Attachment 2 Drawings.pdf

PDF 23 MB Posted

Attached to
Prince's Point WRE, Jefferson County, WI Federal contract opportunity
Solicitation number
12FPC324B0006
Issued by
Department of Agriculture Under Secretary for Farm Production and Conservation

About this file

Written by GovTribe AI ·

This document appears to be Attachment 2 Drawings related to a federal contract opportunity for the wetland restoration of Prince's Point in Jefferson County, Wisconsin. The solicitation is being issued by the USDA Farm Production and Conservation (FPAC) Operations Branch, Acquisition Division on behalf of the USDA Natural Resources Conservation Service (NRCS). The scope of work includes four wetland management basins, shallow scrapes and islands, water control structures, and access road and bridge improvements across 1,750 acres. The required products and services appear to be detailed in the drawings provided in this attachment. No additional details about response dates, pricing, or set asides are included in this particular document.

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Other files for this federal contract opportunity

Other files attached to Prince's Point WRE, Jefferson County, WI, newest first.
File Type Posted
Amendment 02 Additional Question Information Wetland Restoration Princes Point WI 12FPC324B0006.pdf PDF
Amendment 01 Site Visit Notes Wetland Restoration Princes Point WI 12FPC324B0006.pdf PDF
Cover at Site Showing.pdf PDF
Attachment 1 Revised Contraction Specs and Materials.pdf PDF
Attachment 5 Geology Report Backhoe Pit Logs Location Map Lab Tests.pdf PDF
Attachment 8_River Stages 2-100 Year Storm Series.pdf PDF
Attachment 10 Well Construction Report.pdf PDF
Princes Point WDNR Kincaid Sign In.pdf PDF
Pre-Bid Conference Minutes.pdf PDF
Attachment 7 Geotechnical Drilling Report Map Lab Tests.pdf PDF
Attachment 9_Locally collected river stage elevations.pdf PDF
Attachment 6_Grid Soils Investigation Maps.pdf PDF
Attachment 4 Synopsis and Map.pdf PDF
Attachment 1 Construction Specs and Materials.pdf PDF
Wetland Restoration Princes Point WI 12FPC324B0006.pdf PDF
Attachment 3 WG Determination WI20240015.pdf PDF
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U.S. DEPARTMENT OF AGRICULTURE

NATURAL RESOURCE CONSERVATION SERVICE

DETAIL PLANS FOR

WISCONSIN DEPARTMENT OF NATURAL RESOURCES (FORMERLY KINCAID)

WETLAND RESTORATION

SECTIONS 7,8,17,18,19, TOWN OF PALMYRA

SECTIONS 13,14,24, TOWN OF COLD SPRING

PRINCE'S POINT WILDLIFE AREA

IN COOPERATION WITH

DUCKS UNLIMITED

PROJECT LOCATION

Know what's below.

Call before you dig.

PROJECT LOCATION MAP

SCALE: NOT TO SCALE

AFFIX SEAL: DUCKS UNLIMITED, INC.

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CAD FILE:

DESIGNED BY:

DRAWN BY:

SURVEYED BY:

BIOLOGIST:

DATE:

PROJECT NUMBER:

R ev is io ns D at e

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WI-492-100 WDNR-KINCAID

PROJECT LOCATION

WISCONSIN

PALMYRA

WI-59

W I-106

ACCESS OFF

KINCAID LN

JOB APPROVAL CLASS: V

APPROVED BY:

NOTICE TO LANDOWNERS AND EXCAVATORS

ANY REPRESENTATION MADE BY THE USDA. NATURAL RESOURCES CONSERVATION SERVICE, OR THE JEFFERSON COUNTY LCD, AS TO THE APPROXIMATE LOCATION OR NONEXISTENCE OF ABOVE OR UNDER GROUND HAZARDS DOES NOT RELIEVE THE OWNER OF THE PROPERTY OR THE EXCAVATOR THAT IS HIRED TO COMPLETE CONSTRUCTION, FROM NOTIFYING DIGGERS HOTLINE OF THE PENDING CONSTRUCTION. YOU WILL BE LIABLE FOR DAMAGES RESULTING FROM

CONSTRUCTION ACTIVITIES. CALL DIGGERS HOTLINE!

TICKET NUMBER _________________________________________

CONSTRUCTION DRAWINGS AND SPECIFICATIONS ACCEPTANCE

I HAVE REVIEWED AND UNDERSTAND THE CONSTRUCTION PLANS AND SPECIFICATIONS AND AGREE TO COMPLETE THE WORK ACCORDINGLY. FAILURE TO MEET THESE PLANS AND SPECIFICATIONS MAY JEOPARDIZE AND CONTINUED NRCS TECHNICAL ASSISTANCE OR PROGRAM COST SHARING APPLIED FOR. I UNDERSTAND THAT IS IS MY RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS AND LICENSES, AND TO COMPLETE THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS. MODIFICATIONS OF THESE CONSTRUCTION PLANS OR SPECIFICATIONS MUST BE APPROVED BY THE NRCS BEFORE INSTALLATION. I ASSUME ALL RESPONSIBILITY FOR NEGOTIATIONS AND CONTRACT

AGREEMENTS WITH THE CONSTRUCTION CONTRACTORS.

LANDOWNER SIGNATURE:_________________________________________________________________________

Sheet List Table Sheet Number Sheet Title

C001 COVER

C002 QUANTITIES & SPECIFICATIONS

C003 SITE BOUNDARY & UNITS

C004 ESTABLISHED CONTROL POINTS

C051 TOPO & REMOVALS - EAST UNITS

C052 TOPO & REMOVALS - WEST UNITS

C053 TILE REMOVAL DETAILS

C101 SITE PLAN - UNIT E

C102 SITE PLAN - UNIT C

C103 SITE PLAN - UNIT B

C104 SITE PLAN - UNIT A

C105 SITE PLAN - UNIT D

C201 UNIT E BORROWS

C202 UNIT E BORROW PROFILES & SECTIONS

C203 DITCH FILL DETAILS & PROFILES

C204 ACCESS ROAD (EAST) PLAN & PROFILE

C205 ACCESS ROAD (EAST) DIKE SECTIONS

C206 UNIT C SOUTH DIKE PLAN & PROFILE

C207 UNIT C SOUTH DIKE SECTIONS

C208 UNIT B DIKE PLAN & PROFILE

C209 UNIT B DIKE SECTIONS

C210 ACCESS ROAD (WEST) DIKE PLAN & PROFILE

C211 ACCESS ROAD (WEST) DIKE SECTIONS

C212 UNIT A DIKE PLAN & PROFILE

C213 UNIT A DIKE PROFILES & SECTIONS

C214 UNIT A DIKE SECTIONS CONT.

C215 UNIT A & D TRANSITION DIKE PLAN & PROFILE

C216 UNIT A & D TRANSITION DIKE PROFILE & SECTIONS

C217 UNIT A & D TRANSITION DIKE SECTIONS CONT.

C218 PROPOSED DITCH DETAILS & PROFILES

C219 PROPOSED DITCH DETAILS & PROFILES CONT.

C220 DIKE SETBACK DETAILS

C221 DIKE SETBACK PROFILES & SECTIONS

C301 SHEET PILING SPILLWAY DETAILS

C302 PUMP STATION DETAILS

C303 PUMP STATION DETAILS CONT.

C304 EAST PUMP STATION PLAN & PROFILE

C305 WEST PUMP STATION PLAN & PROFILE

C306 EAST (UNIT C) INLINE WCS DETAILS & PROFILE

C307 WEST (UNIT D-A) INLINE WCS DETAILS & PROFILE

C308 INLINE WCS DETAILS CONT.

C309 BRIDGE DECK DETAILS

C310 BRIDGE DECK & DIAPHRAGM DETAILS

C311 SETTLEMENT PLATE DETAILS

C312 CARP BARRIER DETAILS

C313 BORROW SCRAPES & ISLAND DETAILS

C314 ACCESS ROAD, RIPRAP SPILLWAY, BANDING SITE DETAILS

AutoCAD SHX Text R

CONSTRUCTION SPECIFICATIONS

2 CLEARING AND GRUBBING

3 STRUCTURE REMOVAL

5 POLLUTION CONTROL

6 SEEDING, SPRIGGING AND MULCHING

7 CONSTRUCTION SURVEYS

8 MOBILIZATION AND DEMOBILIZATION

11 REMOVAL OF WATER

13 PILING

21 EXCAVATION

23 EARTHFILL

24 DRAINFILL

32 STRUCTURE CONCRETE

34 STEEL REINFORCEMENT

42 CONCRETE PIPE CONDUITS AND DRAINS

51 CORRUGATED METAL PIPE

61 ROCK RIPRAP

71 WATER CONTROL GATES

81 METAL FABRICATION AND INSTALLATION

82 PAINTING METALWORK

83 TIMBER FABRICATION AND INSTALLATION

92 FIELD FENCE

94 CONTRACTOR QUALITY CONTROL

95 GEOTEXTILE

96 FIELD OFFICE

ESTIMATED BID QUANTITIES

BID ITEM CS # MS # DESCRIPTION UNIT QUANTITY

1 8 MOBILIZATION & DEMOBILIZATION LUMP SUM 1

2 3 STRUCTURE REMOVALS LUMP SUM 1

3 2 CLEARING AND GRUBBING ACRES 9.5

4 3 TILE DRAIN SEARCH & REMOVAL LINEAR FEET 18466

5 7,11,21 EXCAVATION - FOUNDATION STRIPPING CUBIC YARDS 54973

6 7,21 EXCAVATION - GRAVEL STRIPPING LINEAR FEET 17658

7,11,21 EXCAVATION CUBIC YARDS 410752

7 7,23 EARTHFILL - DIKE CONSTRUCTION & DITCH FILLING CUBIC YARDS 338503

8 7,23 EARTHFILL - ISLAND CONSTRUCTION CUBIC YARDS 127222

9 51,81 552 WATER CONTROL STRUCTURES EACH 2

10 61 523 ROCK RIPRAP TONS 1042

11 95 592 GEOTEXTILE SQUARE YARDS 24615

12 13,82 511,583 STEEL SHEET PILING SQUARE FEET 5856

13 13,82 511,583 STEEL SHEET PILING CAP LINEAR FEET 296

14 32 CONCRETE LUMP SUM 1

15 81 METAL FABRICATION AND INSTALLATION, BRIDGE LUMP SUM 1

16 81 583 METAL FABRICATION AND INSTALLATION, CARP BARRIER EACH 2

17 3 WELL DECOMISSIONING LUMP SUM 1

18 24 521 ROAD GRAVEL TONS 6180

19 81,83 584,585 DESIGN/BUILD TIMBER BRIDGE DECK LUMP SUM 1

20 32 PRECAST 8 X 8 PUMP TANK EACH 2

21 32 PRECAST 6 X 6 DISTRIBUTION TANK EACH 2

22 42 542 24" REINFORCED CONCRETE PIPE LINEAR FEET 321

23 42 542 30" REINFORCED CONCRETE PIPE LINEAR FEET 192

24 71 571 GATES EACH 10

25 5,11 POLLUTION CONTROL LINEAR FEET 13411

26 6 SEEDING AND MULCHING ACRES 160

27 81 SETTLEMENT PLATES EACH 24

28 96 FIELD OFFICE LUMP SUM 1

29 94 CONTRACTOR QUALITY CONTROL LUMP SUM 1

AFFIX SEAL: DUCKS UNLIMITED, INC.

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CAD FILE:

DESIGNED BY:

DRAWN BY:

SURVEYED BY:

BIOLOGIST:

DATE:

PROJECT NUMBER:

R ev is io ns D at e

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MATERIAL SPECIFICATIONS

511 STEEL PILES

521 AGGREGATES FOR DRAINFILL AND FILTERS

523 ROCK FOR RIPRAP

542 CONCRETE CULVERT PIPE

552 ALUMINUM CORRUGATED PIPE

571 SLIDE GATES

583 COAL TAR-EPOXY PAINT

584 STRUCTURAL TIMBER AND LUMBER

585 WOOD PRESERVATIVES AND TREATMENT

592 GEOTEXTILE

NOTE:

1. EARTHFILL PAYMENT BASED ON IN-PLACE, COMPACTED CUBIC YARDS. EXCAVATION QUANTITY WAS ASSUMED EQUIVALENT

TO THE EARTHFILL QUANTITY. A CONVERSION FACTOR OF 1.3 IS TYPICALLY USED TO ACCOUNT FOR LOSS AND DIFFERENTIAL EARTH DENSITY BETWEEN THE BORROW AND EARTHFILL, BUT WAS NOT APPLIED TO THE BID SCHEDULE.

2. QUANTITY OF OF SURFACING GRAVEL WAS CALCULATED BY USING LISTED DIMENSIONS IN THE CONSTRUCTION DETAILS AND ASSUMING A COMPACTED UNIT WEIGHT OF 140 LBS PER CUBIC FOOT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST THE BID PRICE DEPENDING ON THEIR OWN ASSUMED ADJUSTMENT FACTORS OR DENSITIES.

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

GADWALL SLOUGH

UNIT A

RUDDY DUCK RETREAT

UNIT D

PINTAIL POINT

UNIT B

COOT'S COVE

UNIT C

BUFFLEHEAD BAY

UNIT E

W I-106

SCUPPERNONG RIVER

S

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C R

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K

STEEL CREEK

PIPER ROAD

WI-5

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E

LEGAL EASEMENT AND CONSTRUCTION

ACCESS ROUTE THROUGH KINCAID

LANE OFF WI-59

LEGAL EASEMENT BOUNDARY (EB)

AND WORKING LIMITS

SECONDARY ACCESS OFF WI-106

WHEN NEEDED. PRIMARY ACCESS

TO BE KEPT ON KINCAID LANE.

EB EB EB EB

EB

EB EB EB

EB EB EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EB

EB

EB

EB

EB

EB

EB

EXISTING GAS LINE

EXISTING ELECTRIC LINE

APPROVED STAGING AREA & FIELD

OFFICE LOCATION ON DNR OWNED

LAND OFF KINCAID LANE. ALL EQUIPMENT

STORAGE AND VEHICLE PARKING IN THIS

LOCATION. TO BE UTILIZED FOR STOCKPILING

OF STRIPPED GRAVEL MATERIAL

PAUL HARMS TRUST

BERNARD PARTOLL

TRUST

BERNARD PARTOLL

TRUST

AARON

ZIMMERMAN

JOHN MASON

WDNR

WDNR

DEAN KINCAID

ENTERPRISES

STANDARD

PROCESSING INC.

COLD SPRING

EGG FARMS INC.

STEVE MASON

ADJACENT LANDOWNER

NAMES (PARCEL 2023 DATA)

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DESIGNED BY:

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DATE:

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WI-492-100 WDNR-KINCAIDKnow what's below.

Call before you dig.

GRAPHIC SCALE

1 inch = feet600

600 0 300 600 1200 2400

MHG

MHFO

MHT

MHE

MHW

MHST

MHSA

ST S

CP 19

FOUND MONUMENT (CORS)

N: 519214.09 E: 911616.56

ELEV: 810.14 (NAVD88)

CP 20

FOUND MONUMENT (CORS)

N: 523164.46 E: 892152.50

ELEV: 802.17 (NAVD88)

CP 2

SET CAPPED REBAR (CORS)

N: 515386.13 E: 897428.55

ELEV: 787.82 (NAVD88)

CP 3

SET CAPPED REBAR (CORS)

N: 517533.39 E: 899999.59

ELEV: 781.77 (NAVD88)

CP 4

SET CAPPED REBAR (CORS)

N: 519199.78 E: 903648.57

ELEV: 787.71 (NAVD88)

CP 1

SET CAPPED REBAR (CORS)

N: 519669.88 E: 904663.07

ELEV: 785.84 (NAVD88)

CP 5

SET CAPPED REBAR (CORS)

N: 520495.33 E: 900037.53

ELEV: 786.33 (NAVD88)

CP 6

SET CAPPED REBAR (CORS)

N: 517256.83 E: 897369.54

ELEV: 783.96 (NAVD88)

CP 7

SET CAPPED REBAR (CORS)

N: 517859.88 E: 895436.95

ELEV: 787.19 (NAVD88)

CP 8

SET CAPPED REBAR (CORS)

N: 518484.86 E: 893086.15

ELEV: 785.34 (NAVD88)

CP 9

SET CAPPED REBAR (CORS)

N: 515287.12 E: 892905.02

ELEV: 781.21 (NAVD88)

CP 10

SET CAPPED REBAR (CORS)

N: 515237.46 E: 895430.21

ELEV: 782.49 (NAVD88)

CP 11

SET CAPPED REBAR (CORS)

N: 515459.71 E: 889939.48

ELEV: 786.40 (NAVD88)

CP 12

SET CAPPED REBAR (CORS)

N: 517678.06 E: 889224.56

ELEV: 787.18 (NAVD88)

CP 13

SET CAPPED REBAR (CORS)

N: 518496.89 E: 890788.74

ELEV: 786.17 (NAVD88)

CP 14

SET CAPPED REBAR (CORS)

N: 513011.78 E: 891627.34

ELEV: 791.46 (NAVD88)

CP 15

SET CAPPED REBAR (CORS)

N: 512649.28 E: 892963.62

ELEV: 789.48 (NAVD88)

CP 16

SET CAPPED REBAR (CORS)

N: 510060.41 E: 892989.97

ELEV: 790.77 (NAVD88)

CP 17

SET CAPPED REBAR (CORS)

N: 512639.90 E: 895470.39

ELEV: 783.07 (NAVD88)

CP 18

SET CAPPED REBAR (CORS)

N: 511984.42 E: 897457.45

ELEV: 784.88 (NAVD88)

TILE DRAIN (DIKE EXPLORATION) SECTION

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WI-492-100 WDNR-KINCAIDKnow what's below.

Call before you dig.

WI-424-27, WDNR - KINCAID

HORIZONTAL CONTROL

Coordinates are NAD 83 (CORS 2011), Wisconsin-Jefferson County Zone, and units of measurement are in U.S. Survey Feet. Raw data was collected over the course of multiple months in from 2021 to 2023 using Trimble R8, R10 and R12 rover receivers. Coordinates are established from Wisconsin VRS on Wisconsin's Continuously Operating Reference System (CORS).

VERTICAL CONTROL

Elevations established from Wisconsin VRS on Wisconsin's Continuously Operating Reference System (CORS). Vertical Datum was observed in NAVD 88, using

WI-GEOID18.

ONSITE CONTROL, HORIZONTAL AND VERTICAL

See table below.

CONTROL POINT DATA

POINT #

ELEVATION

785.84

787.82

781.77

787.71

786.33

783.96

787.19

NORTH

519669.88

515386.13

517533.39

519199.78

520495.33

517256.83

517859.88

EAST

904663.07

897428.55

899999.59

903648.57

900037.53

897369.54

895436.95

DESCRIPTION

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

GRAPHIC SCALE

1 inch = feet1000

1000 0 500 1000 2000 4000

785.34

781.21

782.49

786.40

787.18

518484.86

515287.12

515237.46

515459.71

517678.06

893086.15

892905.02

895430.21

889939.48

889224.56

786.17

791.46

789.48

790.77

783.07

518496.89

513011.78

512649.28

510060.41

512639.90

890788.74

891627.34

892963.62

892989.97

895470.39

784.88

810.14

802.17

511984.42

519214.09

523164.46

897457.45

519214.09

892152.50

FOUND MONUMENT

FOUND MONUMENT

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBARSET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

SET CAPPED REBAR

NOTES:

NEW ONSITE CONTROL WILL BE ESTABLISHED BY NRCS OR A TECHNICIAN

PRIOR TO CONSTRUCTION.

AutoCAD SHX Text

PROPOSED C DIKE

AutoCAD SHX Text L

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

INSIDE UNIT

AutoCAD SHX Text

NOTE: TILE DRAIN REMOVAL

AutoCAD SHX Text

SHALL BE THE BOTTOM WIDTH

AutoCAD SHX Text

(TOE - TOE) PLUS 150' ON BOTH SIDES

AutoCAD SHX Text

TILE EXPLORATION

AutoCAD SHX Text

TRENCH

AutoCAD SHX Text 150'

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'

AutoCAD SHX Text 150' tttt

REMOVE PUMP BOX

UPON COMPLETION

OF UNITS B,C,E.

REMOVE TILE BOX #1-4

REMOVAL SCENARIO A

SEE SHEET C053

EXISTING PUMPING STATION

REMAINS IN SERVICE FOR THE

DURATION OF CONSTRUCTION

18" DISCHARGE, 6000 GPM

REMOVE UPON COMPLETION

OF UNITS B,C,E.

LEGAL EASEMENT BOUNDARY

& CONSTRUCTION LIMITS

EXISTING PUMPING STATION

REMAINS IN SERVICE FOR THE

DURATION OF CONSTRUCTION

2 PUMPS:

18" DISCHARGE, 5000 GPM

24" DISCHARGE, 10000 GPM

REMOVE UPON COMPLETION

OF UNIT B

KINCAID LANE LEGAL ACCESS

S

PR

IN

G

C R

EE

K

SC

UP

PE

RN

ON

G

RI

VE

R

REMOVE CENTER PIVOT

BASE AND PIPING

SECONDARY ACCESS

OF WI-106

CLEARING AND GRUBBING OF TREES

WITHIN PROPOSED DIKE FOOTPRINT.

SEE CONSTRUCTION SPECIFICATION 2.

STRIP AND STOCKPILE EXISTING

GRAVEL ROADWAY. GRAVEL DEPTH

VARIES FROM 6-12" DEEP. SEE

CONSTRUCTION SPECIFICATION 3.

REMOVE EXISTING IRRIGATION

PUMP WHEN CENTER

PIVOT AND PIPE IS REMOVED

REMOVE HICKENBOTTOM

SURFACE INLET AND

OUTLET TILE.

EB

EB

EB

EB

EB EB

EB EB EB EB EB

EB

EB

EB

EB

EB

EB

EBEBEB

EB

EB

EBEBEBEBEB

EB

REMOVE EXISTING TILE

PUMP UPON COMPLETION

OF UNIT B

STAGING AREA & FIELD

OFFICE LOCATION ON DNR OWNED

LAND OFF KINCAID LANE. ALL EQUIPMENT

STORAGE AND VEHICLE PARKING IN THIS

LOCATION. TO BE UTILIZED FOR STOCKPILING

OF STRIPPED GRAVEL MATERIAL

DESIGNATED DISPOSAL AREA

FOR CLEARED TREES AND BRUSH.

DIKE EXPLORATION AREA #4

SEARCH UNDERNEATH PROPOSED DIKE

FOOPRINT PLUS 150' OFFSET ON BOTH

SIDES. REMOVE ALL TILE FOUND WITHIN

SHOWN EXTENTS.

SEE SHEET C053

LEGEND

SPOT ELEVATION

HORIZONTAL &

VERTICAL CONTROL

MAJOR CONTOUR

MINOR CONTOUR

OBSTRUCTION REMOVAL (TREE

CLEARING & GRUBBING)

GRAVEL STRIPPING AREA

ACCESS ROUTES

OVERHEAD ELECTRIC

PUMP STATION

TILE BOX REMOVAL

CENTER PIVOT BASE REMOVAL

SINGLE SIGN

DOUBLE SIGN

t

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

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WI-492-100 WDNR-KINCAID

UNDERGROUND ELECTRIC

Know what's below.

Call before you dig.

GRAPHIC SCALE

1 inch = feet300

300 0 150 300 600 1200

NOTES:

TREES/BRUSH WITHIN DIKE FOOTPRINT WILL BE CLEARED AND GRUBBED. ALL

REMOVED MATERIALS WILL BE PILED, BURNED AND BURIED IN DESIGNATED

DISPOSAL AREAS. SEE CONSTRUCTION SPECIFICATION 2 FOR ITEMS OF WORK

AND CONSTRUCTION DETAILS.

ALL EXISTING PUMPING STATIONS WILL REMAIN ON SITE AND IN USE DURING

CONSTRUCTION FOR DEWATERING. PUMPS WILL BE UTILIZED AT CONTRACTOR'S

DISCRETION TO MAINTAIN PROPER SITE CONDITIONS FOR WORK. IT WILL BE THE

RESPONSIBILITY OF THE LANDOWNER TO MAINTAIN THE PUMPS FOR

DEWATERING.

ALL GRAVEL/STONE ON THE EXISTING FIELD ROAD THROUGHOUT THE SITE WILL

BE STRIPPED, REMOVED AND STOCKPILED AT THE DESIGNATED STOCKPILE

LOCATION IN THE STAGING AREA.

SEE CONSTRUCTION SPECIFICATION 3 STRUCTURE REMOVAL FOR ITEMS OF WORK

AND CONSTRUCTION DETAILS.

GAS LINE

UNIT E

UNIT C

UNIT B

STREAM FLOWLINES

PROPOSED BURN & BURY

SITES

t t t t t t t t t t t t t t t t

REMOVE TILE BOX #7-12

REMOVAL SCENARIO B

SEE SHEET C053

REMOVE TILE BOX #5-6

REMOVAL SCENARIO A

SEE SHEET C053

REMOVE TILE BOX #13-19

REMOVAL SCENARIO A

SEE SHEET C053

CLEARING AND GRUBBING WITHIN

PROPOSED DIKE FOOTPRINT. SEE

CONSTRUCTION SPECIFICATION 2

REMOVE TILE BOX #20

REMOVAL SCENARIO A

SEE SHEET C053

CLEARING AND GRUBBING OF TREES

WITHIN PROPOSED DIKE FOOTPRINT.

SEE CONSTRUCTION SPECIFICATION 2.

EXISTING PUMPING STATION

REMAINS IN SERVICE FOR THE

DURATION OF CONSTRUCTION

24" DISCHARGE, 10000 GPM

REMOVE UPON COMPLETION OF

UNITS A,D.

EXISTING PUMPING STATION

REMAINS IN SERVICE FOR THE

DURATION OF CONSTRUCTION

24" DISCHARGE, 9000 GPM

18" DISCHARGE

REMOVE UPON COMPLETION OF UNIT A.

EXISTING PUMPING STATIONS

REMAIN IN SERVICE FOR THE

DURATION OF CONSTRUCTION.

REMOVE UPON COMPLETION OF

UNIT D.

REMOVE CENTER PIVOT

BASE AND PIPING

REMOVE CENTER PIVOT

BASE AND PIPING

REMOVE CENTER PIVOT

BASE AND PIPING

EXISTING DOUBLE CULVERT CROSSING TO

BE USED AS CONSTRUCTION ACCESS AND

REMOVE AFTER COMPLETION OF

CONSTRUCTION. REMOVE CULVERTS,

HEADWALLS AND FILL MATERIAL TO MATCH

CROSS SECTION OF EXISTING CREEK.

W

WELL DECOMMISSIONING

FILL AND CAP HIGH CAPACITY

ARTESIAN WELL, ~816' DEEP

18" DIA. SURFACE-351'

12.25" DIA. 351'-816'

DIKE EXPLORATION AREA #2

SEARCH UNDERNEATH PROPOSED DIKE

FOOPRINT PLUS 150' OFFSET ON BOTH

SIDE.S REMOVE ALL TILE FOUND WITHIN

SHOWN EXTENTS.

SEE SHEET C053

DIKE EXPLORATION AREA #1

SEARCH UNDERNEATH PROPOSED DIKE

FOOPRINT PLUS 150' OFFSET ON BOTH

SIDES REMOVE ALL TILE FOUND WITHIN

SHOWN EXTENTS.

SEE SHEET C053

EB EB EB EB EB EB

EB

EB EB EB EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EB

EB

EB

EB

EBEBEB

EB

EB

EB

EB

EBEB

EB

EB

EB

EB

EB

EB

EB

EB

EB

TILE SYSTEM REMOVAL #1

REMOVE ENTIRE LENGTH OF MAIN

AND MINIMUM 150' OF EACH LATERAL

SEE SHEET C053

DIKE EXPLORATION AREA #3

SEARCH UNDERNEATH PROPOSED DIKE

FOOPRINT PLUS 150' OFFSET ON BOTH

SIDES. REMOVE ALL TILE FOUND

WITHIN SHOWN EXTENTS.

SEE SHEET C053

TILE SYSTEM REMOVAL #2

REMOVE ENTIRE LENGTH OF MAIN

AND MINIMUM 150' OF EACH LATERAL

SEE SHEET C053

DESIGNATED DISPOSAL AREAS

FOR CLEARED TREES AND BRUSH.

MAIN

LATERALS

DESIGNATED DISPOSAL AREAS

FOR CLEARED TREES AND BRUSH.

DESIGNATED DISPOSAL AREAS

FOR CLEARED TREES AND BRUSH.

LEGEND

SPOT ELEVATION

HORIZONTAL &

VERTICAL CONTROL

MAJOR CONTOUR

MINOR CONTOUR

OBSTRUCTION REMOVAL-

TREE REMOVAL & GRUBBING

GRAVEL STRIPPING AREA

OVERHEAD ELECTRIC

PUMP STATION

TILE BOX REMOVAL

CENTER PIVOT BASE REMOVAL

HIGH CAP ARTESIAN WELL

SINGLE SIGN

DOUBLE SIGN

t

W

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

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/A

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6/13/2024

BG,TH,GS

MJS,BSE

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MJS,BSE,SB,MI

WI-492-100 Topo

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WI-492-100 WDNR-KINCAID

UNDERGROUND ELECTRIC

Know what's below.

Call before you dig.

GRAPHIC SCALE

1 inch = feet400

400 0 200 400 800 1600

UNIT A

UNIT D

STREAM FLOWLINES

PROPOSED DISPOSAL AREAS

UNIT B

NOTES:

SEE CONSTRUCTION SPECIFICATION 3 STRUCTURE REMOVAL FOR ITEMS OF WORK

AND CONSTRUCTION DETAILS.

SEE CONSTRUCTION SPECIFICATION 23 EARTHFILL FOR ITEMS OF WORK AND

CONSTRUCTION DETAILS RELATED TO TILE SEARCH AND REMOVAL.

TILE DRAIN (DIKE EXPLORATION) SECTION

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

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/A

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6/13/2024

BG,TH,GS

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WI-492-100 Topo

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WI-492-100 WDNR-KINCAID

TILE BOX REMOVAL SCENARIO A

SCALE: NOT TO SCALE

TILE BOX REMOVAL SCENARIO B

SCALE: NOT TO SCALE

PLAN VIEW

PROFILE VIEW

SINGLE CONTROL BOX. REMOVE AND DISPOSE OF METAL/WOODEN CONTROL

STRUCTURE BOX. CAP OR GROUT END OF TILES.

TILE BOXES ARE IN SERIES. REMOVE AND DISPOSE OF ALL METAL/WOODEN CONTROL STRUCTURE BOXES.

CAP OR GROUT ENDS OF TILES.

EXISTING GROUND

EXCAVATE AND BACKFILL

REMOVE TILE

EXISTING TILE

3:1 3:1

FLOW

CAP OR GROUT

END OF TILE100 FT.

EXISTING TILE

CAP OR GROUT END OF TILE

EXISTING GROUND

OUTLET CHANNEL

REMOVE ENTIRE MAIN

LENGTH OF TILE TO REMOVE

REMOVAL QUANTITIES

ITEM NAME LOCATION NOTES

TILE BOXES #1-4 UNIT C BOX REMOVAL SCENARIO A.

TILE BOX #5-6 UNIT D BOX REMOVAL SCENARIO A.

TILE BOX #7-12 UNIT D BOX REMOVAL SCENARIO B.

TILE BOX #13-19 UNIT A BOX REMOVAL SCENARIO A.

TILE BOX #20 UNIT A BOX REMOVAL SCENARIO A.

DIKE EXPLORATION AREA 1 UNIT A SEARCH AND REMOVE ALL TILE WITHIN DIKE FOOTPRINT AND WITHIN 150' ON EACH SIDE

OF FOOTPRINT.

DIKE EXPLORATION AREA 2 UNIT D SEARCH AND REMOVE ALL TILE WITHIN DIKE FOOTPRINT AND WITHIN 150' ON EACH SIDE

OF FOOTPRINT.

DIKE EXPLORATION AREA 3 UNIT D & A SEARCH AND REMOVE ALL TILE WITHIN DIKE FOOTPRINT AND WITHIN 150' ON EACH SIDE

OF FOOTPRINT.

DIKE EXPLORATION AREA 4 UNIT B SEARCH AND REMOVE ALL TILE WITHIN DIKE FOOTPRINT AND WITHIN 150' ON EACH SIDE

OF FOOTPRINT.

TILE SYSTEM REMOVAL 1 SOUTHEAST FIELD LOCATED SOUTH UNIT D REMOVE 150' MIN OF LATERALS. TECHNICIAN WILL BE ON SITE FOR ALL TILE SEARCH

AND REMOVAL TO DOCUMENT REMOVAL AMOUNTS.

TILE SYSTEM REMOVAL 2 SOUTHWEST FIELD LOCATED SOUTH OF UNIT D REMOVE ALL OF MAIN AND 150' MIN OF EACH LATERAL. TECHNICIAN WILL BE ON SITE

FOR ALL TILE SEARCH AND REMOVAL TO DOCUMENT REMOVAL AMOUNTS. TILE MAIN REMOVAL

SCALE: NOT TO SCALE

TILE LATERAL LINE REMOVAL

SCALE: NOT TO SCALE

AutoCAD SHX Text

PROPOSED C DIKE

AutoCAD SHX Text L

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

INSIDE UNIT

AutoCAD SHX Text

NOTE: TILE DRAIN REMOVAL

AutoCAD SHX Text

SHALL BE THE BOTTOM WIDTH

AutoCAD SHX Text

(TOE - TOE) PLUS 150' ON BOTH SIDES

AutoCAD SHX Text

TILE EXPLORATION

AutoCAD SHX Text

TRENCH

AutoCAD SHX Text 150'

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'

150'

0+

5+

20+00

25+00

9 9

10 10

11 11

0+

5+

40+00

45+00

50+00

1 1

2 2

15+00

0+00

5+00

10+00

15+00

0+00

5+00

10+00

15+00

17+23

0+00

5+00

10+00

12+31

0+

5+

+0

40+00

+00

60+00

65+00

70+00

+0

+9

R

Know what's below.

Call before you dig.

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

T

LA

K

ES

/A

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A N

TI

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C101

6/13/2024

BG,TH,GS

MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

W D

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WI-492-100 WDNR-KINCAID

GRAPHIC SCALE

1 inch = feet200

200 0 100 200 400 800

DITCH FILL #1

SEE SHEET C203DITCH FILL #2

SEE SHEET C203

LEGEND

EXISTING SCUPPERNONG RIVER DIKE

PROPOSED BORROW AREA

PROPOSED DITCH

PROPOSED DITCH FILLS

0.00 PROPOSED SPOT ELEVATION

DIKE BORROW #1

SEE SHEET 201,202

DIKE BORROW #2

SEE SHEET C201,202

DIKE BORROW #3

SEE SHEET C201,202

DIKE BORROW #4

SEE SHEET C201,202 TYPICAL BORROW SCRAPES

SEE SHEET C313

SCUPPERNONG RIVER

NOTE: SEE CONSTRUCTION SPECIFICATION 23 EARTHFILL

FOR ITEMS OF WORK AND CONSTRUCTION DETAILS FOR

DITCH FILL. SEE CONSTRUCTION SPECIFICATION 21

EXCAVATION FOR ITEMS OF WORK AND CONSTRUCTION

DETAILS FOR BORROW.

STREAM FLOWLINES

UNIT E

UNIT C

UNIT B

PROPOSED STRAW WATTLES

0+00

1+00 1+25

5+00

10+00

12+31

0+

5+

0+00

5+00

0+

5+

40+00

45+00

50+00

55+00

60+00

65+00

70+00

0+00

5+00

10+00

15+00

20+00

30+00

35+00

1 1

2 2

13 1314

8 8

9 9

10 10

11 11

12 12

13 13

14 14

R

Know what's below.

Call before you dig.

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

T

LA

K

ES

/A

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A N

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C R

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C102

6/13/2024

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MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

W D

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WI-492-100 WDNR-KINCAID

GRAPHIC SCALE

1 inch = feet200

200 0 100 200 400 800

LEGEND

PROPOSED DIKE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED PIPE

(000)

(000)

PROPOSED WATER CONTROL

STRUCTURE

PROPOSED ISLAND

PROPOSED BORROW AREA

PROPOSED GRAVEL ACCESS ROAD

SURFACING

PROPOSED DIKE

ACCESS ROAD (EAST) DIKE

WITH 10' WIDE GRAVEL SURFACE AND

GEOTEXTILE UNDERLAYMENT CENTERED

ON MAIN 16' ROAD

SEE SHEET C204,C205,C314

CONNECT SOUTH DIKE

TO ACCESS ROAD

UNIT C SOUTH DIKE

SEE SHEET C206,C207

UNIT C BANDING SITE

SLOPE FROM DIKE TOP TO

EXISTING GROUND AT 10:1

SEE SHEET C314

CONNECT ACCESS ROAD

TO UNIT B DIKE

CONNECT SOUTH DIKE

TO ACCESS ROAD

UNIT C (EAST) INLINE

WATER CONTROL STRUCTURE

SEE SHEET C306,C308

BACK SLOPE OF ACCES ROAD

(EAST) FILLS ADJACENT DITCH

SEE SHEET C203

UNIT C

MWL 783.0

UNIT C RIPRAP SPILLWAY

INTO UNIT B, LOCATED ON

ACCESS ROAD (EAST)

SEE SHEET C314

UNIT E

UNIT B

STREAM FLOWLINES

UNNAMED STREAM

+0

+9

0+00

1+00

1+62

0+00

0+

1+

2+

2+

AA

0+00

1+00 1+25

10 10

11 11

12 12

13 13

14 14

15 15

16 16

AA

0+00

5+00

10+00 10+47

8 8

9 9

10 10

11 11

12 12

13 13

14 14

15 15

0+

5+

20+00

25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00

63+04

0+00

5+00

10+00

15+00

40+00

45+00

50+00

55+00

60+00

65+00

70+00

75+00

0+

1+

0+00

2+

4+

6+

8+

8+ 54 R

Know what's below.

Call before you dig.

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

T

LA

K

ES

/A

TL

A N

TI

C R

EG

IO

N A L

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IC

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EW

M A N

B O

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V A R D

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D

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B

N on e

C103

6/13/2024

BG,TH,GS

MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

W D

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IT

E

PL

A N

U

N

IT

B

WI-492-100 WDNR-KINCAID

GRAPHIC SCALE

1 inch = feet200

200 0 100 200 400 800

LEGEND

PROPOSED DIKE

PROPOSED CHANNEL/DITCH

PROPOSED PIPE

PROPOSED WATER CONTROL

STRUCTURE

PROPOSED ISLAND

PROPOSED BORROW AREA

PROPOSED GRAVEL ACCESS ROAD

SURFACING

PROPOSED DITCH

PROPOSED DIKE

UNIT B

MWL: 782.5

CONNECT ACCESS ROAD

(EAST) TO UNIT B DIKE

UNIT B BANDING SITE

SLOPE FROM DIKE TOP TO

EXISTING GROUND AT 10:1

SEE SHEET 314

SC

U

PP

ER

N O

N G

R

IV

ER

S

PR

IN

G

C R

EE

K

UNIT B PROPOSED DITCH #1

SEE SHEET C218

UNIT B PROPOSED DITCH #2

SEE SHEET C218

DIKE SETBACK BORROW #2

SEE SHEET C220,C221

UNIT B (EAST) SHEET PILE STRUCTURE

WITH CARP BARRIER AND RIPRAP

CROSSING SEE SHEET C301,C312

EAST PUMP STATION

SEE SHEET C302,C303,C304

UNIT B DIKE

SEE SHEET C208,C209

UNIT B TURNAROUND

DIKE TOP WIDENED, FOLLOW

GRADING FILE PROVIDED

ACCESS ROAD (EAST) DIKE

WITH 10' WIDE GRAVEL SURFACE AND

GEOTEXTILE UNDERLAYMENT

CENTERED ON MAIN 16' ROAD

SEE SHEET C204,C205,C314

UNIT C RIPRAP SPILLWAY

INTO UNIT B, LOCATED ON

ACCESS ROAD (EAST)

SEE SHEET 314

EXISTING CULVERT CROSSING

TO REMAIN IN PLACE. ACCESS

ROAD CONTINUES SOUTH WITH

DRAINAGE REMAINING FROM

UNIT C TO SPRING CREEK. DIKE

CONTINUES NORTH ALONG

DRAINAGE DITCH.

BRIDGE PREPARATION

AND NEW BRIDGE DECK

SEE SHEET C309,C310

STREAM FLOWLINES

UNIT C

UNIT A

CONNECT ACCESS ROAD

TO UNIT C SOUTH DIKE

10+00

15+00

20+00

24+94

0+00

5+00

15+00

20+00

25+00

+0

115+00

120+00

125+00

128+75

1 1

2 2

8 8

0+00

1+00 1+39

0+

1+

2+

2+ 680+00

1+00

2+002+21

0+

5+

10+

37 0+00

1+00 1+62

0+

1+

2+

2+

0+00

5+00

10+00 10+47

AA

0+00

5+00

10+00

15+00

4+

6+

8+

8+

0+

1+

25+0030+00

35+00

40+00

45+00

50+00

55+00

60+00

63+04

10 10

11 11

12 12

13 13

14 14

15 15

16 16

17 17

AA

70+00

+0

18 18

19 19

20 20

21 21

22 22 23 23

0+

5+

0+

5+

20+00

25+

0+00

5+00

10+00

15+00

20+00

25+00

28+14 A A

0+00 0+62

0+00

5+00

10+00

15+00

20+00

+00

+00

0+

5+

110+00

115+00

120+00

125+00

129+84

0+

5+

64 0+00

5+00

10+00

15+00

19+33

AA

R

Know what's below.

Call before you dig.

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

T

LA

K

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/A

TL

A N

TI

C R

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IO

N A L

O

FF

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M A N

B O

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V A R D

B U

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D

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A N

(7

3-w w w .d uc ks

.o rg

C104

6/13/2024

BG,TH,GS

MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

W D

N R -K

IN

C A

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S O

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O U

N

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W

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WI-492-100 WDNR-KINCAID

GRAPHIC SCALE

1 inch = feet300

300 0 150 300 600 1200

LEGEND

PROPOSED DIKE

PROPOSED CHANNEL/DITCH

PROPOSED PIPE

PROPOSED WATER CONTROL

STRUCTURE

PROPOSED ISLAND

PROPOSED BORROW AREA

PROPOSED GRAVEL ROADWAY

PROPOSED DITCH/DIKE BORROW

PROPOSED DIKE

DIKE SETBACK BORROW #1

SEE SHEET C220,C221

DIKE SETBACK BORROW #3

SEE SHEET C220,C221

BRIDGE PREPARATION AND

NEW BRIDGE DECK

SEE SHEET C309,C310

UNIT D RIPRAP SPILLWAY

INTO UNIT A, LOCATED ON

ACCESS ROAD (WEST)

SEE SHEET C314

ACCESS ROAD (WEST) DIKE

WITH 10' WIDE GRAVEL SURFACE &

GEOTEXILE UNDERLAYMENT ON

16' MAIN ROAD

SEE SHEET C210,211,314

S

PR

IN

G

C R

EE

K

S

TE

EL

C

R

EE

K

SCUPPERNONG RIVER

ACCESS ROAD (WEST)

TURNAROUND SITE.

DIKE TOP WIDENED, FOLLOW

PROVIDED GRADING FILE

UNIT D BANDING SITE

GRADE DIKE TOP TO

EXISTING GROUND AT 10:1

SEE SHEET 314

WEST PUMP STATION

SEE SHEET C302,C303,C305

UNIT A & D (WEST) INLINE

WATER CONTROL STRUCTURE

SEE SHEET C307,C308UNIT A PROPOSED

DITCH CONNECTION

SEE SHEET C218,C219

UNIT A PROPOSED DITCH #1

SEE SHEET C218

UNIT A (WEST) SHEET PILE STRUCTURE WITH

CARP BARRIER AND RIPRAP CROSSING

SEE SHEET C301,C312

ACCESS ROAD (WEST)

STARTS AT EXISTING

GROUND AT BRIDGE

UNIT A DIKE

SEE SHEET C212,C213,C214

LEVEL DITCH SPOIL,

CAN BE USED FOR BORROW

SEE SHEET C203

UNIT A TURNAROUND SITE - DIKE TOP WIDENING.

UNIT A BANDING SITE - SLOPE FROM DIKE TOP TO

EXISTING GROUND AT 10:1.

SEE SHEET C314

UNIT A DIKE CONNECTS TO

UNIT A & D TRANSITION DIKE

UNIT A

MWL: 782.5

UNIT D

5+

20+00

25+

0+

1+

0+00

5+00

10+00

15+00

20+00

+00

115+00

120+00

125+00

129+84

0+00

5+00

10+00

15+00

20+00

0+00 0+62

0+00

5+00

10+00 10+47

0+00

5+00

10+00

15+00

19+33

AA

21 21

22 22 23 23

0+

0+00

1+00 1+39

0+

1+

2+

2+ 680+00

1+00

2+002+21

0+00

1+00 1+62

0+

1+

2+

2+

AA

0+00

4+

6+

8+

8+

40+00

45+00

50+00

55+00

60+00

63+04

11 11

12 12

13 13

14 14

15 15

16 16

17 17

0+00

5+00

15+00

20+00

25+00

+0

0+

105+00

110+00

115+00

120+00

125+00

128+75

0+

5+

10+

AA

0+00

5+

050+00

5+

20+00

22+19 A

A

0+

5+

1 1

2 2

8 8

14 14

0+00

5+00

10+00

15+00

20+00

24+94

R

Know what's below.

Call before you dig.

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

T

LA

K

ES

/A

TL

A N

TI

C R

EG

IO

N A L

O

FF

IC

E

N

EW

M A N

B O

U

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V A R D

B U

IL

D

IN

G

D

EX

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R

M

IC

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A N

(7

3-w w w .d uc ks

.o rg

C105

6/13/2024

BG,TH,GS

MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

W D

N R -K

IN

C A

ID

JE

FF

ER

S O

N C

O U

N

TY

W

I

S

IT

E

PL

A N

U

N

IT

D

WI-492-100 WDNR-KINCAID

GRAPHIC SCALE

1 inch = feet300

300 0 150 300 600 1200

LEGEND

PROPOSED DIKE

PROPOSED CHANNEL/DITCH

PROPOSED PIPE

PROPOSED WATER CONTROL

STRUCTURE

PROPOSED ISLAND

PROPOSED BORROW AREA

PROPOSED GRAVEL ROADWAY

PROPOSED DITCH/DIKE BORROW

PROPOSED DIKE

BRIDGE PREPARATION AND

NEW BRIDGE DECK

SEE SHEET C309,C310

UNIT D RIPRAP SPILLWAY

INTO UNIT A, LOCATED ON

ACCESS ROAD (WEST)

SEE SHEET C314

WEST PUMP STATION

SEE SHEET C302,C303,C305

UNIT A & D (WEST) INLINE

WATER CONTROL STRUCTURE

SEE SHEET C307,C308

ACCESS ROAD (WEST)

STARTS AT EXISTING

GROUND AT BRIDGE

DIKE SETBACK BORROW #5

SEE SHEET C220,C221

ACCESS ROAD (WEST) DIKE

WITH 10' WIDE GRAVEL SURFACE &

GEOTEXTILE UNDERLAYMENT

CENTERED ON 16' ROAD

SEE SHEET C210,C211

UNIT D BANDING SITE

GRADE FROM DIKE TOP TO

EXISTING GROUND AT 10:1

SEE SHEET 314

UNIT D PROPOSED DITCH

SEE SHEET C218,C219

UNIT D

MWL: 783.0

SOUTH DITCH CLEANOUT

SEE SHEET C219

DIKE SETBACK BORROW #4

SEE SHEET C220,C221

S

TE

EL

C

R

EE

K

S

TE

EL

C

R

EE

K

S

PR

IN

G

C R

EE

K

UNIT A & D TRANSITION DIKE

TOP ELEVATION VARIES

SEE PROFILE

SEE SHEET C215,C216,C217

UNIT A & D TRANSITION

DIKE MEETS ELEVATION WITH

END OF UNIT A DIKE

ACCESS ROAD (WEST)

TURNAROUND SITE.

DIKE TOP WIDENED, FOLLOW

PROVIDED GRADING FILE.

UNIT A

3 4 5 6 7 8

0+00

5+00

10+00

12+31 0+00

5+00

10+00

15+00

17+23

+0

40+00

+00

60+00

65+00

70+00

+0

+9

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

T

LA

K

ES

/A

TL

A N

TI

C R

EG

IO

N A L

O

FF

IC

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M A N

B O

U

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V A R D

B U

IL

D

IN

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D

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M

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A N

(7

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U se rs \b eh le n\ D uc ks

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E ng in ee ri ng

D oc um en ts

\G

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P ro je ct s\ W

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Eh le n, N E

B or ro w s, N on e

C201

6/13/2024

BG,TH,GS

MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

W D

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W

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W S

WI-492-100 WDNR-KINCAID

SCUPPERNONG RIVER

BUFFLEHEAD BAY

TOE OF RIVER

ADJACENT LANDOWNER DIKE TOP

800' LONG BREACH IN RIVER DIKE

10:1 10:1

800' LONG BREACH IN RIVER DIKE

10:1

:1

A A

PRIVATE DIKE

(NORTH)

SCUPPERNONG

RIVER

STRAW WATTLES

NOT TO SCALE

TYPICAL PROFIE FOR BORROW #1,2,3,4

NOT TO SCALE

TYPICAL PLAN VIEW FOR BORROW #1,2,3,4

NOT TO SCALE

SECTION A-A

DIKE TOP

NOTES:

1. ALL SCUPPERNONG RIVER BORROW AREAS (NE) BORROW AREAS WILL BE 800' IN LENGTH AND THEN SLOPED BACK TO EXISTING DIKES AT 10:1.

2. ALL EXCAVATED MATERIAL WILL BE UTILIZED IN DITCH FILLS OR DIPE CONSTRUCTION.

3. AFTER COMPLETION OF EACH DIKE BORROW, SEEDING WILL BE COMPLETED AND STRAW WATTLES WILL BE INSTALLED FOR EROSION CONTROL PURPOSES ALONG THE ENTIRE LENGTH OF THE BORROW AREA AND STAKED PER MANUFACTURER'S RECOMMENDATIONS. EXAMPLE SHOWN BELOW.

4. STRAW WATTLES WILL BE MONITORED UNTIL VEGETATIVE ESTABLISHMENT IS COMPLETED AND CHECKED AFTER STORM EVENTS TO MAINTAIN PROPER

FUNCTION.

GRAPHIC SCALE

1 inch = feet200

200 0 100 200 400 800

SCUPPERNONG RIVER

BORROW #1

BORROW #2

BORROW #3

BORROW #4

USE WOOD STAKE A MINIMUM SIZE OF 1 18" X 1 18" X 18" LONG. USE ON STAKE EVERY 6 FEET.

BUTT ENDS OF ROLL TOGETHER. DO NOT OVERLAP.

BORROW #1 --- 913 LIN. FT. OF STRAW WATTLES

BORROW #2 --- 913 LIN FT. OF STRAW WATTLES

BORROW #3 --- 918 LIN. FT. OF STRAW WATTLES

BORROW #4 --- 902 LIN. FT. OF STRAW WATTLES

SUPPORT POSTS --- AS NEEDED

STRAW WATTLES

PLACEMENT

UNIT E

BORROW TO ELEV. 781.0

5.

12+00

6.

1.

7.

14+00

1.

7.

1.

7.

16+00

1.

7.

1.

7.

18+00

1.

7.

1.

6.

20+00

1.

7.

3.

7.

22+00

10.1%

0.0%

.0

6.

64+00

6.

6.

5.

66+00

1.

5.

1.

5.

68+00

1.

6.

1.

6.

70+00

1.

5.

1.

5.

72+00

1.

6.

1.

5.

74+00

7.

22+00

6.

6.

24+00

1.

6.

1.

6.

26+00

1.

6.

1.

6.

28+00

1.

7.

1.

7.

30+00

1.

7.

1.

7.

32+00

1.

6.

7.

34+00

7.

48+00

7.

6.

50+00

1.

7.

1.

7.

52+00

1.

6.

1.

5.

54+00

1.

6.

1.

6.

56+00

1.

7.

1.

6.

58+00

1.

5.

6.

60+00

40 20 ℄

1.

20 40

40 20 ℄ 20 40

40 20 ℄ 20 40

40 20 ℄ 20 40

BORROW #1 PROFILE

PROFILE VERT. 10:1

BORROW #2 PROFILE

PROFILE VERT. 10:1

BORROW #3 PROFILE

PROFILE VERT. 10:1

BORROW #4 PROFILE

PROFILE VERT. 10:1

10.0%

0.0%

.0

10.0%

0.0%

.0

10.0%

0.0%

.0

SECTION 1-1, BORROW #1

SHEET C101,201

SECTION 2-2, BORROW #2

SHEET C101,201

SECTION 3-3, BORROW #3

SHEET C101,201

SECTION 4-4, BORROW #4

SHEET C101,201

LEGEND

EXISTING GRADE

PROPOSED FINISH GRADE

PROPOSED CUT

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

T

LA

K

ES

/A

TL

A N

TI

C R

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N A L

O

FF

IC

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M A N

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U

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V A R D

B U

IL

D

IN

G

D

EX

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R

M

IC

H

IG

A N

(7

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U se rs \b eh le n\ D uc ks

U nl im ite d In co rp or at ed \W is co ns in

E ng in ee ri ng

D oc um en ts

\G

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C 3D

P ro je ct s\ W

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R A W

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B or ro w

P ro fil es

X S

, N on e

C202

6/13/2024

BG,TH,GS

MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

W D

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IN

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WI-492-100 WDNR-KINCAID

VERTICAL SCALE

1 inch = feet

HORIZONTAL SCALE

1 inch = feet

8 164

80 16040

BORROW TO ELEVATION 781.0

BORROW TO ELEVATION 781.0

BORROW TO ELEVATION 781.0

BORROW TO ELEVATION 781.0

1.

0+00

1.

8.

0.

8.

2+00

0.

8.

0.

8.

4+00

0.

8.

0.

8.

6+00

0.

8.

0.

8.

8+00

0.

7.

0.

7.

10+00

0.

7.

1.

7.

12+00

1.

7.

12+31

1.

3.

0+00

0.

3.

0.

3.

2+00

9.

3.

9.

3.

4+00

9.

3.

9.

3.

6+00

9.

3.

9.

3.

8+00

9.

3.

9.

2.

10+00

0.

3.

0.

2.

12+00

0.

3.

9.

4.

14+00

9.

5.

9.

5.

16+00

9.

6.

9.

8.

17+23

9.

PROPOSED DITCH FILL #1 PROFILE

PROFILE VERT. 5:1

PROPOSED DITCH FILL #2 PROFILE

PROFILE VERT. 5:1

0+00

5+00

10+00

12+31 0+00

5+00

10+00

15+00

17+23

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

T

LA

K

ES

/A

TL

A N

TI

C R

EG

IO

N A L

O

FF

IC

E

N

EW

M A N

B O

U

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V A R D

B U

IL

D

IN

G

D

EX

TE

R

M

IC

H

IG

A N

(7

3-w w w .d uc ks

.o rg

C

U se rs \b eh le n\ D uc ks

U nl im ite d In co rp or at ed \W is co ns in

E ng in ee ri ng

D oc um en ts

\G

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P ro je ct s\ W

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C203

6/13/2024

BG,TH,GS

MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

W D

N R -K

IN

C A

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JE

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S O

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W

I

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IT

C H

F

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L D

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A

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S

P R O

FI

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S

WI-492-100 WDNR-KINCAID

VERTICAL SCALE

1 inch = feet

HORIZONTAL SCALE

1 inch = feet

12 246

60 12030

LEGEND

EXISTING GRADE

PROPOSED FINISH GRADE

PROPOSED FILL

GRAPHIC SCALE

1 inch = feet200

200 0 100 200 400 800

NOTES:

1. DITCH FILLS WILL BE CONSTRUCTED AT LOCATION AND AS FLAGGED BY THE TECHNICIAN.

2. CONSTRUCTION SPECIFICATION 21, EXCAVATION, AND 23, EARTHFILL, WILL BE FOLLOWED.

3. SEEDING SHALL BE DONE AS PER CONSTRUCTION SPECIFICATION 6.

4. SPOILS ALONG THE BANK ON EITHER SIDE OF THE DITCH CAN BE UTILIZED FOR THE DITCH FILLS.

5. THIS TABLE ONLY INCLUDES DITCHES THAT ARE TO BE COMPLETELY FILLED. SOME DITCHES ADJACENT TO THE DIKES MAY BE PARTIALLY

FILLED WHEN CONSTRUCTING THE NEW DIKE CROSS SECTIONS. REFER TO THE GRADING FILE AND DIKE CROSS SECTIONS FOR THOSE

SCENARIOS.

6. THE REMAINDER OF MATERIAL NEEDED FOR DITCH PLUGS THAT IS NOT PROVIDED BY SPOIL ALONG THE DITCH BANKS WILL BE BORROWED

FROM DESIGNATED SCRAPE PONDS.

7. THE DITCH ON THE WEST END OF UNIT A WILL HAVE THE SPOILS ON THE WEST SIDE REMOVED, BUT THE DITCH REMAINS OPEN.

SEE SHEETS C101-C105 FOR THE LOCATION OF DITCH FILLS

TYPICAL CROSS SECTION A-A

WIDTH

DEPTH

5:1 OR FLATTER SIDE SLOPES

ACCESS ROAD

(EAST)

DITCH #

EXISTING GROUND

EXISTING SPOIL PILES

ON ONE OR BOTH SIDES

OF EXISTING DITCHES TO

BE REMOVED

PLANNED SETTLED

ELEVATION

~ 1231'

LENGTH

~1723

* ~3644' ADJACENT TO ACCESS

ROAD ON NORTH SIDE,

FILL TO GROUND LEVEL

UNIT E

A

A

DITCH PLUG PLAN VIEW

DITCH

FLOW

CONSTRUCTED ELEVATION - REFER

TO CROSS SECTIONS AND GRADING

FILES, TYP. GROUND LEVEL OR 6" ABOVE

TOTAL FILL (CY)

INCLUDED IN

ACCESS ROAD

LOCATION

UNIT E

COMMENTS

REMOVE SPOILS ON EAST

AND FILL TO GROUND

LEVEL ON WEST

REMOVE SPOILS ON

WEST AND FILL TO

GROUND LEVEL

DITCH FILL #1

SPOILS REMOVED ON EAST

MAY BE UTILIZED AS BORROW

DITCH FILL #2

SPOILS REMOVED ON

WEST MAY BE USED

AS BORROW

DITCH FILL ON SOUTH SIDE

OF ACCESS ROAD (EAST),

INCLUDED IN GRADING FILE

OF EMBANKMENT

SEE SHEET 204,205

UNIT E

UNIT C

SCUPPERNONG RIVER

PROPOSED CONSTRUCTED GRADE

EXISTING GRADE OF DITCH BOTTOM

PROPOSED CONSTRUCTED GRADE

EXISTING GRADE OF DITCH BOTTOM

5 6

0+

5+

20+00

25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00

63+04

1 1

2 2

624 24

A A

A A

0+00

5+00

10+00

15+00

20+00

30+00

35+00

9 10

1313 14

0+00

S

PR

IN

G

C R

EEK

10+00

12+31

1515 16

0+

5+

40+00

45+00

50+00

55+00

60+00

65+00

70+00

75+00

0+

1+

7.

0+00

7.

5.

5.

3.

2+00

5.

3.

5.

3.

4+00

5.

3.

5.

3.

6+00

5.

3.

5.

3.

8+00

5.

3.

5.

3.

10+00

5.

3.

5.

3.

12+00

5.

3.

5.

2.

14+00

5.

3.

5.

3.

16+00

5.

3.

5.

2.

18+00

5.

2.

5.

2.

20+00

5.

2.

5.

2.

22+00

5.

3.

5.

2.

24+00

5.

2.

5.

2.

26+00

5.

2.

5.

2.

28+00

5.

2.

5.

2.

30+00

5.

2.

5.

1.

32+00

5.

1.

5.

1.

34+00

5.

1.

5.

1.

36+00

5.

4.

5.

2.

38+00

5.

1.

5.

0.

40+00

5.

0.

5.

0.

42+00

5.

0.

5.

0.

44+00

5.

0.

5.

1.

46+00

5.

0.

5.

0.

48+00

5.

0.

5.

0.

50+00

5.

0.

50+00

5.

1.

5.

1.

52+00

5.

1.

5.

1.

54+00

5.

1.

5.

1.

56+00

5.

1.

5.

0.

58+00

5.

0.

5.

1.

60+00

5.

1.

5.

1.

62+00

5.

1.

5.

1.

64+00

5.

1.

5.

1.

66+00

5.

1.

5.

1.

68+00

5.

1.

5.

1.

70+00

5.

2.

5.

2.

72+00

5.

2.

5.

3.

74+00

5.

5.

5.

5.

76+00

5.

3.

5.

3.

78+00

5.

2.

5.

3.

80+00

5.

3.

5.

3.

82+00

5.

3.

5.

3.

84+00

5.

3.

5.

3.

86+00

5.

2.

5.

2.

88+00

5.

2.

5.

2.

90+00

5.

2.

5.

2.

92+00

5.

2.

5.

2.

94+00

5.

2.

5.

2.

96+00

5.

2.

5.

2.

98+00

5.

2.

5.

3.

100+00

5.

6.

100+94

PROPOSED DIKE PROFILE - ACCESS ROAD EAST STA 0+00 - 50+00

PROFILE VERT. 10:1

PROPOSED DIKE PROFILE - ACCESS ROAD EAST STA 50+00 - 100+94

PROFILE VERT. 10:1

PROPOSED GRADE

ELEV. 785.40

EXISTING GRADE

ALONG MAIN DIKE CL

PROPOSED GRADE

ELEV. 785.40

EXISTING GRADE

ALONG MAIN BERM CL

GRADE BREAK STA = 0+00

ELEV = 787.3

GRADE BREAK STA = 0+23

ELEV = 785.4

20' WIDE AUXILIARY SPILLWAY

ARMORED WITH RIP RAP

CREST ELEV. 784.0

BEGIN AT EXISTING GROUND

AND GRADE DOWN TO DIKE ELEVATION

DIKE ENDS AT EXISTING

GROUND AT BRIDGE

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

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C204

6/13/2024

BG,TH,GS

MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

W D

N R -K

IN

C A

ID

JE

FF

ER

S O

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O U

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W

I

A C C

ES

S R

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WI-492-100 WDNR-KINCAID

GRAPHIC SCALE

1 inch = feet400

400 0 200 400 800 1600

LEGEND

EXISTING GRADE

PROPOSED FINISH GRADE

PROPOSED TOPSOIL STRIPPING AND

STOCKPILE

VERTICAL SCALE

1 inch = feet

HORIZONTAL SCALE

1 inch = feet

17 348.5

170 34085

ACCESS ROAD (EAST) BEGINS

AT EXISTING GROUND

CONNECT ACCESS ROAD (EAST)

TO UNIT B DIKE

CONNECT ACCESS ROAD (EAST)

TO UNIT B DIKE

ACCESS ROAD (EAST)

ENDS AT BRIDGE

EAST PUMP STATION NEAR END

OF ACCESS ROAD (EAST)

SEE SHEET C304

CONNECT ACCESS ROAD (EAST)

TO UNIT C SOUTH DIKE

ARMORED ROCK SPILLWAY LOCATION

SEE SHEET 314

UNIT C BANDING SITE

10:1 SLOPE FROM TOP OF DIKE

SEE SHEET 314

CULVERT UNDER ACCESS ROAD REMAINS

IN PLACE TO MAINTAIN DRAINAGE THROUGH

DITCH FROM UNIT C TO SPRING CREEK

UNIT C

UNIT B

UNIT A

10' WIDE GRAVEL SURFACE

WITH GEOTEXTILE UNDERLAYMENT

CENTERED ON MAIN 16' WIDE ROAD

SEE SHEET 314

UNNAMED STR

EAM

S

PR

IN

G

C R

EE

K

SCU

PPERN

O N G

RIVER

Access Road - East 1-1

Access Road - East 2-2

Access Road - East 3-3

Access Road - East 4-4

Access Road - East 5-5

Access Road - East 6-6

Access Road - East 7-7

Access Road - East 8-8

Access Road - East 9-9

Access Road - East 10-10

Access Road - East 11-11

Access Road - East 12-12

Access Road - East 13-13

Access Road - East 14-14

Access Road - East 15-15

Access Road - East 16-16

Access Road - East 17-17

Access Road - East 18-18

Access Road - East 19-19

Access Road - East 20-20

3.

5.

50 100 50

3.

5.

50 100 50

2.

5.

50 100 50

2.

5.

50 100

2.

5.

50 100 50

3.

5.

50 100 50

0.

5.

50 100 50

0.

5.

50 100 50

0.

5.

50 100

1.

5.

50 100 50

1.

5.

50 100 50

1.

5.

50 100 50

1.

5.

50 100 50

2.

5.

50 100

3.

5.

50 100 50

3.

5.

50 100 50

2.

5.

50 100 50

2.

5.

50 100 50

2.

5.

50 100

3.

5.

50 100

12'

WAVE BERM

MINIMUM REQUIRED DIKE CROSS SECTION

16'

DIKE TOP

MINIMUM REQUIRED DIKE CROSS SECTION

10'

GRAVEL

& GEO

10'

GRAVEL

& GEO

12'

WAVE BERM

16'

DIKE TOP

12'

WAVE BERM

MINIMUM REQUIRED DIKE CROSS SECTION

16'

DIKE TOP

16'

DIKE TOP

12'

WAVE BERM

10'

GRAVEL

& GEO

785.4

783.0

785.4

783.0 782.5

785.4

782.5

785.4

LEGEND

EXISTING GRADE

PROPOSED FINISH GRADE

PROPOSED CUT

PROPOSED FILL

PROPOSED TOPSOIL STRIPPING AND

STOCKPILE

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

T

LA

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/A

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6/13/2024

BG,TH,GS

MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

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WI-492-100 WDNR-KINCAID

VERTICAL SCALE

1 inch = feet

HORIZONTAL SCALE

1 inch = feet

10 205

50 10025

SEE CONSTRUCTION SPECIFICATION 21 EXCAVATION AND 23 EARTHFILL.

AutoCAD SHX Text

IMPOUNDMENT SIDE

AutoCAD SHX Text

(UNIT C)

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE OR

AutoCAD SHX Text

IMPOUNDMENT UNIT ONLY ALONG ONE SIDE OF DIKE

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 3:1

AutoCAD SHX Text 5:1

AutoCAD SHX Text 5:1

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

IMPOUNDMENT UNITS ALONG BOTH SIDES OF DIKE

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 5:1

AutoCAD SHX Text 5:1

AutoCAD SHX Text

OUTSIDE DITCH FILL

AutoCAD SHX Text 5:1

AutoCAD SHX Text 5:1

AutoCAD SHX Text

IMPOUNDMENT SIDE

AutoCAD SHX Text

(UNIT C)

AutoCAD SHX Text

IMPOUNDMENT SIDE

AutoCAD SHX Text

(UNIT B)

AutoCAD SHX Text 5:1

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

ACCESS ROAD WITH EXTERNAL DITCH MAINTAINED AND IMPOUNDMENT ON

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 5:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text 5:1

AutoCAD SHX Text

IMPOUNDMENT SIDE

AutoCAD SHX Text

(UNIT B)

AutoCAD SHX Text 3:1

AutoCAD SHX Text

ONE SIDE

(UNIT E)

0+

5+

+0

60+00

65+00

0+00

1+00

1+25

0+00

5+

10+

15+

+0

+0

+0

+2

6.

0+00

5.

7.

5.

7.

2+00

5.

7.

5.

7.

4+00

5.

7.

5.

7.

6+00

5.

6.

5.

6.

8+00

5.

6.

5.

7.

10+00

5.

5.

5.

3.

12+00

5.

2.

5.

2.

14+00

5.

2.

5.

3.

16+00

5.

7.

5.

7.

18+00

5.

7.

5.

7.

20+00

5.

6.

5.

7.

22+00

5.

7.

5.

7.

24+00

5.

7.

25+00

5.

7.

25+00

5.

8.

26+00

5.

8.

5.

8.

28+00

5.

8.

5.

7.

30+00

5.

6.

5.

6.

32+00

5.

6.

5.

7.

34+00

5.

7.

5.

7.

36+00

5.

5.

5.

5.

38+00

5.

4.

5.

4.

40+00

5.

4.

5.

3.

42+00

5.

3.

5.

2.

44+00

5.

2.

5.

2.

46+00

5.

2.

5.

2.

48+00

5.

2.

5.

2.

50+00

5.

3.

50+26

5.

PROPOSED GRADE

ELEV. 785.40

EXISTING GRADE

ALONG MAIN DIKE CL

PROPOSED GRADE

ELEV. 785.40

PROPOSED DIKE PROFILE - UNIT C SOUTH STA 0+00 - 25+00

PROFILE VERT. 5:1

PROPOSED DIKE PROFILE - UNIT C SOUTH STA 25+00 - 50+26

PROFILE VERT. 5:1

EXISTING GRADE

ALONG MAIN DIKE CL

START OF DIKE CONNECTS

TO ACCESS ROAD (EAST)

END OF DIKE CONNECTS

TO ACCESS ROAD (EAST)

STA 62+50

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

T

LA

K

ES

/A

TL

A N

TI

C R

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N A L

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E

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M A N

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Pr of ile, N on e

C206

6/13/2024

BG,TH,GS

MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

W D

N R -K

IN

C A

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JE

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S O

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W

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PR

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WI-492-100 WDNR-KINCAID

GRAPHIC SCALE

1 inch = feet150

150 0 75 150 300 600

VERTICAL SCALE

1 inch = feet

HORIZONTAL SCALE

1 inch = feet

18 369

90 18045

CONNECT UNIT C SOUTH DIKE

TO ACCESS ROAD (EAST)

PROPOSED DIKE PULLED

BACK FROM EXISTING DIKE

ALONG CREEK

CONNECT UNIT C SOUTH DIKE

TO ACCESS ROAD (EAST)

LEGEND

EXISTING GRADE

PROPOSED FINISH GRADE

PROPOSED TOPSOIL STRIPPING AND

STOCKPILE

UNNAMED STREAM

12'

WAVE BERM

MINIMUM REQUIRED DIKE CROSS SECTION

16'

DIKE TOP

12'

WAVE BERM

WHERE MINIMUM IS EXCEEDED: DIKE CROSS SECTION

16'

DIKE TOP

12'

WAVE BERM

MINIMUM REQUIRED DIKE CROSS SECTION

16'

DIKE TOP

Unit C - South Dike 1-1

Unit C - South Dike 2-2

Unit C - South Dike 3-3

Unit C - South Dike 4-4

Unit C - South Dike 5-5

Unit C - South Dike 6-6

Unit C - South Dike 7-7

Unit C - South Dike 8-8

Unit C - South Dike 9-9

Unit C - South Dike 10-10

Unit C - South Dike 11-11

Unit C - South Dike 12-12

Unit C - South Dike 13-13

Unit C - South Dike 14-14

Unit C - South Dike 15-15

Unit C - South Dike 16-16

Unit C - South Dike 17-17

Unit C - South Dike 18-18

7.

5.

7.

5.

7.

5.

7.

5.

3.

5.

2.

5.

4.

5.

7.

5.

7.

5.

8.

5.

7.

5.

6.

5.

7.

5.

6.

5.

5.

5.

3.

5.

2.

5.

2.

5.

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

DESIGNED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

EA

T

LA

K

ES

/A

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A N

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C R

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C207

6/13/2024

BG,TH,GS

MJS,BSE

BSE

MJS,BSE,SB,MI

WI-492-100 Site Plan

W D

N R -K

IN

C A

ID

JE

FF

ER

S O

N C

O U

N

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W

I

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IT

C

S O

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WI-492-100 WDNR-KINCAID

VERTICAL SCALE

1 inch = feet

HORIZONTAL SCALE

1 inch = feet

6 123

30 6015

LEGEND

EXISTING GRADE

PROPOSED FINISH GRADE

PROPOSED CUT

PROPOSED FILL

PROPOSED TOPSOIL STRIPPING AND

STOCKPILE

783.0

785.4

783.0

785.4

783.0

785.4

SEE CONSTRUCTION SPECIFICATION 21 EXCAVATION AND 23 EARTHFILL.

AutoCAD SHX Text 5:1

AutoCAD SHX Text

IMPOUNDMENT SIDE

AutoCAD SHX Text

(UNIT C)

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

IMPOUNDMENT UNIT ALONG ONE SIDE, RIVER OR CREEK ON OTHER SIDE.

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 5:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text 5:1

AutoCAD SHX Text

IMPOUNDMENT SIDE

AutoCAD SHX Text

(UNIT C)

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

IMPOUNDMENT UNIT ALONG ONE SIDE, RIVER OR CREEK ON OTHER SIDE.

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 5:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text

BACK SLOPE ALONG RIVER SHALL NOT BE DISTURBED. LEAVE VEGETATION.

AutoCAD SHX Text

16' MINIMUM DIKE TOP WILL BE STARTED WHERE 3:1 FROM RIVER/CREEK

AutoCAD SHX Text

TOE MEETS DESIGN ELEVATION AND CONSTRUCTED AS SHOWN. WHEREVER

AutoCAD SHX Text

THE MINIMUM CROSS SECTION IS EXCEEDED, EXISTING DIKE WILL SIMPLY

AutoCAD SHX Text

BE EXCAVATED TO DAYLIGHT AT DESIGN TOP ELEVATION.

AutoCAD SHX Text

BACK SLOPE ALONG RIVER SHALL NOT BE DISTURBED. LEAVE VEGETATION.

AutoCAD SHX Text

16' MINIMUM DIKE TOP WILL BE STARTED WHERE 3:1 FROM RIVER/CREEK

AutoCAD SHX Text

TOE MEETS DESIGN ELEVATION AND CONSTRUCTED AS SHOWN.

AutoCAD SHX Text

IMPOUNDMENT SIDE

AutoCAD SHX Text

(UNIT C)

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

IMPOUNDMENT UNIT ONLY ALONG ONE SIDE OF DIKE, DIKE SET BACK AND

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 3:1

AutoCAD SHX Text 5:1

AutoCAD SHX Text 5:1

CONSTRUCTED AWAY FROM ORIGINAL LOCATION ADJACENT TO CREEK/RIVER.

0+00

5+00

10+00

15+00

19+33

0+00

5+00

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