91))
2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)
3. ORIGIN STATION: MARINETT (810903.139-ft E, 143696.924-ft N, 582.43-ft Z)
4. SITE CONTROL: BM 1 - CORP. OF ENGINEERS (812178.28-ft E, 145998.65-ft N, 589.06-ft Z)
X X X
7
C4.3
8
C4.3
9
C4.4
10
C4.4
TO GREEN BAY
5 6
C4.2
C4.2
X X X X
X XX
XX X X X X X
1 2
C4.0
C4.0
XX
3
C4.1
4
C4.1
X X X X X X X X X X X X X X X X X X
X X
X X X
PRIVATE PROPERTY
DO NOT STAGE EQUIPEMENT
OR DREDGE IN THIS AREA
(LOCATION IS APPROXIMATE)
X X X
X X
OGDEN STREET
MENEKAUNEE
HARBOR
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C3.0 Existing Harbor Plan & Contours.dwg
BM 1
CORP. OF
ENGINEER
MARKER
WATER STREET
DES BY
G. SHAMBEAU
DR BY
CHK BY
G. SHAMBEAU
C. GOODWIN
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
1 2 3 4 5 6 7 8 9 10
C4.0 C4.0 C4.1 C4.1 C4.2 C4.2 C4.3 C4.3 C4.4 C4.4
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
X X X
X X
EAU CLAIRE, WISCONSIN
EXISTING HARBOR PLAN & CONTOURS
SHEET NO
C3.0

X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X
X
X
X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
NOTES:
1. MAJORITY OF SEDIMENT IS SILTY SAND. WOOD DEBRIS ENCOUNTERED DURING SAMPLING
AND ANTICIPATED THROUGHOUT HARBOR.
2. COLLECT ALL WASTEWATER FROM DREDGE SPOILS FOR TESTING/TREATMENT PRIOR TO
RETURNING TO HARBOR. SEE SPECIFICATIONS FOR PERMIT OUTLINING DNR SET LIMITS FOR
CARRIAGE/INTERSTITIAL WATER DISCHARGES.
3. MAINTAIN 20-FT BUFFER FROM ALL SHORELINE STRUCTURES TO REMAIN.
4. APPROXIMATE DREDGE AREA BELOW EL 578.0 = 8.8 ACRES.
5. SEE TECHNICAL SPECIFICATIONS AND EROSION CONTROL AND STORM WATER
MANAGEMENT PLAN (ECSMP) FOR DETAILS REGARDING STORM WATER BMPs AND IN-WATER
ESTIMATED BMPs-TSS DREDGE CONTROLS. VOLUMES:
1. NAVIGATIONAL ("CLEAN") DREDGE SPOILS = 45,000 CY. APPROXIMATELY 22,500 CY OF
NAVIGATIONAL DREDGE SPOILS TO BE SENT TO LOT 24 (SEE C2.0-C2.4). APPROXIMATELY
22,500 CY OF NAVIGATIONAL DREDGE SPOILS TO BE RE-USED TO FILL EAST SIDE OF HARBOR
(SEE C3.2).
2. ENVIRONMENTAL ("CONTAMINATED") DREDGE SPOILS = 27,500 CY (APPROXIMATELY 41,250
TONS). ENVIRONMENTAL SPOILS TO BE SENT TO LANDFILL.
TRACKING PAD
X X X
PROVIDE SILT FENCE AROUND
DEWATERING/STAGING AREA
DISTURBANCE AREAS:
1. HARBOR AREA DISTURBED (DREDGED BELOW WATERLINE) = 8.7 ACRES
2. SHORELINE TREATMENT AREA (ABOVE WATERLINE, DOES NOT INCLUDE RIPRAP BELOW
WATERLINE) = 1.5 ACRES
3. STAGING, DEWATERING, AND STORAGE AREA = 1.9 ACRES (1.3 NORTH, 0.6 SOUTH)
XX
X X X X X
XX X X X X X
XX
X X X X X X X X X X X X X X X X X X
NEW SHEET PILE WALL
INSTALL PRIOR TO DREDGING
OPERATIONS TO AVOID LOSS
OF EXISTING SHORELINE
5 6
C4.2
C4.2
X X X
7
C4.3
8
C4.3
9
C4.4
MH07-SS-14
10
C4.4
TO GREEN BAY
TURBIDITY BARRIER(S)
HARBOR MUST REMAIN
OPEN TO BOAT TRAFFIC
AT ALL TIMES
1 2
C4.0 C4.0
DEWATERING AND
CONSTRUCTION
STAGING AREA
3
C4.1
4
C4.1
X X
MH07-SS-13
MHS3
X X X
X X X
MH07-SS-01
MHS4
MH07-SS-02
MH07-SS-12
OGDEN STREET
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C3.1 Harbor Dredging Plan & Intermediary Contours.dwg
DES BY
G. SHAMBEAU
DR BY
CHK BY
G. SHAMBEAU
C. GOODWIN
X X
CHANNEL CLOSED
OFF WITH RIPRAP
MAINTAIN EXISTING GRADE
WITHIN 20-FT OF STEPPED
FISHING AREA
ADDITIONAL STAGING/
DEWATERING AREA
WATER STREET
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
HTM-1
MH07-SS-06
MENEKAUNEE
HARBOR
MH07-SS-07
HTM-2
MHS5
MH07-SS-08
MH07-SS-03
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
MHS1
MHS6
HTM-3
HTM-4
X X X
X X
MH07-SS-04
EAU CLAIRE, WISCONSIN
MH07-SS-09
1 2 3 4 5 6 7 8 9 10
C4.0 C4.0 C4.1 C4.1 C4.2 C4.2 C4.3 C4.3 C4.4 C4.4
PROVIDE SILT FENCE AROUND
DEWATERING/STAGING AREA
MHS2
MH07-SS-05
MH07-SS-11
MH07-SS-10
HARBOR DREDGING PLAN & INTERMEDIARY CONTOURS
SHEET NO
C3.1

X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Random
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X
X
X
X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
7
C4.3
8
C4.3
9
C4.4
10
C4.4
TO GREEN BAY
5 6
C4.2
C4.2
RIPRAP SHORELINE
(SEE DTL. 1 SHT. C5.0)
RIPRAP SHORELINE
(SEE DTL. 3 SHT. C5.0)
X X X X
X XX
RIPRAP SHORELINE
(SEE DTL. 1 SHT. C5.0)
XX X X X X X
1 2
C4.0 C4.0
XX
3
C4.1
4
C4.1
X X X X X X X X X X X X X X X X X X
X X
X X X
X X
LEDGE STONE
SHORELINE
TREATMENT
(SEE DTL. 1
SHT. S5.1)
OGDEN STREET
X X X
MENEKAUNEE
HARBOR
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C3.2 Final Harbor Plan & Contours.dwg
WALKWAY TERMINATES
AT HARBOR INLET
(FUTURE BRIDGE WALK)
DES BY
G. SHAMBEAU
DR BY
RIPRAP SHORELINE
(SEE DTL. 2 SHT. C5.0)
WATER STREET
CHK BY
G. SHAMBEAU
C. GOODWIN
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
Random Menekaunee 1259 BM BENCHMARK
TRUE Harbor
Menekaunee 1120 EMTR ELECTRIC TRUE METER Harbor
FLAT GRADED AREA AT
ELEVATION 583.0 FOR
FUTURE STRUCTURE
RIPRAP SHORELINE
(SEE DTL. 1 SHT. C5.0)
1 2 3 4 5 6 7 8 9 10
C4.0 C4.0 C4.1 C4.1 C4.2 C4.2 C4.3 C4.3 C4.4 C4.4
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
AREA TO BE BACKFILLED
WITH BENEFICIAL USE FILL
X X X
X X
EAU CLAIRE, WISCONSIN
FINAL HARBOR PLAN & CONTOURS
SHEET NO
C3.2

LEGEND:
- ENVIRONMENTAL DREDGE SPOILS (TO LANDFILL)
- NAVIGATIONAL DREDGE SPOILS (TO LOT 24/BENEFICIAL RE-USE)
- BENEFICIAL USE FILL
- EXISTING GRADE LINE
- DREDGE GRADE LINE
- FINAL GRADE LINE
Profile View of Cross-Section 1
NOTES:
1. BORING LOCATIONS NOT LOCATED DIRECTLY ON CROSS SECTION LOCATION.
INCONSISTENCIES IN GRADE LINES TOP OR BOTTOM OF SAMPLE MAY BE DUE
TO LATERAL OFFSETS. SEE SHEET C2.1 FOR EXACT LOCATION OF SAMPLES.
2. GREEN TEXT INDICATES TEC EXCEEDENCE.
3. BLUE TEXT INDICATES TEC & MEC EXCEEDENCE.
4. RED TEXT INDICATES TEC, MEC, & PEC EXCEEDENCE.
5. * EXACT ELEVATIONS NOT RECORDED. ASSUMED AT TOP OF SILT AS SURVEYED
NOVEMBER 2011 BY AYRES ASSOCIATES.
6. MAJORITY OF SEDIMENT IS SILTY SAND. WOOD DEBRIS ENCOUNTERED DURING
SAMPLING AND ANTICIPATED THROUGHOUT HARBOR.
7. HARBOR WATER LEVEL ELEVATION SHOWN AT TIME OF SURVEY (EL. 578.0).
DURING HIGH LAKE LEVEL CYCLE, HARBOR ELEVATION MAY REACH EL. 582.5.
Elevation
590.0
580.0
570.0
560.0
0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 4+50.00
MH07-SS-01-01 [0-18 INCHES]
TOTAL PAHs: 5,599.34 ug/kg
ARSENIC: 13.0 mg/kg
MERCURY: 0.200 mg/kg
------------------------------------------
MH07-SS-01-02 [18-42 INCHES]
TOTAL PAHs: 1,932.53 ug/kg
------------------------------------------
MH07-SS-01-03 [42-61 INCHES]
NO EXCEEDANCE
AREA = 744.2 SF
EL. 574.70'
EL. 569.62'
AREA = 1003.8 SF
0+00.0 1+00.0 2+00.0 3+00.0 4+00.0 4+50.0
Station
EXACT EL.
UNKNOWN*
EL. 568.70'
HTM-1 [0-24 INCHES]
ARSENIC: 5.82 mg/kg
------------------------------------------
HTM-1A [24-48 INCHES]
LEAD:
39.31 mg/kg
MERCURY: 3.14 mg/kg
EL. 574.37'
Profile View of Cross-Section 2
STEPPED
FISHING
AREA
590.0
580.0
570.0
560.0
MH07-SS-06-01 [0-16 INCHES]
TOTAL PAHs: 6,678.13 ug/kg
------------------------------------------
MH07-SS-06-02 [16-40 INCHES]
NO EXCEEDANCE
------------------------------------------
MH07-SS-06-02 [40-68 INCHES]
NO EXCEEDANCE
590.0
0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 4+50.00
590.0
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C4.0 Harbor Cross Sections - 1.dwg
Elevation
DES BY
G. SHAMBEAU
DR BY
G. SHAMBEAU
CHK BY
C. GOODWIN
580.0
570.0
560.0
BOOK NO
PROJ NO
DATE
0+00.0 1+00.0 2+00.0 3+00.0 4+00.0 4+50.0
19-0277.33
JUNE 2014
AREA = 715.8 SF
AREA = 1238.5 SF
Station
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
580.0
570.0
560.0
EAU CLAIRE, WISCONSIN
HARBOR CROSS SECTIONS - 1
SHEET NO
C4.0

LEGEND:
- ENVIRONMENTAL DREDGE SPOILS
- NAVIGATIONAL DREDGE SPOILS
- BENEFICIAL USE FILL
- EXISTING GRADE LINE
- DREDGE GRADE LINE
- FINAL GRADE LINE
Profile View of Cross-Section 3
NOTES:
1. BORING LOCATIONS NOT LOCATED DIRECTLY ON CROSS SECTION LOCATION.
INCONSISTENCIES IN GRADE LINES TOP OR BOTTOM OF SAMPLE MAY BE DUE
TO LATERAL OFFSETS. SEE SHEET C2.1 FOR EXACT LOCATION OF SAMPLES.
2. GREEN TEXT INDICATES TEC EXCEEDENCE.
3. BLUE TEXT INDICATES TEC & MEC EXCEEDENCE.
4. RED TEXT INDICATES TEC, MEC, & PEC EXCEEDENCE.
5. * EXACT ELEVATIONS NOT RECORDED. ASSUMED AT TOP OF SILT AS SURVEYED
NOVEMBER 2011 BY AYRES ASSOCIATES.
6. MAJORITY OF SEDIMENT IS SILTY SAND. WOOD DEBRIS ENCOUNTERED DURING
SAMPLING AND ANTICIPATED THROUGHOUT HARBOR.
7. HARBOR WATER LEVEL ELEVATION SHOWN AT TIME OF SURVEY (EL. 578.0).
DURING HIGH LAKE LEVEL CYCLE, HARBOR ELEVATION MAY REACH EL. 582.5.
0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 4+50.00
590.0
590.0
MH07-SS-07-01 [0-23 INCHES]
TOTAL PAHs: 2,630.18 ug/kg
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C4.1 Harbor Cross Sections - 2.dwg
Elevation
Elevation
DES BY
G. SHAMBEAU
DR BY
G. SHAMBEAU
CHK BY
C. GOODWIN
580.0
570.0
560.0
590.0
580.0
570.0
560.0
BOOK NO
PROJ NO
DATE
MH07-SS-02-01 [0-14 INCHES]
NO EXCEEDANCE
------------------------------------------
MH07-SS-02-02 [14-38 INCHES]
NO EXCEEDANCE
------------------------------------------
MH07-SS-02-03 [38-50 INCHES]
NO EXCEEDANCE
0+00.0 1+00.0 2+00.0 3+00.0 4+00.0 4+50.0
Station
Profile View of Cross-Section 4
0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 4+50.00
0+00.0 1+00.0 2+00.0 3+00.0 4+00.0 4+50.0
19-0277.33
JUNE 2014
AREA = 1178.4 SF
MHS4 [0-30 INCHES]
SPLP TEST
SAMPLE LOCATION
EL. 573.3'
EL. 566.3'
EL. 575.70'
EL. 571.53'
AREA = 636.1 SF
AREA =1698.0 SF
EL. 573.3'
EL. 565.8'
Station
EL. 575.95'
EL. 574.03'
MHS5-A [0-30 INCHES]
NO EXCEEDANCE
------------------------------------------
MHS5-B [30-60 INCHES]
NO EXCEEDANCE
------------------------------------------
MHS5-C [30-60 INCHES]
NO EXCEEDANCE
EL. 571.2'
EL. 566.2'
EXACT EL.
UNKNOWN*
AREA = 380.5 SF
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
DREDGE GRADE
MHS1 [0-60 INCHES]
SPLP TEST
SAMPLE LOCATION
580.0
570.0
560.0
590.0
580.0
570.0
560.0
EAU CLAIRE, WISCONSIN
HTM-2 [0-24 INCHES]
MERCURY: 1.78 mg/kg
------------------------------------------
HTM-2A [24-48 INCHES]
COPPER: 37.16 mg/kg
LEAD:
79.96 mg/kg
NICKEL: 23.2 mg/kg
ZINC:
146.0 mg/kg
MERCURY: 3.00 mg/kg
------------------------------------------
HTM-2A [24-31.9 INCHES]
ARSENIC: 13.58 mg/kg
------------------------------------------
HTM-2B [31.9-39.8 INCHES]
ARSENIC: 5.26 mg/kg
------------------------------------------
HTM-2C [39.8 INCHES]
ARSENIC: 7.12 mg/kg
HARBOR CROSS SECTIONS - 2
SHEET NO
C4.1

LEGEND:
- ENVIRONMENTAL DREDGE SPOILS
- NAVIGATIONAL DREDGE SPOILS
- BENEFICIAL USE FILL
- EXISTING GRADE LINE
- DREDGE GRADE LINE
- FINAL GRADE LINE
Profile View of Cross-Section 5
NOTES:
1. BORING LOCATIONS NOT LOCATED DIRECTLY ON CROSS SECTION LOCATION.
INCONSISTENCIES IN GRADE LINES TOP OR BOTTOM OF SAMPLE MAY BE DUE
TO LATERAL OFFSETS. SEE SHEET C2.1 FOR EXACT LOCATION OF SAMPLES.
2. GREEN TEXT INDICATES TEC EXCEEDENCE.
3. BLUE TEXT INDICATES TEC & MEC EXCEEDENCE.
4. RED TEXT INDICATES TEC, MEC, & PEC EXCEEDENCE.
5. * EXACT ELEVATIONS NOT RECORDED. ASSUMED AT TOP OF SILT AS SURVEYED
NOVEMBER 2011 BY AYRES ASSOCIATES.
6. MAJORITY OF SEDIMENT IS SILTY SAND. WOOD DEBRIS ENCOUNTERED DURING
SAMPLING AND ANTICIPATED THROUGHOUT HARBOR.
7. HARBOR WATER LEVEL ELEVATION SHOWN AT TIME OF SURVEY (EL. 578.0).
DURING HIGH LAKE LEVEL CYCLE, HARBOR ELEVATION MAY REACH EL. 582.5.
Elevation
590.0
580.0
570.0
560.0
590.0
0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00
SHEET PILE WALL
AREA = 2045.8 SF
MH07-SS-12 [0-6 INCHES]
6" OF WOOD DEBRIS IN
CORE SLEEVE, NO SAMPLE.
MHS6A [0-30 INCHES]
NO EXCEEDANCE
------------------------------------------
MHS6B [30-60 INCHES]
NO EXCEEDANCE
------------------------------------------
MHS6C [60-84 INCHES]
NO EXCEEDANCE
EL. 571.70'
EL. 571.20'
0+00.0 1+00.0 2+00.0 3+00.0 4+00.0 5+00.0 6+00.0
Station
Profile View of Cross-Section 6
0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00
EL. 573.5'
EL. 566.0'
MH07-SS-03 [0-15 INCHES]
ARSENIC: 9.3 mg/kg
EL. 573.70'
EL. 572.45'
AREA = 678.3 SF
EL. 571.70'
EL. 568.45'
590.0
580.0
570.0
560.0
590.0
MH07-SS-08-01 [0-12 INCHES]
ARSENIC: 26.2 mg/kg
COPPER: 36.9 mg/kg
LEAD:
104.0 mg/kg
MERCURY: 0.390 mg/kg
ZINC:
146.0 mg/kg
------------------------------------------
MH07-SS-08-02 [12-30 INCHES]
TOTAL PAHs: 1,816.04 ug/kg
ARSENIC: 11.3 mg/kg
LEAD:
45.9 mg/kg
MERCURY: 0.64 mg/kg
------------------------------------------
MH07-SS-08-03 [30-39 INCHES]
TOTAL PAHs: 1,665.26 ug/kg
ARSENIC: 5.4 mg/kg
LEAD:
69.7 mg/kg
ZINC:
128 mg/kg
MERCURY: 0.61 mg/kg
wisdot-gshade.stb
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C4.2 Harbor Cross Sections - 3.dwg
Elevation
DES BY
G. SHAMBEAU
DR BY
G. SHAMBEAU
CHK BY
C. GOODWIN
580.0
570.0
560.0
BOOK NO
PROJ NO
DATE
0+00.0 1+00.0 2+00.0 3+00.0 4+00.0 5+00.0 6+00.0
19-0277.33
JUNE 2014
SHEET PILE WALL
AREA = 1395.9 SF
Station
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
EAU CLAIRE, WISCONSIN
AREA = 517.3 SF
580.0
570.0
560.0
HARBOR CROSS SECTIONS - 3
HARBOR TOWN BOAT LAUNCH
SHEET NO
C4.2

LEGEND:
- ENVIRONMENTAL DREDGE SPOILS
- NAVIGATIONAL DREDGE SPOILS
- BENEFICIAL USE FILL
- EXISTING GRADE LINE
- DREDGE GRADE LINE
- FINAL GRADE LINE
Profile View of Cross-Section 7
NOTES:
1. BORING LOCATIONS NOT LOCATED DIRECTLY ON CROSS SECTION LOCATION.
INCONSISTENCIES IN GRADE LINES TOP OR BOTTOM OF SAMPLE MAY BE DUE
TO LATERAL OFFSETS. SEE SHEET C2.1 FOR EXACT LOCATION OF SAMPLES.
2. GREEN TEXT INDICATES TEC EXCEEDENCE.
3. BLUE TEXT INDICATES TEC & MEC EXCEEDENCE.
4. RED TEXT INDICATES TEC, MEC, & PEC EXCEEDENCE.
5. * EXACT ELEVATIONS NOT RECORDED. ASSUMED AT TOP OF SILT AS SURVEYED
NOVEMBER 2011 BY AYRES ASSOCIATES.
6. MAJORITY OF SEDIMENT IS SILTY SAND. WOOD DEBRIS ENCOUNTERED DURING
SAMPLING AND ANTICIPATED THROUGHOUT HARBOR.
7. HARBOR WATER LEVEL ELEVATION SHOWN AT TIME OF SURVEY (EL. 578.0).
DURING HIGH LAKE LEVEL CYCLE, HARBOR ELEVATION MAY REACH EL. 582.5.
Elevation
0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 HTM3 [31.9-39.86+00.00 INCHES]
7+00.00
590.0
ARSENIC: 5.34 mg/kg
590.0
LEAD:
83.27 mg/kg
MERCURY: 12.8 mg/kg
------------------------------------------
AREA = 840.4 SF
HTM3 [39.8-48 INCHES]
LEAD:
46.49 mg/kg
580.0
580.0
570.0
AREA = 220.3 SF
EXACT EL.
UNKNOWN*
570.0
AREA = 547.7 SF
560.0
560.0
0+00.0 1+00.0 2+00.0 3+00.0 4+00.0 5+00.0 6+00.0 7+00.0
Station
Profile View of Cross-Section 8
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C4.3 Harbor Cross Sections - 4.dwg
Elevation
DES BY
G. SHAMBEAU
DR BY
G. SHAMBEAU
CHK BY
C. GOODWIN
0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00
590.0
590.0
MH07-SS-13-01 [0-24 INCHES]
LEAD:
49.6 mg/kg
MH07-SS-09-01 [0-24 INCHES]
ZINC:
254 mg/kg
AREA = 1168.4 SF
ARSENIC: 28.8 mg/kg
------------------------------------------
AREA = 322.9 SF
IRON:
21,200 mg/kg
MH07-SS-13-02 [24-37 INCHES]
LEAD:
47 mg/kg
580.0 TOTAL PAHs: 2,529.11 ug/kg
MERCURY: 0.23 mg/kg 580.0
MERCURY: 0.20 mg/kg
------------------------------------------
MH07-SS-09-02 [24-48 INCHES]
EL. 575.70'
EL. 576.20'
ARSENIC: 11.3 mg/kg
MH07-SS-04-01 [0-23 INCHES]
EL. 572.60'
EL. 572.62'
CADMIUM: 1.000 mg/kg
ARSENIC: 5.8 mg/kg
EL. 571.28'
EL. 571.20'
COPPER: 44.3 mg/kg
570.0
------------------------------------------
IRON:
20,000 570.0 mg/kg
MH07-SS-04-02 [23-47 INCHES]
EL. 567.50'
LEAD:
54.9 mg/kg
NO EXCEEDANCE
MERCURY: 1.10 mg/kg
------------------------------------------
ZINC:
146 mg/kg
MH07-SS-04-03 [47-59 INCHES]
AREA = 939.8 SF
EL. 563.78'
------------------------------------------
NO EXCEEDANCE
MH07-SS-09-03 [48-72 INCHES]
560.0
ARSENIC: 7.8 mg/kg 560.0
0+00.0 1+00.0 2+00.0 3+00.0 4+00.0 5+00.0 6+00.0 LEAD:
43.2 7+00.0 mg/kg
MHS3 [0-56.4 INCHES]
MERCURY: 0.45 mg/kg
Station
SPLP TEST
------------------------------------------
SAMPLE LOCATION
MH07-SS-09-04 [72-89 INCHES]
TOTAL PAHs: 1,709.01 ug/kg
MERCURY: 0.28 mg/kg
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
EAU CLAIRE, WISCONSIN
HARBOR CROSS SECTIONS - 4
SHEET NO
C4.3

LEGEND:
- ENVIRONMENTAL DREDGE SPOILS
- NAVIGATIONAL DREDGE SPOILS
- BENEFICIAL USE FILL
- EXISTING GRADE LINE
- DREDGE GRADE LINE
- FINAL GRADE LINE
Profile View of Cross-Section 9
NOTES:
1. BORING LOCATIONS NOT LOCATED DIRECTLY ON CROSS SECTION LOCATION.
INCONSISTENCIES IN GRADE LINES TOP OR BOTTOM OF SAMPLE MAY BE DUE
TO LATERAL OFFSETS. SEE SHEET C2.1 FOR EXACT LOCATION OF SAMPLES.
2. GREEN TEXT INDICATES TEC EXCEEDENCE.
3. BLUE TEXT INDICATES TEC & MEC EXCEEDENCE.
4. RED TEXT INDICATES TEC, MEC, & PEC EXCEEDENCE.
5. * EXACT ELEVATIONS NOT RECORDED. ASSUMED AT TOP OF SILT AS SURVEYED
NOVEMBER 2011 BY AYRES ASSOCIATES.
6. MAJORITY OF SEDIMENT IS SILTY SAND. WOOD DEBRIS ENCOUNTERED DURING
SAMPLING AND ANTICIPATED THROUGHOUT HARBOR.
7. HARBOR WATER LEVEL ELEVATION SHOWN AT TIME OF SURVEY (EL. 578.0).
DURING HIGH LAKE LEVEL CYCLE, HARBOR ELEVATION MAY REACH EL. 582.5.
0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00
590.0
590.0
AREA = 623.4 SF
Elevation
580.0
570.0
MH07-SS-14 [0-19 INCHES]
TOTAL PAHs: 1,830.16 ug/kg
EL. 574.70'
EL. 563.12'
AREA = 147.0 SF
HTM-4 [0-24 INCHES]
ARSENIC: 5.55 mg/kg
MERCURY: 1.26 mg/kg
------------------------------------------
HTM-4 [24-48 INCHES]
ARSENIC: 20.43 mg/kg
EXACT EL.
UNKNOWN*
DREDGE GRADE
FINAL GRADE
AREA = 1389.1 SF
EXISTING GRADE
EL. 569.30'
EL. 566.80'
MHS2 [0-30 INCHES]
SPLP TEST
SAMPLE LOCATION
580.0
570.0
560.0
560.0
0+00.0 1+00.0 2+00.0 3+00.0 4+00.0 5+00.0 6+00.0 7+00.0
Station
Profile View of Cross-Section 10
590.0
0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00
590.0
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C4.4 Harbor Cross Sections - 5.dwg
Elevation
DES BY
G. SHAMBEAU
DR BY
G. SHAMBEAU
CHK BY
C. GOODWIN
EXISTING GRADE
MH07-SS-10-01 [0-19 INCHES]
580.0
ARSENIC: 6.0 mg/kg 580.0
FINAL GRADE
------------------------------------------
EL. 576.78' MH07-SS-10-02 [19-43 INCHES]
EL. 574.70'
ARSENIC: 5.7 mg/kg
MH07-SS-05-01 [0-24 INCHES]
------------------------------------------
NO EXCEEDANCE
EL. 571.70'
MH07-SS-10-03 [43-67 INCHES]
570.0
------------------------------------------
EL. 569.62' ARSENIC: 24.9 mg/kg 570.0
MH07-SS-05-02 [24-36 INCHES]
AREA = 1429.4 SF
CADMIUM: 1.00 mg/kg
NO EXCEEDANCE
LEAD:
46.4 mg/kg
DREDGE GRADE
AREA = 299.4 SF
MERCURY: 0.24 mg/kg
------------------------------------------
MH07-SS-10-04 [67-86 INCHES]
560.0
ARSENIC: 38.1 mg/kg 560.0
0+00.0 1+00.0 2+00.0 3+00.0 4+00.0 5+00.0 6+00.0 CADMIUM: 1.70 7+00.0 mg/kg
COPPER: 67.4 mg/kg
Station
IRON:
24,600 mg/kg
LEAD:
87.0 mg/kg
MERCURY: 1.90 mg/kg
ZINC:
220.0 mg/kg
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
EAU CLAIRE, WISCONSIN
HARBOR CROSS SECTIONS - 5
SHEET NO
C4.4

TOP OF RIPRAP
EL. 583.0
5.0'
EXISTING SHORE WALL
REMOVE TO 2-FT BELOW
FINISHED GRADE
HARBOR WATER LEVEL (HIGH)
EL. 582.5'
HEAVY RIPRAP (24" THICK)
PLACE OVER 6" THICK
RIPRAP BEDDING LAYER
3
1
HARBOR WATER LEVEL (LOW)
EL. 577.5'
EXISTING HARBOR BOTTOM
EL. VARS (AVG. = 575.0')
10.0'
FINAL HARBOR BOTTOM
EL. 568.0'
TYPICAL SECTION THRU RIPRAP SHORELINE
1 1" = 10'
OGDEN STREET
TOP OF RIPRAP
EL. 586.0
4
1
10.0'
NEW PEDESTRIAN WALKWAY
3/4" GRAVEL (6" THICK) OVER RIPRAP
EL. 583.0
EXISTING SHORE WALL
REMOVE TO 2-FT BELOW
FINISHED GRADE
HARBOR WATER LEVEL (HIGH)
EL. 582.5'
HEAVY RIPRAP (24" THICK)
PLACE OVER 6" THICK
RIPRAP BEDDING LAYER
3
1
HARBOR WATER LEVEL (LOW)
EL. 577.5'
EXISTING HARBOR BOTTOM
EL. VARS (AVG. = 575.0')
10.0'
FINAL HARBOR BOTTOM
EL. 568.0'
TYPICAL SECTION THRU RIPRAP SHORELINE (ALONG OGDEN STREET)
2 1" = 10'
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C5.0 Typical Cross Sections - 1.dwg
DES BY
G. SHAMBEAU
DR BY
CHK BY
G. SHAMBEAU
C. GOODWIN
TOP OF SLOPE
EL. 583.0
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
5% SLOPE
TOP OF RIPRAP
EL. 579.5
EXISTING SHORE WALL
REMOVE TO 2-FT BELOW
FINISHED GRADE
TYPICAL SECTION THRU RIPRAP SHORELINE (AT FLOATING DOCK)
3 1" = 10'
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
EAU CLAIRE, WISCONSIN
FLOATING DOCK
(TO BE INSTALLED
AT A LATER DATE)
3
1
10.0'
TYPICAL CROSS SECTIONS - 1
HARBOR WATER
LEVEL (HIGH)
EL. 582.5'
HARBOR WATER
LEVEL (LOW)
EL. 577.5'
EXISTING HARBOR BOTTOM
EL. VARS (AVG. = 575.0')
HEAVY RIPRAP (24" THICK)
PLACE OVER 6" THICK
RIPRAP BEDDING LAYER
FINAL HARBOR BOTTOM
EL. 568.0'
SHEET NO
C5.0

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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C5.1 Typical Cross Sections - 2.dwg
DES BY
G. SHAMBEAU
DR BY
CHK BY
G. SHAMBEAU
C. GOODWIN
FINISHED GRADE
EL. 583.0
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
REINFORCED CONCRETE
DEADMAN ANCHOR
(SEE SHEET NO S1.1, DTL 2)
GENERAL NOTES:
1. OVER-EXCAVATE ALL ENCOUNTERED VERY LOOSE SOILS
(N

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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Civil Sheets\C6.0 Misc. Site Details.dwg
DES BY
G. SHAMBEAU
DR BY
G. SHAMBEAU
CHK BY
C. GOODWIN
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
EAU CLAIRE, WISCONSIN
MISC. SITE DETAILS
SHEET NO
C6.0

X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
N: 146506.88
E: 812806.57
X X X X X X X
CONCRETE ANCHOR WALL 150.0'
X X X
X X X X X X
N: 146506.88
E: 812806.57
GRAVEL PARKING LOT
X X X X X X X X X
18 - #10 ANCHOR RODS
@ 8'-4" SPACING O.C.
X X
N: 146422.80
E: 812668.62
X X X X X X X X
NEW PZC18 SHEET PILE WALL
WITH INSIDE WALER
(SEE SHEET NO. S1.1 FOR DETAILS)
MENEKAUNEE
HARBOR
OVERLAP EXISTING
SHORELINE TREATMENT
FOR CONTINUOUS WALL
N: 146447.71
E: 812816.53
TO GREEN BAY
Profile View of Sheet Pile Wall
NEW SHEET PILE
0+00.00 1+00.00 2+00.00
WALL PROFILE
590.0
590.0
EXISTING GRADE
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Structural Sheets\S1.0 Sheet Pile Wall Plan & Profile.dwg
DES BY
G. SHAMBEAU
DR BY
CHK BY
G. SHAMBEAU
C. GOODWIN
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
Elevation
580.0
570.0
560.0
550.0
20 10 0
20 40FT
SCALE IN FEET
FINAL GRADE
(IN FRONT OF WALL)
0+00.0 1+00.0 2+00.0
Station
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
EAU CLAIRE, WISCONSIN
580.0
570.0
560.0
550.0
SHEET PILE WALL PLAN & PROFILE
SHEET NO
S1.0

0'-2.75"
1" DIA. BOLTS
W/ FLAT WASHERS
(TYP OF 2)
0'-6"
2" DIA. PIPE
(OR EQUAL)
SPACERS
C12X25
GENERAL NOTES:
1. GAP BETWEEN WALERS TO BE LOCATED HALF WAY
BETWEEN ADJACENT TIE RODS.
2. EACH WALER SECTION SHALL SPAN A MINIMUM OF TWO TIE
RODS (MINIMUM LENGTH = 16'-8").
SEPARATORS
2 - 1" DIA. BOLTS
W/ SPACERS @
4'-2" MAX SPACING
(SEE DETAIL 1)
B
B
INSIDE WALE
2 - C12X25
2.75" BACK TO BACK
(SEE DETAIL1)
C12X25
FIXING PLATE
1 5 8" THICK,
11" WIDE X 7" HIGH
W/ 1 1 8" DIA. HOLE
NUT & WASHER
1" DIA. FIXING
BOLT & WASHER
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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Structural Sheets\S1.1 Sheet Pile Wall Details.dwg
3'-6" 2'-0"
DES BY
G. SHAMBEAU
DR BY
CHK BY
2 3
SECTION THRU CONCRETE DEADMAN ANCHOR
3/4" = 1'-0"
TYPICAL SECTION THRU SHEET PILE WALL
1/2" = 1'-0"
SECTION A-A
A
A
1" = 1'-0"
SEPARATOR DETAIL
1 2" = 1'-0"
1
2" GAP BETWEEN WALERS
(SEE GENERAL NOTES)
PZC18 (TYP)
#5 BARS
INSIDE WALE
2 - C12X25
2.75" BACK TO BACK
(SEE DETAIL1)
NUT &
2'-0"
WASHER
EL. 580.5
FIXING PLATE
PZC18 (TYP)
18" 5 THICK,
11" WIDE X 7" HIGH
1" DIA. FIXING
W/ 18" 1 DIA. HOLE
BOLT & WASHER
1.5" DIA. PIPE SLEEVE
1.5" DIA. PIPE
NUT
SLEEVE
& WASHER
#10 TIE ROD
COUPLER
EL. 578.5
BEARING PLATE
INSIDE WALE
1 5 8" THICK
2 - C12X25
C12X25
7" WIDE X 7"HIGH
BEARING PLATE
#10 TIE ROD
2.75" BACK TO BACK
(SEE DETAIL1)
W/ 1 2" 1 DIA. HOLE
1 5 8" THICK
7" WIDE X 7"HIGH
W/ 1 2" 1 DIA. HOLE
FIXING BOLTS 1" DIA.
SEE SECTION A-A
#5 @ 9"
#10 TIE ROD
NUT &
WASHER
INSIDE WALE
2 - C12X25
2.75" BACK TO BACK
(SEE DETAIL1)
PZC18 (TYP)
SECTION B-B
3" CLR. (TYP)
1" = 1'-0"
EL. 575.0
G. SHAMBEAU
C. GOODWIN
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
8 - #5 BARS EQUALLY SPACED (E.F.)
8'-4" (TYP)
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
#5 @ 9"
4'-2"
EAU CLAIRE, WISCONSIN
PZC18 (TYP)
4'-2"
0'-8" 0'-1.5"
0'-1.5"
SHEET PILE WALL DETAILS
SHEET NO
S1.1

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k:\water resource eng\menekaunee harbor\phase ii work final design\Drawings\Structural Sheets\S2.0 Structural Details.dwg
DES BY
G. SHAMBEAU
DR BY
G. SHAMBEAU
CHK BY
C. GOODWIN
BOOK NO
PROJ NO
DATE
19-0277.33
JUNE 2014
---- MENEKAUNEE HARBOR IMPROVEMENTS
CITY OF MARINETTE
NO DATE
REVISION
NO DATE
REVISION
MARINETTE, WISCONSIN
EAU CLAIRE, WISCONSIN
STRUCTURAL DETAILS
SHEET NO
S2.0