AREA 'B' - Waste Connections

W/L

SOUTHLANDFILL

HOWAR

D DRAI

N

HOWARD DRAIN

THO

MPS

ON

DR

AIN

ALLI

SON

LIN

E

206

206

PRO

POSED

SCR

EENIN

G BER

M

205

210

215

220

225

230

210 215220

225

230

188.52

191.32

2.00%2.00%

2.00%2.00%

2.00% 2.00%

1.00

%

1.20

%

1.00

%

1.20

%

1.20

%

1.00

%

1.00

%

1.00

%

1.00

%

1.20

%1.20

%

2.00%2.00%

2.00%2.00%

2.00%2.00%

190

191

192

190

191

192

190

190

191

191

190

191

192

193

190

191

192

193

195

200

190

195

200

189189189

189

191191191

192 193194

194

194

196

197

198

199

201

202

203

204

188.50

(L.P.)

(L.P.)

SOUTH LANDFILL

HOWAR

D DRAI

N

HOWARD DRAIN

THOMPSONDRAIN

THO

MPS

ON

DR

AIN

ALLI

SON

LIN

E

AREA 'B'

HEADER PIPE

LEACHATEFORCEMAIN

RISER PIPECLEANOUT

LATERAL PIPE

LEACHATEFORCEMAIN

HEADER PIPE

LATERAL PIPE

GALES DRAIN

235

WEST LANDFILL

X

X X

AREA 'B'

1:1,500

0 50 100

METRES

www.golder.com

025

mm

18111331CONTROL0001

DRAWING

17D

GOLDER ASSOCIATES LTD.6925 CENTURY AVENUE, SUITE #100MISSISSAUGA, ONTARIO, L5N 7K2CANADA[+1] (905) 567-4444A 2019-06-10 ISSUED FOR DESIGN AND OPERATIONS REPORT APPROVAL (EA PHASE) - CLIENT REVIEW MRFRG FRG FSB

B 2019-07-10 ISSUED FOR DESIGN AND OPERATIONS REPORT APPROVAL (EA PHASE) - EA REVIEW MRFRG FRG FSB

C 2020-01-09 ISSUED FOR DESIGN AND OPERATIONS REPORT APPROVAL (EA AND ECA) MRFRG FRG FSB

D 2020-03-06 RE-ISSUED FOR DESIGN AND OPERATIONS REPORT ECA APPROVAL FC/MRFRG FRG FSB

17 29

NOTE(S)

APPROVED PRE-EXPANSION WASTE LIMIT

APPROVED PRE-EXPANSION LANDFILL FINAL COVER CONTOUR(1.0 masl INTERVAL)

PROPOSED EXPANSION WASTE LIMIT

PROPOSED EXPANSION BASE EXCAVATION AREA

PROPOSED ACCESS ROAD

PROPOSED ROAD AND DITCH

PROPOSED RELOCATED HOWARD DRAIN

EXISTING GROUND SURFACE CONTOUR (1.0 masl INTERVAL)

EXISTING GRAVEL ROAD

EXISTING PAVED ROAD

EXISTING DRAINAGE DITCH

EXISTING WATER BODY

EXISTING TREE LINE

EXISTING FENCE LINE

LOW POINT OF PROPOSED BASE GRADE

LEACHATE SUMP

PUMP STATION

LEGEND

REFERENCE(S)

FOR AGENCY REVIEW

RIDGE LANDFILLBLENHEIM, ONTARIO

WASTE CONNECTIONS OF CANADA INC.

PROPOSED LEACHATE COLLECTION SYSTEM - AREA B TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

IF T

HIS

MEA

SUR

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T D

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NO

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ATC

H W

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TRUE NORTH

PLAN

NO

RTH

(L.P.)

1. PROJECTION: UTM NAD27-17N. VERTICAL DATUM: CGVD28 (GEODETIC).2. CONTOURS AND ELEVATIONS REPRESENT THE TOP OF CLAY LINER/BOTTOM OF THE

LEACHATE COLLECTION SYSTEM.

1. TOPOGRAPHIC BASE PLAN FOR SITE, EXCLUDING WITHIN EXISTING PONDS, OBTAINEDFROM EXISTING GROUND SURFACE, EXTRACTED FROM DEM, 6 cm GSD, FOR THE ENTIRESITE AREA, CAPTURED ON MAY 5, 2019 BY THE BASE MAPPING COMPANY LTD.

2. TOPOGRAPHIC BASE PLAN FOR EXISTING PONDS 1, 2, 4, 5 AND EAST AREA OF DUKE DRAINOBTAINED FROM EXISTING GROUND SURFACES, EXTRACTED FROM DEM, HORIZONTALAND VERTICAL ACCURACY 0.020 m, CAPTURED IN OCT. AND NOV. 2019, BY SURVEYORS ONSITE INC.

3. APPROVED WASTE LIMITS AND PROPERTY LIMITS FROM INTERIM ALTERNATIVE METHODSREPORT, DECEMBER 2018, FIGURE 2 - ALTERNATIVE 1 (HORIZONTAL AND VERTICALEXPANSION) PREPARED BY DILLON CONSULTING.

4H1V

4H1V

6%

1 m

1 m

3H1V

3H1V

EXISTINGACCESS ROAD

EXISTINGDITCH

PROPOSED 3.7 m DEEP, 1 m WIDE FINGERDRAIN, PLACED MAX. 25 m APART

EXISTING 1 m THICK FINALCOVER TO BE REMOVED

AND RECONSTRUCTEDOVER FINGER DRAIN

PROPOSED WASTE FILL

LIMIT OF WASTE FILL

3:1 (TYP.)2:1 (MAX.)

GEOTEXTILE FILTERABOVE FINGER DRAIN

1 %

1H1V LANDFILL WASTE

3H1V

50 mm CLEAR STONE

3.7 m DEEP, 1 m WIDE(MIN.) FINGER DRAIN

1 %

PROPOSED 1.0 m THICK FINAL COVER

REMOVE EXISTING COVERPRIOR TO WASTE PLACEMENT

EXISTING 200 mm DIA.PERFORATED COLLECTORPIPE AND TRENCH

PROPOSED 200 mm DIA.PERFORATED HDPECOLLECTOR PIPE ANDTRENCH

25 m

APPROXIMATELOWER LIMIT OF

WEATHERED CLAY

EXISTING CLAY CUT-OFF WALLTOE OF SIDE SLOPE EXCAVATION

1.2 m HIGH SEEPAGEDIVERSION BERM

4 mWIDE BERM

1.5 %

1.5 m

4H1V

6%

4H1V

EXISTING 1 m THICK FINALCOVER TO BE REMOVEDAND RECONSTRUCTEDOVER FINGER DRAIN

EXISTINGGROUND

EXISTING DITCH

LANDFILL WASTE

3.7 m DEEP, 1m WIDE (MIN.)FINGER DRAIN

LIMIT OF WASTE FILL


200 mm DIA.PERFORATEDCOLLECTORHDPE PIPE

PROPOSEDWASTE FILL

COMPACTED BACKFILL

200 mm DIA. SOLID HDPE HEADER PIPE


WEATHERED CLAY

1 m

3:1 (TYP.)2:1 (MAX.) 3H

1V

50 mm CLEAR STONE

600 mm THICK RECOMPACTEDCLAY SIDESLOPE LINER

GEOTEXTILE FILTER AROUNDDRAINAGE BLANKET

500 mm THICK CONTINUOUS 50 mmCLEAR STONE DRAINAGE BLANKET

3.7

m

25 mPROPOSED 1.0 m THICKFINAL COVER

REMOVE EXISTINGCOVER PRIOR TOWASTE PLACEMENT

1.2 m HIGH SEEPAGEDIVERSION BERM

4 m WIDEBERM

3.7

m

25 m

0 %

1.5 m

4H1V

EXISTINGGROUND

DITCH

LANDFILL WASTE

3.7 m DEEP, 1 m WIDE(MIN.) FINGER DRAIN

200 mm DIA. SOLID HDPE HEADER PIPE


LIMIT OF WASTE FILL


GEOTEXTILE FILTER AROUNDDRAINAGE BLANKET

500 mm THICK CONTINUOUS 50 mmCLEAR STONE DRAINAGE BLANKET


WEATHERED CLAY COMPACTED BACKFILL

1 mPROPOSED 1.0 m THICK

FINAL COVER

3H1V

3H1V

ELEV. 194.0 m


50 mm CLEAR STONE

4 m WIDEBERM

1 %

1.5 m0.6 m

4H1V

EXISTINGGROUND

DITCHLANDFILL WASTE

200 mm DIA. SOLIDHDPE PIPE200 mm DIA. SOLID HDPE HEADER PIPE


LIMIT OF WASTE FILL



WEATHERED CLAY

1800 mm INSIDEDIA. MANHOLE

COMPACTED BACKFILL

50 mm CLEAR STONEWITH GEOTEXTILEFILTER SURROUND

1 mPROPOSED 1.0 m THICKFINAL COVER

3:1 (TYP.)2:1 (MAX.) 3H

1V

www.golder.com

025

mm

18111331CONTROL0001

DRAWING

18E

GOLDER ASSOCIATES LTD.6925 CENTURY AVENUE, SUITE #100MISSISSAUGA, ONTARIO, L5N 7K2CANADA[+1] (905) 567-4444A 2019-03-05 ISSUED FOR REVIEW MRFRG FRG FSB

B 2019-06-10 ISSUED FOR DESIGN AND OPERATIONS REPORT APPROVAL (EA PHASE) - CLIENT REVIEW FCFRG FRG FSB

C 2019-07-10 ISSUED FOR DESIGN AND OPERATIONS REPORT APPROVAL (EA PHASE) - EA REVIEW FC/MRFRG FRG FSB

D 2020-01-09 ISSUED FOR DESIGN AND OPERATIONS REPORT APPROVAL (EA AND ECA) FC/MRFRG FRG FSB

E 2020-03-06 RE-ISSUED FOR DESIGN AND OPERATIONS REPORT ECA APPROVAL FC/MRFRG FRG FSB

18 29

PRELIMINARY DESIGNRIDGE LANDFILLBLENHEIM, ONTARIO

PERIMETER ROAD-WASTE INTERFACE SECTIONS -OLD LANDFILL EXPANSION

TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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FOR AGENCY REVIEW

TYPICAL SECTION - INFILL (CELL 8) PROPOSED VERTICAL LANDFILL EXPANSION AT FINGER DRAINN.T.S.

TYPICAL SECTION - PROPOSED FINGER DRAIN AND VERTICAL LANDFILL EXPANSION (OUTSIDE THE INFILL AND EAST INFILL LIMITS)N.T.S.

TYPICAL SECTION - EAST INFILL PROPOSED LEACHATE CONTROL SYSTEM AT FINGER DRAINN.T.S.

TYPICAL SECTION - APPROVED INFILL (CELL 8) AND EAST INFILL LEACHATE CONTROL SYSTEM AT MANHOLEN.T.S.


1 m

0.15 m

0.3 m

LANDFILLED WASTE

INTERMEDIATE COVER

COMPACTED SOILTOPSOIL

4H1V

3H1V

0.6 m

0.5 m

DRAINAGE LAYER

0.45 m0.15 m

0.9 m

RECOMPACTED CLAYSIDE SLOPE LINER

PREPARED SUBGRADEAFTER TOPSOILSTRIPPING

ORIGINAL GROUND

1.2

m

2%

2%

2%

2%

PERIMETER ROADPROFILE CONTROL

CLAY BACKFILL

℄ PE

RIM

ETER

DIT

CH

LIM

IT O

FW

ASTE

FIL

L

TOE

OF

LAN

DFI

LL S

LOPE

SURFACE WATERCONTROL BERM

3H1V

3H1V

℄ ROAD

2 m2 m

3.48 m2.7 m2.65 m

SAND PROTECTIVE LAYER

FINALCOVER

V DITCH AT APPROX.0.5% GRADES

3H1V

0.15 m

1H1V

3H1V

3H1V

ROAD GRANULAR MATERIAL

ANCHOR TRENCH

3H1V

4H1V

PREPARED SUBGRADEAFTER TOPSOIL

STRIPPING

PROFILECONTROL

TOE OF LANDFILLSLOPE ELEVATION

SEE ROADPROFILE

TOE

OF

LAN

DFI

LL S

LOPE

℄ PE

RIM

ETER

DIT

CH

ACCESS ROAD PROFILE ELEVATION

℄ ROAD

2%2%

2% 2%3H1V

3H1V 1.

2 m

1 mSHOULDER

4 m 4 m

1 mSHOULDER

3.3 m 3.15 m

V DITCH AT APPROX.0.5% GRADES;

1.5 m WIDE FLAT BASEDITCH AT 0.2% GRADES

1.5 m

TOE

OF

LAN

DFI

LL S

LOPE

℄ PE

RIM

ETER

DIT

CH

1.2

m

3.3 m3.15 m 1.5 m

LANDFILLED WASTE

4H1V

3H1V

0.6 m

0.5 m

DRAINAGE LAYER

0.6 m0.3 m


LIM

IT O

FW

ASTE

FIL

L


3H1V

3H1V

2.65 m

LANDFILLED WASTE

0.6 m

0.5 m

0.6 m0.3 m


LIM

IT O

FW

ASTE

FIL

L


3H1V

2.65 m

DRAINAGE LAYER

3H1V

ANCHOR TRENCH ANCHOR TRENCH

0.9 m 0.9 m

CLAY BACKFILL

ROAD GRANULAR MATERIAL

ASPHALT

www.golder.com

025

mm

18111331CONTROL0001

DRAWING

19E

GOLDER ASSOCIATES LTD.6925 CENTURY AVENUE, SUITE #100MISSISSAUGA, ONTARIO, L5N 7K2CANADA[+1] (905) 567-4444A 2019-01-31 ISSUED FOR CLIENT REVIEW MLFFRG FRG FSB





19 29


PERIMETER ROAD-LANDFILL INTERFACE SECTIONS - AREAS AAND B

TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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119

SCALE 1:100 m TYPICAL LANDFILL SECTION (PERIMETER ROAD)

219

SCALE 1:100 m TYPICAL LANDFILL SECTION (MAIN ACCESS ROAD)

NOTE(S)1. ALL DIMENSIONS IN METER UNLESS OTHERWISE NOTED.

FOR AGENCY REVIEW


DITCH

4 m

WID

E BE

RM200 mm Ø SOLID HDPE

HEADER PIPE

COMPACTED BACKFILL

1800 mm INSIDE DIA. MANHOLE

TOE OF 3H:1V SIDE SLOPE

3H:1

V3H

:1V

LIMIT OFWASTE FILL

3H:1

V

0.5% 0.5%

200 mm Ø PERFORATEDHDPE COLLECTOR PIPE

200 mm Ø SOLID HDPE PIPE

1.5

m500 mm THICK CONTINUOUSCLEAR STONE DRAINAGE BLANKET

0.5% 0.5%

1.8 m

0.9

m

1.5

m2.

5 m

30°

600 mm THICK RECOMPACTEDCLAY SLIDESLOPE LINER

1.5 m DIA.

0.6

m

FINISHED GRADE

EXISTING 200 mm DIA. SOLIDLEACHATE COLLECTOR PIPE

CLAY BARRIER FOR ONE LENGTHON EACH SIDE OF MANHOLE.SEE DETAIL A.

EXISTING 200 mm DIA. SOLIDLEACHATE COLLECTOR PIPE

SILTATION SUMP

PROPOSED 200 mm DIA. SOLIDLEACHATE COLLECTOR PIPE

PROPOSED 200 mm DIA. SOLIDLEACHATE COLLECTOR PIPE

1500 mm INSIDEDIAMETER MANHOLE

1.8 m DIA.

0.6

m

FINISHED GRADE

200 mm DIA. SOLID LEACHATEHEADER PIPE

1800 mm INSIDEDIAMETER MANHOLE

200 mm DIA. SOLID LEACHATEHEADER PIPE

SILTATION SUMP

200 mm DIA. SOLID HDPECOLLECTOR PIPE

0.9

m

0.9

m

2.2

m

6 m AT BASE OF BARRIER 6 m AT BASE OF BARRIER

UPPER LIMIT OF CLAY BARRIERTO MATCH FINISHED GRADE

200 mm DIA. HDPE PERFORATEDCOLLECTOR PIPE

200 mm DIA. SOLID HDPE PIPEWITHIN CLAY BARRIER

UPPER LIMIT OF CLAY BARRIERTO MATCH FINISHED GRADE

200 mm DIA. HDPE PERFORATEDCOLLECTOR PIPE

200 mm DIA. SOLID HDPE PIPEWITHIN CLAY BARRIER

1500 mm INSIDEDIA. MANHOLE

2" STONE OR COARSE CRUSHED CONCRETEINFILTRATION TRENCH AT LOW POINT

REMOVE EXISTING COVERPRIOR TO WASTE PLACEMENT

TEMPORARY INTERIOR SLOPE BERM

2H1V

2H1V 1

m

2 m

1 m0.5 mINTO

EXISTINGWASTE

3H1V

TEMPORARY INTERIOR SLOPE

1 m THICKEXISTING

FINAL COVERINCLUDING

0.15 m THICKTOPSOIL

REMOVE EXISTING TOPSOIL PRIOR TOBERM CONSTRUCTION

6% EXISTING TOP SLOPES,4H:1V EXISTING SIDE SLOPES

LANDFILL WASTE

PROPOSEDWASTE FILL

www.golder.com

025

mm

18111331CONTROL0001

DRAWING

20E

GOLDER ASSOCIATES LTD.6925 CENTURY AVENUE, SUITE #100MISSISSAUGA, ONTARIO, L5N 7K2CANADA[+1] (905) 567-4444A 2019-03-05 ISSUED FOR REVIEW MRFRG FRG FSB





20 29


LEACHATE COLLECTION SYSTEM DETAILS- OLD LANDFILL EXPANSION

TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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SECTION - TYPICAL EXISTING MANHOLE OUTSIDE THE INFILL AND EAST INFILL LIMITSSCALE 1:50 m

FOR AGENCY REVIEW


SECTION - TYPICAL MANHOLE AT INFILL (CELL 8) AND EAST INFILLSCALE 1:50 m

SECTION - TYPICAL EXISTING MANHOLE OUTSIDE THE INFILL AND EAST INFILL LIMITSSCALE 1:50 m

DETAIL B - TYPICAL PLAN VIEW OF LEACHATE COLLECTION SYSTEM AT INFILL (CELL 8) AND EAST INFILLSCALE 1:50 m

DETAIL A - TYPICAL EXISTING MANHOLE OUTSIDE INFILL (CELL 8) AND EAST INFILL LIMITSSCALE 1:50 m

DETAIL C - TYPICAL SECTION THROUGH TEMPORARY INTERIOR SLOPE BERMSCALE 1:50 m

NONWOVEN GEOTEXTILE SEPARATOR

NONWOVEN GEOTEXTILE FILTER50 mm CLEAR STONE DRAINAGE LAYER

200mm SAND PROTECTIVE LAYER

200mm I.D. PERFORATEDHDPE LEACHATE LATERALPIPE

200mm I.D. PERFORATEDHDPE LEACHATE

HEADER PIPE LOW POINT18.5 m 31.5 m 31.5 m 18.5 m 31.5 m

350mm 350mm

630mm630mm

2.0%

0.5%

2.0%

1.0% (APPROX.)

2.0%

1.0% (APPROX.)1.0% (APPROX.)

2.0%


NONWOVEN GEOTEXTILE FILTER

0.3 m 1.5 m 2 m

VARIES150mm(min.)

0.2 m

1 m

VARIES466

(max.)

0.6

m0.

5 m

NATIVE CLAY TILL


200 mm SAND PROTECTIVE LAYER 50 mm CLEAR STONEDRAINAGE LAYER

200mm I.D. HDPELEACHATE HEADERPIPE

TOE

OF

LIN

ER

TOE

OF

LCS

SLO

PE

3H1V

3H1V



NATIVE CLAY TILL


200 mm SAND PROTECTIVE LAYER

3H1V

3H1V

0.43 m

0.2 m

1 m

3 m

1.5 m 2 m

0.6

m0.

5 m

0.6

m

TOE

OF

LCS

SLO

PE

50 mm CLEAR STONEDRAINAGE LAYER

200mm I.D. HDPE LEACHATEHEADER PIPE

200mm I.D. HDPE LEACHATELATERAL PIPE

200mm I.D. HDPERISER PIPE

22 12 ° LONGBEND

450 mm I.D. HDPEEXTRACTION PIPE

450mm I.D. HDPEPERFORATED LEACHATEEXTRACTION PIPE

200mm I.D. PERFORATEDHDPE LEACHATELATERAL PIPE

200mm I.D. PERFORATEDHDPE HEADER PIPE

200mm I.D. NON-PERFORATEDHDPE RISER PIPE

3H:1V

3 m

3 m

0.7 m0.8 m 0.8 m 0.7 m

3H:1V

3H:1

V

400mm I.D. NON-PERFORATEDEXTRACTION PIPE



CLAY BACKFILL

NATIVE CLAY TILL 3H1V

4H1V

LEACHATE COLLECTIONSYSTEM

0.9 m

0.5 m

1 m 1.

5 m

0.3 m

0.6

m0.

5 m

LAN

DFI

LLED

1 m


WAS

TE(B

Y O

THER

S)FI

NAL

CO

VER

(BY

OTH

ERS)

TOE

OF

LAN

DFI

LL S

LOPE

LIM

IT O

F R

ECO

MPA

CTE

DC

LAY

LIN

ER LIM

IT O

F W

ASTE

FILL

TOP

OF

REC

OM

PAC

TED

CLA

Y LI

NER

0.6 m


NATIVE CLAY TILL



50 mm CLEAR STONE DRAINAGE LAYERNONWOVEN GEOTEXTILE FILTER


0.6

m0.

5 m0.

2 m

0.3

m

50 mm

NATIVE CLAY TILL



50 mm CLEAR STONE DRAINAGE LAYERNONWOVEN GEOTEXTILE FILTER


450mm I.D. NON-PERFORATEDHDPE EXTRACTION PIPE (typ.)


0.5

m0.2

m

0.6

m0.

6 m

0.7 m 0.8 m 0.8 m 0.7 m

50 mm

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025

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18111331CONTROL0001

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GOLDER ASSOCIATES LTD.6925 CENTURY AVENUE, SUITE #100MISSISSAUGA, ONTARIO, L5N 7K2CANADA[+1] (905) 567-4444A 2019-01-31 ISSUED FOR CLIENT REVIEW MLFFRG FRG FSB





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LEACHATE COLLECTION SYSTEM DETAILS - AREAS A AND B TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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NO

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SIZE

HAS

BEE

N M

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IFIE

D F

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D

121

SCALE NTS BASE LEACHATE COLLECTION DRAINAGE LAYER

321

SCALE NTS SECTION ALONG SIDE SLOPE (TYPICAL)

621

SCALE SCALE SECTION AT LEACHATE COLLECTION SUMP

421

SCALE NTS PLAN VIEW LEACHATE COLLECTION SUMP

221

SCALE NTS ANCHOR TRENCH DETAIL

521

SCALE NTS SIDE SLOPE RISER PIPE DETAIL

721

SCALE NTS SIDE SLOPE EXTRACTION PIPE DETAIL FOR AGENCY REVIEW


W/L

W/L

W/L

W/L

W/L

199.07

197.78

197.48

197.48

196.96

W/L196.45

X

XX

X

X

XX

X

XX

XX

XX

X

X

XX

XX

XX

X

X

X

XXXX

XX

XX

X

X X X X X X

XX

X

X

X

XX

XX

XX

XXX

X

XX

XX

XX

X

EX.FLOOD

CONTROLFACILITY

OLDLANDFILL

SOUTHLANDFILL

WESTLANDFILL

INFILL AREA

NORTHEASTWOODLOT

SOUTHEASTWOODLOT

SOUTHWESTWOODLOT

LEACHATEMANAGEMENTENTRANCE

MAIN SITEENTRANCE

EX. SWP 2

EX.SWP 3EX.

SWP 4

EX.SWP 5

LEWIS DRAIN

SCOTT DRAIN

GALES DRAIN DUKE DRAIN

BLOWER/FLARESTATION

CHARING CROSS ROAD (COUNTY ROAD 10)

HOWAR

D DRAI

N

HOWARD DRAIN

HOWARD DRAIN

THOMPSON DRAIN

THO

MPS

ON

DR

AIN

ALLI

SON

LIN

E

ERIEAU ROAD (CONCESSION ROAD 4)

HOWARD DRAIN

PUBLIC WASTEDROP-OFF AREA

ADMIN.BUILDING

MAINTENANCEBUILDING

HOWARD/SCOTT DRAIN

SCOTT DRAIN

EX. SWP 1

FRONTPOND

EXISTING/FUTURE

LANDFILLGAS MGMT.

AREA

TOPSOILSTOCKPILE 1

206

206

206

206 206

PRO

POSE

D S

CR

EEN

ING

BER

M

RELOCATED HOWARD DRAIN

BENEFICIAL USEMATERIALS

LAYDOWN AREA 2

MATERIALS STORAGEAREA / GRINDING

OPERATIONS

SERVICE /EMERGENCYSITE ACCESS

NORTHEAST WOODLOT(OPEN SPACE /

CONSERVATION LANDS)

SOUTHEAST WOODLOT(OPEN SPACE /

CONSERVATION LANDS)

PROPOSED SCREENING BERM

PRO

POSED

SCR

EENIN

G BER

M

SERVICE /EMERGENCY SITEACCESS

7

34

1

2

PROPOSEDCULVERT

RELOCATEDHOWARD DRAIN

0+0000+100

0+2000+300

0+4000+500

0+60

00+

700

0+80

00+

900

1+00

0

1+1001+200

1+3001+400

1+5001+600

1+7001+800

1+9002+000

2+1002+200

2+3002+400

2+500

2+60

02+

700

2+80

02+

824

0+000 0+100 0+200 0+300 0+400 0+500 0+600

0+70

00+

800

0+90

01+

000

1+10

01+

200

1+3001+400

1+500

1+600

1+700

1+800

1+9001+946

6

5

PROPOSEDFLOOD CONTROL

FACILITYEXPANSION

SOILSTOCKPILE 1

208

208

TOPSOILSTOCKPILE

2

2-LANEROAD

CELL 1

CELL 2

STO

RM

WAT

ERPO

ND

4

SOILSTOCKPILE 2

CEL

L 1

CEL

L 2

STORMWATERPOND 5

STORMWATERPOND 1

STORMWATERPOND 6

POND 2CELL 1 POND 2

CELL 2

STO

RM

WAT

ER P

ON

D 7

200

200

205 20

5

205

205

205 205

210 21

0

205

205

205210

215220

225230

205 210 215 220 225230

200205

210215

220225

230

235

240

200205

210215

220225

230

235

205210

215220

225230

235

200205

210215

220225

230

235

240

205210

215220

225230

235

240

200205210215220225230235240

200

205

205

210

210

215

215

220

220

225

225

230

230

235

235

240

240

DOWNCHUTE CHANNEL (TYP.)SEE DETAILS

FINAL COVERSEE DETAIL

TACK ON BERM (TYP.)SEE DETAIL

HIGHPOINT

HIGHPOINT

HIGHPOINT

HIGHPOINT

HIGHPOINT

HIGHPOINT

HIGHPOINT

HIGHPOINT

HIGHPOINT

HIGHPOINT

HIGHPOINT

HIGHPOINT

124

124

324

424

OLD LANDFILL

AREA 'A'

WEST LANDFILL

SOUTH LANDFILL

AREA 'B'

BENEFICIALUSE

MATERIALSLAYDOWN

AREA 1(YEARS 1-17)

O23

O'23

0+0000+100

0+2000+300

0+4000+500

0+60

00+

700

0+80

00+

900

1+00

0

1+1001+200

1+3001+400

1+5001+600

1+7001+800

1+9002+000

2+1002+200

2+3002+400

2+500

2+60

02+

700

2+80

02+

824

0+000 0+100 0+200 0+300 0+400 0+500 0+600

0+70

00+

800

0+90

01+

000

1+10

01+

200

1+3001+400

1+500

1+600

1+700

1+800

1+9001+946

N23

N' 23

OLD LANDFILL

AREA 'A'

SOUTH LANDFILL

AREA 'B'

HP

HP

HP

HP

LP

HP

HP

LP

HP

HP LP

LP

GALES DRAIN

235

WEST LANDFILL0+9001+000

W/L199.07

SWP 3

HOW

ARD

DRAI

N

235

X X

1+5001+6001+700

7

1

2

3

4

5

6

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025

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18111331CONTROL0001

DRAWING

22E

GOLDER ASSOCIATES LTD.6925 CENTURY AVENUE, SUITE #100MISSISSAUGA, ONTARIO, L5N 7K2CANADA[+1] (905) 567-4444A 2019-05-07 ISSUED DRAFT FOR REVIEW JJB/MRTDJ FRG FSB





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LEGEND

FOR AGENCY REVIEW

0

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METRES



PROPOSED FINAL COVER SURFACE WATER CONTROL TITLE

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RTH

NOTE(S)1. PROJECTION: UTM NAD27-17N. VERTICAL DATUM: CGVD28 (GEODETIC).

PROPERTY LIMIT

APPROVED PRE-EXPANSION WASTE LIMIT

APPROVED PRE-EXPANSION LANDFILL FINAL COVER CONTOUR(1.0 masl INTERVAL)

PROPOSED EXPANSION WASTE LIMIT

APPROXIMATE OLD LANDFILL VERTICAL EXPANSION LIMIT

PROPOSED EXPANSION LANDFILL FINAL COVER CONTOUR(1.0 amsl INTERVAL)

PROPOSED ACCESS ROAD

PROPOSED DITCH

PROPOSED RELOCATED HOWARD DRAIN

EXISTING GROUND SURFACE CONTOUR (1.0 masl INTERVAL)

EXISTING GRAVEL ROAD

EXISTING PAVED ROAD

EXISTING DRAINAGE DITCH

EXISTING WATER BODY

EXISTING TREE LINE

EXISTING FENCE LINE

DRAINAGE CATCHMENT AREAS

DOWNCHUTE CHANNEL

SURFACE WATER DIVERSION BERM (AT 3% SLOPE MINIMUM)

PERIMETER DITCH LOW POINT

PERIMETER DITCH HIGH POINT

PERIMETER DITCH FLOW DIRECTION

SCALE HOUSE

ADMINISTRATION BUILDING

MAINTENANCE BUILDING 1

MAINTENANCE BUILDING 2 / HOT BOX

PROPOSED ANCILLARY FACILITIES

EXISTING / FUTURE LEACHATE MANAGEMENT AREA

EXISTING / FUTURE LANDFILL GAS MANAGEMENT AREA

REFERENCE(S)

LP

HP

1. TOPOGRAPHIC BASE PLAN FOR SITE, EXCLUDING WITHIN EXISTING PONDS, OBTAINEDFROM EXISTING GROUND SURFACE, EXTRACTED FROM DEM, 6 cm GSD, FOR THE ENTIRESITE AREA, CAPTURED ON MAY 5, 2019 BY THE BASE MAPPING COMPANY LTD.

2. TOPOGRAPHIC BASE PLAN FOR EXISTING PONDS 1, 2, 4, 5 AND EAST AREA OF DUKE DRAINOBTAINED FROM EXISTING GROUND SURFACES, EXTRACTED FROM DEM, HORIZONTALAND VERTICAL ACCURACY 0.020 m, CAPTURED IN OCT. AND NOV. 2019, BY SURVEYORS ONSITE INC.

3. APPROVED WASTE LIMITS AND PROPERTY LIMITS FROM INTERIM ALTERNATIVE METHODSREPORT, DECEMBER 2018, FIGURE 2 - ALTERNATIVE 1 (HORIZONTAL AND VERTICALEXPANSION) PREPARED BY DILLON CONSULTING.

Documents

AREA 'B' - Waste Connections