DATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

12/2

7/20

18V

:\WR

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\Clin

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Pig

eon

Lake

Dam

\201

8 D

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CA

D\T

itle.

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TITL

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REVISIONDATEREVISIONDATENO NO

26-1055.10

PIGEON LAKE DREDGING

WAUPACA COUNTY, WISCONSIN

PEH

RJW

PEH

1TITLEDECEMBER 2018 EAU CLAIRE, WI

PIGEON LAKE PROTECTION AND REHABILITATION 

 

 

 

 

COUNTY MAPNTS

WAUPACA COUNTY, WISCONSIN

NORTH

PROJECT LOCATION,PIGEON LAKE

DIGGERS HOTLINE1-800-242-8511 OR 811

DIGGERS HOTLINEDial or (800)242-8511

www.DiggersHotline.com

PIGEON LAKE DREDGINGPIGEON LAKE PROTECTION AND REHABILITATIONWAUPACA COUNTY, WISCONSINDECEMBER 2018

COUNTY MAP

WAUPACACOUNTY

NTS

DIGGERS HOTLINEDial or (800)242-8511

www.DiggersHotline.com

Sheet IndexSheet Number Sheet Title

1 TITLE2 LEGEND3 SEDIMENT SAMPLE LOCATIONS4 MATTHEWS BAY BATHYMETRIC SURVEY5 MATTHEWS BAY DREDGING6 CROSS SECTION7 DISPOSAL SITE8 DETAILS9 DETAILS (2)

T

TV

OH

SAN

SS

W

G

SAN

SF SF

X X X X X X X X X X X

E

FO

OH

DIGGERS HOTLINEDial or (800)242-8511

www.DiggersHotline.com

W W

FM

ABBREVIATIONS:

ABOVE FINISHED FLOOR

ABOVEADJUSTADJ

ALTERNATE

ALUMINUM

ALT/

AL

ANCHOR BOLT

APPROXIMATE

AT

AUTOMATICAVENUE

AB

APPROX

@

AUTOAVE

BACK OF CURB

BACK OF SIDEWALK

BALL VALVE

BASE COURSE

BASELINE

BEARING

BELOW

BENCHMARK

BETWEEN

BITUMINOUSBLIND

BLOCK

BOARD

BOTTOM

BOULEVARD

BRICK

BUILDING

BUTTERFLY VALVE

BC

BV

BS

BL

BRG

BM

BETWN

BITBLD

BLKBLKG

BD

BRK

BLDG

BFV

CAST IRON

CASTING

CEILING

CENTERLINE

CHECK VALVE

CHECKERED PLATE

CHLORINE

CLEANOUT

CLEAR

COLD WATER

CONCRETE

CONCRETE MASONRY UNIT

FENCE

FERTILIZER

FIBERGLASSFINISHED

FLANGEDFLOOR

FLOOR DRAIN

FLOWLINE

FOOTFOOTING

FORCE MAIN

FOUNDATION

FUTURE

GAGEGARAGE

GAS

GATE VALVE

GENERALGRADE, GROUND

GRAVELGROUNDWATER

CI

CTG

CB CATCH BASIN

CLG

CV

CHKD P

CO

CLR

CW

CONC

CMU

FN

FERT

FGLFIN

FLGFLR

FD

FL

FT (')FTG

FM

FDN

FUT

GAGAR

G

GV

GEN

GRAVGW

CONNECTION

CONTINUOUSCONTRACTOR

CONTROL JOINT

CORNER

CORRUGATED METAL PIPE

COUNTY TRUNK HIGHWAY

COUPLINGCOURSE

CUBIC FOOT

CUBIC YARD

CULVERT

CURB AND GUTTER

CONN

CONTCONTR

CJ

COR

CMP

CTH

CPLGCRS

CF

CY

DEFLECTION

DEPTH

DETAIL

DIAMETERDIMENSIONDISCHARGE

DOOR

DOWN

DRAWING

DRINKING FOUNTAIN

DRIVEWAY

DUCTILE IRON

DEFL

DP

DTL

DIADIMDISCH

DR

DN

DWG

DFDI

EACHEACH FACE

EACH WAY

EAST

EFFLUENT

ELBOWELECTRICAL

ELEVATION

END OF RADIUS

EQUALEQUIPMENT

ESTIMATE

EXHAUSTEXISTING

EXPANSIONEXTERIOR

EAEF

EW

E

EFF

ELBELEC

EL

ER

EQEQUIP

EST

EXHEXPEXT

JOINTJT

KNIFE GATE VALVEKGV

LABORATORYLAVATORY

LEFT

LENGTH

LENGTH OF CURVE

LIGHT POLE

LINEAL FEET

LOCATION

LONG RADIUSLUMP SUM

MANHOLEMANUFACTURER

MASONRY

MATERIAL

MAXIMUMMECHANICAL

MECHANICAL JOINT

MINIMUMMISCELLANEOUS

LABLAV

LT

LG

LC

LP

LF

LOC

LRLS

MHMFG

MAS

MTL

MAXMECH

MJ

MINMISC

HEIGHT

HOLLOW METALHORIZONTAL

HOSE BIB

HOT WATER

HOUSE

HYDRANT

NEAR FACENF

INCHESINCLUDEINFLUENTINLET

INSIDE DIAMETERINSIDE FACE

INSULATIONINTERIORINVERTIRON PIPEIRON PIPE SIZE

PARKING

PAVEMENT

PEDESTAL

PERCENT

PERFORATE

PLACEPLATE

PLUG VALVE

POINT OF INTERSECTION

POINT OF CURVE

POINT OF TANGENCY

POLYVINYL CHLORIDE

POTABLE WATER

POUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOWER POLEPROPERTY LINE

QUANTITY

RADIUS

RAILROAD

REDUCERREFERENCEREINFORCING

REINFORCED CONCRETE PIPE

REMOVEREPLACEREQUIREDREVISED

RIGHTRIGHT OF WAY

ROAD

ROADWAYROOF DRAIN

IN (")INCLINFINL

IDIF

INSULINTINVIPIPS

PKG

PVMT

PED

%

PERF

P

PE

PL

PV

PI

PC

PT

PVC

PW

PL PL

QTY

RAD

RR

REDREFREINF

RCP

REMREPLREQDREV

RTRW

RD

RDWYRD

NON-POTABLE WATER

NORTH

NOT IN CONTRACT

NOT TO SCALE

NUMBER

ON CENTER

OPENING

OUTSIDE DIAMETER

OUTSIDE FACEOVERHEAD

OVERHEAD ELECTRIC

OVERHEAD TELEPHONE

SANITARY

SCHEDULESECTION

SEWAGE TREATMENT PLANT

SEWER

SHEET

SIDEWALK

SPECIFICATION

SOUTH

SQUARE

SQUARE FOOT

SQUARE YARD

STAINLESS STEEL

STANDARDSTATE TRUNK HIGHWAYSTEELSTORM

STREET

SURFACE

SYSTEM

TELEPHONE

TELEPHONE POLE

THICKNESSTHROUGH

TOP & BOTTOMTOP OF CURB

TYPICAL

NPW

N

NICNO

OC

OPG

OD

OFOH

OE

OT

SAN

SCHSEC

STP

SWR

SHT

SW

S

SPECSQ

SF

SY

SS

STDSTHSTLSTM

ST

SURF

SYS

TELE

TP

THKTHRU

TC

TYP

UNEXCAVATEDUNLESS NOTED OTHERWISEUNITED STATES HIGHWAY

UNEXCUNOUSH

ROOMRM

VARIABLE

VALVE

VERTICALVERTICAL CURVE

WATER

WATER MAINWATER SURFACEWATER TREATMENT PLANT

WELDED WIRE FABRIC

WEST

WIDTH

WITHWITHOUT

WOVEN WIRE MESHWWTP

WTPWTR

WSWM

WWF

W

WD

W/W/O

WWM

VAR

V

VERVC

ABV

AFF

BLVD

CULV

GRD

HT

HMHORZ

HB

HW

HSE

HYD

PP

PRIVATE ENTRANCE

BEL

BLOCKING

B CRS

PSFPSI

UE UNDERGROUND ELECTRICALUNDERGROUND GASUG

UNDERGROUND TELEPHONEUTUNDERGROUND VIDEOUV

ASPHALTASPH

CORRUGATED STEEL PIPECSP

HOT WATER RETURNHWR

ELECTRIC WATER COOLEREWC

NTS

WASTEWATER TREATMENT PLANT

BF BACK FACE

BOTTOM OFB/

T/ TOP OF

SLOPESLSIM SIMILAR

ALT ALTERNATE WITH

EJ EXPANSION JOINT

CONSTRUCTIONCONSTCONST JT

CONTR JT CONTRACTION JOINT

CONSTRUCTION JOINT

DEGREE

V&B VALVE & BOX

C&G

T&B

NOM NOMINAL

BTM

SPA SPACE

MP MID POINT

CL / C

DEG / °

LCHL

BO BREAKOFF

DW

CP CONTROL POINT

SSMH STORM SEWER MANHOLE

SANITARY MANHOLESAMH

EX

F-F FACE TO FACE

DATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

12/2

7/20

18V

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Pig

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REVISIONDATEREVISIONDATENO NO

26-1055.10

PIGEON LAKE DREDGING

WAUPACA COUNTY, WISCONSIN

PEH

RJW

PEH

2LEGENDDECEMBER 2018 EAU CLAIRE, WI

PIGEON LAKE PROTECTION AND REHABILITATION 

 

 

 

 

SAMPLE 9 (SEDIMENT)SAMPLE 10 (NATIVE)

SAMPLE 7 (SEDIMENT)SAMPLE 8 (NATIVE)

LOCATION OF STREAM BEDAFTER DRAW DOWN

BM 1

BM 2

BM 3

BM 4

NORTH

0 250 500

DATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

12/2

7/20

18V

:\WR

-EC

\Clin

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Pig

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Lake

Dam

\201

8 D

redg

ing\

CA

D\E

xist

ing

Con

tour

s.dw

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ayou

t: S

AM

PLE

LO

CA

TIO

NS

AA

-Sta

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REVISIONDATEREVISIONDATENO NO

26-1055.10

PIGEON LAKE DREDGING

WAUPACA COUNTY, WISCONSIN

PEH

RJW

PEH

3SEDIMENT SAMPLE LOCATIONSDECEMBER 2018 EAU CLAIRE, WI

PIGEON LAKE PROTECTION AND REHABILITATION 

 

 

 

 

NOTES:1. SEDIMENT COLLECTED ON 8/21/2018 WITH AMS MULTI-STAGE SAMPLER.2. SAMPLING EQUIPMENT WAS PUSHED INTO THE NATIVE SANDY LAYER UNTIL REFUSAL

(APPROXIMATELY TWO FEET) IN MOST AREAS.3. THE SEDIMENT OBSERVED WAS TYPICALLY IN TWO DISTINCT LAYERS. A NATIVE LAYER OF

GRAY SANDY MATERIAL AND A MORE RECENTLY DEPOSITED LAYER OF BLACK MUCKYSILTY MATERIAL.

4. A SAMPLE WAS COLLECTED IN BOTH LAYERS FOR EACH OF THE SEDIMENT CORELOCATIONS.

805

805

805

805

801

801

801801

802 802

802

802

802

802

803

803

803

803

803

803

804804

804

804

804

804

806

806

806

806

NORTH

0 100 200

DATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

12/2

7/20

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:\WR

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\Clin

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Pig

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Lake

Dam

\201

8 D

redg

ing\

CA

D\E

xist

ing

Con

tour

s.dw

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ayou

t: M

ATT

HE

WS

BA

Y

AA

-Sta

ndar

d.st

b

REVISIONDATEREVISIONDATENO NO

26-1055.10

PIGEON LAKE DREDGING

WAUPACA COUNTY, WISCONSIN

PEH

RJW

PEH

4MATTHEWS BAY BATHYMETRIC SURVEYDECEMBER 2018 EAU CLAIRE, WI

PIGEON LAKE PROTECTION AND REHABILITATION 

 

 

 

 

NOTES:1. 8/21/2018 WATER SURFACE ELEVATION = 806.65'2. SOUNDINGS WERE OBTAINED USING A 235 SONARMITE BT kHz

ECHOSOUNDER AND POSITIONED WITH A SUBMETER TRIMBLE GEOXH.

MATTHEWS BAY6.4 ACRES (280,182 SQ. FT.)

56,000 CY OF SEDIMENT

STONE TRACKING PAD

TOE OF SLOPE(5:1 MAX SLOPE)

MAX DREDGEDELEVATION 796.5

LOCATION OF STREAMAFTER DRAW DOWN

PROPOSED HAUL ROUTE(SEE DETAIL 3, SHEET 10)

PROPOSED STREAM CROSSING(SEE DETAIL 4, SHEET 8)

PROPOSED STREAM CROSSING(SEE DETAIL 4, SHEET 8)

BM 4

NORTH

0 100 200

DATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

12/2

7/20

18V

:\WR

-EC

\Clin

tonv

ille\

Pig

eon

Lake

Dam

\201

8 D

redg

ing\

CA

D\E

xist

ing

Con

tour

s.dw

g, L

ayou

t: M

ATT

HE

WS

BA

Y D

RE

DG

ING

AA

-Sta

ndar

d.st

b

REVISIONDATEREVISIONDATENO NO

26-1055.10

PIGEON LAKE DREDGING

WAUPACA COUNTY, WISCONSIN

PEH

RJW

PEH

5MATTHEWS BAY DREDGINGDECEMBER 2018 EAU CLAIRE, WI

PIGEON LAKE PROTECTION AND REHABILITATION----

----

----

----

----

10 FOOT OFFSETFROM SHORELINE(DREDGING LIMIT)

NOTES:1. NO DREDGING WITHIN 10 FEET OF ANY SHORELINE.2. ALL MATERIALS ENCOUNTERED WILL BE REMOVED WITHIN DREDGING LIMITS.3. REMOVE AND STOCKPILE WOODY DEBRIS TO BE REINCORPORATED AFTER DREDGING.4. DREDGING EQUIPMENT MUST BE REMOVED FROM LAKE BED AT THE END OF EACH WORK DAY.5. PLACE 3" CRUSHED STONE IF UNFROZEN AREAS ARE ENCOUNTERED DURING SEDIMENT

TRANSPORTATION. CRUSHED STONE MUST BE REMOVED FROM LAKE BED.

TEMPORARY STOCKPILE AREAOF FROZEN DREDGE MATERIAL(BEFORE LOADED ONTO ON-ROAD TRUCKS)

ON-ROAD TRUCK ACCESS

EXISTING BOAT RAMP USED AS ACCESS RAMP

COIR FIBER LOG

10 FOOT OFFSETFROM SHORELINE(DREDGING LIMIT)

STAKED TURBIDITY CURTAINSEE SHEET 9, DETAIL 6

Ele

vatio

n

790

795

800

805

810

790

795

800

805

810

0 25 50 750-25-50-75

10 FEET MIN OFFSET FROM SHORE 10 FEET MIN OFFSET FROM SHORE

806.65' WATER SURFACE2018 BATHYMETRIC SURVEY

5:1 MAX SLOPES

DREDGE LIMIT ELEVATION = 797.5'(MAXIMUM DREDGING EXPECTED)

MATTHEWS BAY DREDGING TYPICAL CROSS SECTION

5:1 MAX SLOPES

APPROXIMATE TRANSITIONBETWEEN MUCK AND SAND(MINIMUM DREDGING EXPECTED)

SAMPLE 10 APPROXIMATEBOTTOM EL 796.5'

DATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

12/2

7/20

18V

:\WR

-EC

\Clin

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Pig

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Lake

Dam

\201

8 D

redg

ing\

CA

D\E

xist

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Con

tour

s.dw

g, L

ayou

t: C

RO

SS

SE

CTI

ON

S

AA

-Sta

ndar

d.st

b

REVISIONDATEREVISIONDATENO NO

26-1055.10

PIGEON LAKE DREDGING

WAUPACA COUNTY, WISCONSIN

PEH

RJW

PEH

6CROSS SECTIONDECEMBER 2018 EAU CLAIRE, WI

PIGEON LAKE PROTECTION AND REHABILITATION 

 

 

 

 

APPROXIMATE LOCATION OF "RIGHT" SAMPLE

APPROXIMATE LOCATION OF "LEFT" SAMPLE

SF SF SF

SF

SF

SF

NRCS MAPPED HYDRIC SOILS

DNR MAPPED WETLANDS

DISPOSAL SITE

300 FOOT SETBACKFROM MAPPED HYDRIC SOILS

300 FOOT SETBACKFROM MAPPED HYDRIC SOILS

CLINTONVILLE MUNICIPAL AIRPORT

18 ACRES

COIR FIBER ROLL

STONE TRACKING PAD

DISPOSAL SITE NOTES:1. INSTALL STONE TRACKING CONTROL AT DRIVEWAY ACCESS.2. INSTALL COIR FIBER ROLL PRIOR TO SEDIMENT DISPOSAL3. INSTALL SILT FENCE IN SPRING PRIOR TO SPRING MELT.4. ONCE SEDIMENT IS APPROVED FOR SPREADING, SPREAD THE SEDIMENT TO A MAX

THICKNESS OF TWO FEET WITHIN THE OUTLINED DISPOSAL AREA.

HAULING NOTES:1. CONTRACTOR MUST DO DAILY VISUAL INSPECTIONS OF THE HAUL ROUTE.2. A SKID STEER MUST BE AVAILABLE IF A SPILL OCCURS ON THE HAUL ROUTE.

SILT FENCE

NORTH

0 200 400

DATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

12/2

7/20

18V

:\WR

-EC

\Clin

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Pig

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Lake

Dam

\201

8 D

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CA

D\D

ispo

sal S

ite.d

wg,

Lay

out:

DIS

PO

SA

L S

ITE

AA

-Sta

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b

REVISIONDATEREVISIONDATENO NO

26-1055.10

PIGEON LAKE DREDGING

WAUPACA COUNTY, WISCONSIN

PEH

RJW

PEH

7DISPOSAL SITEDECEMBER 2018 EAU CLAIRE, WI

PIGEON LAKE PROTECTION AND REHABILITATION 

 

 

 

 

diam

eter

2 to

4"

1x2x24" Stake

Uphill stake for overtopping areas

Normal Water

1x2x24" Stake6"

4 ft max

12"6"

Uphill stake for overtopping areas

Rope tie-downs for overtopping areas

overtopped joint

50' MIN

EXISTING PAVED ROADWAY

12' MIN

5'

5'

10' MINMIN

MIN

SECTION

PLAN

GEOTEXTILE FABRIC

MATCH EXISTING GRADE

3" TO 6" AGGREGATE

12' MIN

12' M

IN

DATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

12/2

7/20

18V

:\WR

-EC

\Clin

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Lake

Dam

\201

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CA

D\D

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Lay

out:

DE

TAIL

S

AA

-Sta

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REVISIONDATEREVISIONDATENO NO

26-1055.10

PIGEON LAKE DREDGING

WAUPACA COUNTY, WISCONSIN

PEH

RJW

PEH

8DETAILSDECEMBER 2018 EAU CLAIRE, WI

PIGEON LAKE PROTECTION AND REHABILITATION----

----

----

----

----

1 STONE TRACKING PAD DETAILNOT TO SCALE 2 COIR FIBER LOG DETAIL

NOT TO SCALE

4 STREAM CROSSING DETAILNOT TO SCALE3 HAUL ROUTE DETAIL

NOT TO SCALE

10'

32'

35'

SOCKET ENDUPSTREAM

24" RCP CULVERTS

24" RCP CULVERTS

4' TYPICAL

3" CRUSHED STONE

3" CRUSHED STONE

MAX 16'

1.5

1

1.5

1

3" CRUSHED STONE

MAX 30' 3' M

IN

SILT FENCE TIE BACKTWIST METHOD

SILT FENCE

TRENCH DETAILJOINING 2 LENGTHS OF SILT FENCE

HOOK METHOD

GENERAL NOTES

WOOD POSTS 2LENGTH 3'-4"20" DEPTH IN GROUND

GEOTEXTILEFABRIC ONLY

BACKFILL & COMPACTTRENCH WITH EXCAVATED SOIL

SUPPORTCORD

GEOTEXTILEFABRIC

TIEBACK BETWEENFENCE POST ANDANCHOR

ANCHOR STAKEMIN 18" LONG

SILTFENCE

GEOTEXTILEFABRIC

EXCESSFABRIC

GEOTEXTILE FABRIC

WOODPOST

GEOTEXTILEFABRIC

WOOD POST

GEOTEXTILE FABRIC

GEOTEXTILE FABRIC

WOOD POST

WOOD POST

GEOTEXTILEFABRIC

WOOD POST

TRENCH SHALL BE A MIN OF 4" WIDE & 6" DEEP TO BURYAND ANCHOR THE GEOTEXTILE FABRIC, FOLD THE MATERIAL TO FITTRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.

WOOD POSTS SHALL BE A MIN SIZE OF 118" x 11

8" OAK OR HICKORY.

CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTINGLENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY, USE ONE OF THEFOLLOWING TWO METHODS;A. TWIST METHOD -- OVERLAP THE END POSTS AND TWIST, OR ROTATE, AT LEAST 180 DEGREES.B. HOOK METHOD -- HOOK THE END OF EACH SILT FENCE LENGTH.

NOTE:ADDITIONAL POST DEPTH OR TIE BACKSMAY BE REQUIRED IN UNSTABLE SOLS

ATTACH FABRIC TOTIE POSTS WITH WIRESTAPLES OR WOODENLATH AND NAILS

*NOTE: 8'-0" POST SPACING ALLOWED IF A WOVEN GEOTEXTILE FABRIC IS USED

1

2

3

FOLD3" MAX

1'-0" MIN

FLOW DIRECTION

FLOW DIRECTION

2' MIN

(WHEN ADDITIONAL SUPPORT REQUIRED)

FLOW

FLOW

FLOW

3' MAX*3' MAX*

3' MAX*3' MAX*

DATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

12/2

7/20

18V

:\WR

-EC

\Clin

tonv

ille\

Pig

eon

Lake

Dam

\201

8 D

redg

ing\

CA

D\D

ispo

sal S

ite.d

wg,

Lay

out:

DE

TAIL

S (2

)

AA

-Sta

ndar

d.st

b

REVISIONDATEREVISIONDATENO NO

26-1055.10

PIGEON LAKE DREDGING

WAUPACA COUNTY, WISCONSIN

PEH

RJW

PEH

9DETAILS (2)DECEMBER 2018 EAU CLAIRE, WI

PIGEON LAKE PROTECTION AND REHABILITATION

5 SILT FENCE DETAILNOT TO SCALE 6 STAKED TURBIDITY CURTAIN DETAIL

NOT TO SCALE