KEY MAP DRAWING INDEXwebaps.halton.ca/Planning/Dufferin Aggregates Acton... · pbt monitoring location (monitoring well or piezometer) wm proposed watermains and flow direction proposed

N.T.S.

DWG NO. TITLEGENERAL

G-01 COVER

CIVILC-01 OVERALL WMS PLAN

C-02 PRIMARY PUMPING STATION PLAN (PHASE 1)

C-03 PHASE 4 WMS PLAN

N.T.S.

DRAWING INDEX

KEY MAP

M. TOMKA

R. HANKE

30193-19028DRAW_NUM

30193-19(028)GN-WA001 MAR 4/2015

HORZ_SC

DATE

001

WAGN

G-02 LEGEND SHEET

C-04 SECONDARY PUMPING STATION PLAN (PHASE 2)

C-05 PHASE 5/6 WMS PLAN SHEET 1

C-06 PHASE 5/6 WMS PLAN SHEET 2

C-07 TYPICAL CONTROL HUT DETAIL

C-08 TYPICAL WELL DETAILS

C-09 TYPICAL DIFFUSE DISCHARGE DETAILS

C-10 TYPICAL DEWATERING SUMP DETAILS

ARCHITECTURALA-01 PRIMARY PUMPING STATION (PHASE 1) PLAN & ELEVATIONS

Approved

DRAWING STATUS

O

N

Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:

Project Manager: Reviewed By:

Project N :

o

Date:

Report N :

o

Drawing N

o

:

THIS BAR MEASURES 50mm ON ORIGINAL. ADJUST SCALE ACCORDINGLY.

SCALE VERIFICATION

DUFFERIN AGGREGATES

ACTON QUARRY

LEGEND SHEET

WATER MANAGEMENT SYSTEM

M. TOMKA R. HANKE

NOVEMBER 2014

30193-19 028 G-02

30193-19(028)GN-WA002 NOV 26/2014

N.T.S.

EXISTING LICENCE LIMIT

OTHER PROPERTY BOUNDARY

DUFFERIN OWNED PROPERTY LIMIT

PROVINCIALLY SIGNIFICANT WETLAND (MNR OCTOBER 2011)

ROAD

WATERCOURSE

PROPOSED EXTRACTION LIMIT

JESA BREEDING POND (STANTEC SEPTEMBER 2011)

WMS CONTROL HUT

LEGEND

360

EXISTING GROUND CONTOUR

PROPOSED LICENCE LIMIT

EXISTING EXTRACTION LIMIT

PBT MONITORING LOCATION (MONITORING WELL OR PIEZOMETER)

PROPOSED WATERMAINS AND FLOW DIRECTION

WM

PROPOSED LOCAL FEEDER LINE

RAILROAD

RECHARGE WELL

U.P.

UTILITY POLE

ISSUED FOR NEC DEVELOPMENT PERMIT APPROVAL JRM

PBT STAFF GAUGE

NOTES:

1. PBT REFERS TO PERFORMANCE-BASED TARGET IN ACCORDANCE WITH

PERFORMANCE-BASED ADAPTIVE MANAGEMENT PLANT (AMP), CONESTOGA-ROVERS

& ASSOCIATES (CRA), OCTOBER 2014 AS MAY BE UPDATED FROM TIME TO TIME.

11/26/2014

330

330

360

360

360

360

360

360

320

340

360

360

360

360

354

358

358

328

354

312

364

312

314

352

314

358

356

356

356

362

364

334

344

322

341

324

336

362

352

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334

356

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364

342

326

342

346

356

358

334

354 354

344

342

334

362

356

356

362

358

358

356

358

358

358

356

358

358

358

356

358

362

356

358

364

358

362

341

340

338

358

335

364

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

H10H3

U3

U17

U5

U4

U24

U23

U19

U20

U29

U6

U7

U30U8

U32

U31

PHASE 5 EAST

PHASE 5 WEST/6 WEST

PHASE 4

LOWER PLANT YARD

PHASE 1RESERVOIR

WM

WM

WMWM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WMWM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

BLACK CREEK

4TH

LIN

E

3RD LINE

22ND SIDEROAD22ND SIDEROAD

W10

W2-N

W2-S

W3

W1

W10-aW9-N

W9-X

BLACK C

REEK

4TH LIN

E TRIBU

TARY TO

TO BLACK

TRIBUTARY

FAIRY LAKE

SCOTCH BLOCK UPPER

FAIRY LAKE TRIBUTARY

WM

WMWM

WM

WM

WM

WM

WM

WM

WM

WM

WMWM

WM

WMWM

WM

WM

WM

WM

WM

WM

WM

WMWM

WMWM

WM

WM

WM WMWM WM WM

WM

WM

WM

WMWM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

OW43-07

OW83-09

OW77-09

OW90-10

MW5-II

OW39A

WM

WM

WM

PHASE 3

PHASE 2RESERVOIR

(WHEN NOT DEWATEREDFOR OPERATIONS)

LOWER SETTLING POND(OVERFLOWS TO TRIBUTARY

TO BLACK CREEK)

UPPER SETTLING PONDPRIMARY PUMPING STATION(REFER TO DWG A-01)

EXISTING CULVERT

CULVERT, PIPE OR CHANNELTO SETTLING PONDS

(AT FINAL REHABILITATION)

DEWATERING WATERMAIN(MAX 450mm Ø)

RECHARGE WATERMAIN TOPHASE 4 WMS (MAX 450mm Ø)

WATERMAIN TO BLACK CREEK(MAX 450mm Ø)

RECHARGE WATERMAINTO SEEPS (MAX 250mm Ø)

RECHARGE WATERMAINSTO PHASE 2/3/5/6(MAX 600mm Ø)

PUMP STATION INTAKES(MAX 600mm Ø)



EXTENSIONGREEN LINE

EXTENSIONGREEN LINE

EXTENSIONGREEN LINE

PHASE 5/6 WEST RECHARGE WATERMAIN(MAX 450mm Ø) (SEE NOTE 4)

RECHARGE WATERMAINTO PHASE 5 EAST

(MAX 300mm Ø)

FEEDER LINE TO PHASE 5 EAST (WETLANDU6) DISCHARGE (MAX 250mm Ø)

DEWATERING SUMP(LOCATION MAY VARY)


DEWATERINGWATERMAINS

(MAX 450mm Ø)

EXISTING SETTLING POND

EXISTING SETTLING POND

PHASE 1 RESERVOIROUTFLOW CHANNEL(AT FINAL REHABILITATIONPER ARA SITE PLANS)

GRAVITY LAKEOVERFLOW CULVERT(AT FINAL REHABILITATION)

GRAVITY LAKEOVERFLOW CULVERT


DEWATERING WATERMAIN(MAX 250mm Ø)SETTLING AREA

(SEE C-06)

GRAVITY LAKEOVERFLOW CULVERT


GRAVITY LAKE OVERFLOW CULVERT(AT FINAL REHABILITATION)



WASH PLANT SUPPLY SUMP(LOCATION MAY VARY)

AGGREGATE WASHING SOURCE WATER ANDSETTLING PONDS (REFER TO DRAWING C-04)

SECONDARY PUMPINGSTATION (SEE NOTE 3)

WASH PLANT SUPPLYWATERMAIN TO OPERATIONS(MAX 300mmØ)

WASH PLANT SUPPLYTO OPERATION AREAS

(MAY VARY)

WATER SUPPLY TO OPERATIONS (DUSTSUPPRESSION, WASH PROCESS TOP-UP,

VEGETATION WATERING, ETC.)

0 50 100 150m 1:5000

SCALE=1:5000

Approved

DRAWING STATUS

ON Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:


Project N :o

Date:

Report N :o Drawing No :


SCALE VERIFICATION

DUFFERIN AGGREGATES ACTON QUARRY

OVERALL WMS PLAN


M. TOMKA R. HANKE NOVEMBER 2014

30193-19 028 C-0130193-19(028)CI-WA001 MAR 4/2015

1:5000

NOTES:

1. DRAWING DEPICTS WORKS THAT MAY BE IMPLEMENTED IN ADDITION TO, OR TOAMEND, EXISTING WORKS.

2. LOCATIONS OF WATERMAINS AND OTHER WATER MANAGEMENT SYSTEMCOMPONENTS ARE APPROXIMATE AND MAY VARY TO SUIT FIELD CONDITIONS ATTHE TIME OF CONSTRUCTION.

3. OTHER MONITORING INSTRUMENTATION WITHOUT PBT'S ARE NOT SHOWN. THESEMAY INCLUDE MONITORING WELLS, PIEZOMETERS AND STAFF GAUGES.

4. WATERMAIN MAY FOLLOW ALTERNATE ALIGNMENT ALONG RAMP TO THIRD LINE.

JRM11/26/2014ISSUED FOR NEC DEVELOPMENT PERMIT APPROVAL


U.P.

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

WM

WM

WM

WM

WM

W

M

W

M

WM

WM

WM

WM

WM

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

PRIMARY PUMPING STATION

(REFER TO DWG A-01)

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

RECHARGE WATERMAIN TO PHASE 4 WMS

(MAX 450mm Ø)

TRANSFORMER AND

SWITCHGEAR

SEPTIC TREATMENT

SYSTEM

PUMP STATION

INTAKES

(MAX 600mm Ø)

RECHARGE

WATERMAINS TO

PHASE 2/3/5/6

(MAX 600mm Ø)

WATERMAIN TO BLACK CREEK

(MAX 450mm Ø)

WATER SUPPLY TO OPERATIONS (DUST

SUPPRESSION, WASH PROCESS

TOP-UP, VEGETATION WATERING, ETC.)

0 5 10 15m

2

SCALE=1:500

Approved

DRAWING STATUS

O

N

Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:


Project N :

o

Date:

Report N :

o

Drawing N

o

:


SCALE VERIFICATION

DUFFERIN AGGREGATES

ACTON QUARRY

PRIMARY PUMPING STATION PLAN

(PHASE 1)


M. TOMKA R. HANKE

NOVEMBER 2014

30193-19 028 C-02

30193-19(028)CI-WA002 NOV 26/2014

1:500

NOTES:

1. DRAWING DEPICTS WORKS THAT MAY BE IMPLEMENTED IN ADDITION TO, OR TO

AMEND, EXISTING WORKS.

2. LOCATIONS OF WATERMAINS AND OTHER WATER MANAGEMENT SYSTEM

COMPONENTS ARE APPROXIMATE AND MAY VARY TO SUIT FIELD CONDITIONS AT

THE TIME OF CONSTRUCTION.


360

360

360

364

335

U/G

U/G

U/G

U/G

U/G

U/G

U/G

U/G

U/G

U/G

U/G

U/G

U/G

U/GU/G

U/G

U/G

U/G

U/G

U/G

U/G

SG39-07

SG18-08

SG41-07

SG25-07

SG22-10

SG80-12

WM

WM

WMWM

WM

WM

WM

WM

WM WMWM WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

U/G

RW101A

RW102A

RW102B

RW103ARW104A

RW108A

RW109BRW110A

RW111ARW111B

RW112A

RW112B

RW109A

RW107A

RW105A

RW106A

WM

OW43-07

OW83-09

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WMWM

WM

WMWM

WM

WM

WM

WM

WM

WM

WM

WM

WM PHASE 4

W1

3RD LINE

U3

U4

U5

U31

WATERMAIN DISCHARGE FOR LAKEFILLING OR FLUSHING INTO

EXCAVATION OR PIT

WATERMAIN DISCHARGE FOR LAKEFILLING OR FLUSHING INTO

EXCAVATION OR PIT

CH101

CH103CH104

CH105

CH106CH107

CH108

CH109

CH112CH111

CH110

CH113



EXTENSIONGREEN LINE

DEWATERING WATERMAIN(MAX 450mm Ø) RECHARGE WATERMAIN

(MAX 450mm Ø)


CH102

DIFFUSE DISCHARGE

DIFFUSEDISCHARGE

DIFFUSEDISCHARGE

DIFFUSEDISCHARGE

DIFFUSEDISCHARGE

DIFFUSE DISCHARGE(SEE NOTE 5)

TEMPORARY WATER SUPPLYWELL (SEE NOTE 4)

DUFFERIN OWNEDPROPERTY LIMIT

PROPOSEDEXTRACTION LIMIT(LIMIT OF FUTUREQUARRY EXCAVATION)

PROPOSEDLICENSE LIMIT

APPROXIMATE LOCATION OF PHASE 4 ACCESS RAMP

ACCESS LANE

WATER SUPPLY TOOPERATIONS (DUST

SUPPRESSION, WASHPROCESS TOP-UP,

VEGETATIONWATERING ETC.)

0 20 40 60m 0.5

SCALE=1:2000

Approved

DRAWING STATUS

ON Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:


Project N :o

Date:



SCALE VERIFICATION


PHASE 4 WMS PLAN



30193-19 028 C-0330193-19(028)CI-WA003 MAR 4/2015

1:2000

NOTES:

1. DIFFUSE DISCHARGE LOCATIONS, RECHARGE WELL LOCATIONS AND ASSOCIATEDWATERLINE AND COMMUNICATION CABLE ALIGNMENT ARE APPROXIMATE AND WILLBE ADJUSTED TO SUIT FIELD CONDITIONS IN ACCORDANCE WITH THE AMP.

2. FINISHED ACCESS LANE WIDTH TO BE APPROXIMATELY 4.0m. LANE TO BE GRADEDTO MERGE INTO SURROUNDING GRADE. FIELD LAYOUT OF HORIZONTAL ANDVERTICAL CURVES TO ALLOW TRAVEL BY SERVICE VEHICLE.

3. RECHARGE WELLS, MONITORING WELLS, DIFFUSE DISCHARGES, AND STAFF GAUGESMAY BE ADDED AS NECESSARY FOR PROPER OPERATION IN ACCORDANCE WITHAMP.

4. A TEMPORARY WATER SUPPLY WELL (TW3-07 OR NEW WELL) MAY BE USED FORWETLAND CONTINGENCY MITIGATION IN ACCORDANCE WITH AMP.

5. DIFFUSE DISCHARGE MAY BE CONNECTED TO GRAVITY OVERFLOW FROM LAKE ATFINAL REHABILITATION.



WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

W

M

W

M

W

M

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WM

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WM

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M

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WM

WM

WM

WM

WM

W

M

W

M

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M

W

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M

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M

W

M

WM

W

M

WM

W

M

W

M

W

M

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M

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M

W

M

W

M

W

M

W

M

WM

WM

WM

WM

WM

WM

WM

WM

WM

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

WM

WM

WM

WM

FEEDER LINE TO PHASE 5 EAST

(WETLAND U6) DISCHARGE

(MAX 250mm Ø)

GRAVITY LAKE

OVERFLOW CULVERT


DEWATERING WATERMAIN

(MAX 250mm Ø)

DEWATERING SUMP

(LOCATION MAY VARY)


(MAX 450mm Ø)

SECONDARY PUMPING STATION

(SEE NOTE 3)

AGGREGATE WASHING SOURCE WATER AND

SETTLING PONDS (SEE NOTE 4)

SETTLING AREA

(SEE C-06)

WASH PLANT SUPPLY TO

OPERATIONS

WASH PLANT SUPPLY SUMP

(LOCATION MAY VARY)


(MAX 450mm Ø)

CONTROL HUT

(SEEPS AND PHASE 5

EAST WETLAND U6)

RECHARGE WATERMAINS FROM


(MAX 600mm Ø)

RECHARGE WATERMAINS FROM


(MAX 600mm Ø)

DEWATERING WATERMAINS

(MAX 450mm Ø)

DISCHARGE TO

PHASE 2 RESERVOIR

0 10 20 30m

1

SCALE=1:1000

Approved

DRAWING STATUS

O

N

Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:


Project N :

o

Date:

Report N :

o

Drawing N

o

:


SCALE VERIFICATION

DUFFERIN AGGREGATES

ACTON QUARRY

SECONDARY PUMPING STATION PLAN

(PHASE 2)


M. TOMKA R. HANKE

NOVEMBER 2014

30193-19 028 C-04

30193-19(028)CI-WA004 NOV 26/2014

1:1000

NOTES:

1. DRAWING DEPICTS WORKS THAT MAY BE IMPLEMENTED IN ADDITION TO, OR TO

AMEND, EXISTING WORKS.

2. LOCATIONS OF WATERMAINS AND OTHER WATER MANAGEMENT SYSTEM

COMPONENTS ARE APPROXIMATE AND MAY VARY TO SUIT FIELD CONDITIONS AT

THE TIME OF CONSTRUCTION.

3. SECONDARY PUMPING STATION WILL INCLUDE A BELOW GRADE CYLINDRICAL

PRE-CAST CONCRETE CHAMBER WITH BACKFILL TO INTEGRATE INTO EXISTING

TOPOGRAPHY AND ABOVE GRADE VENT AND CONTROL PANEL.

4. POND AREAS MAY BE SUBDIVIDED/SUPPORTED BY BERMS. MAXIMUM 4 METRES IN

TOTAL HEIGHT, WITH MINIMUM 0.5 METRES OF FREEBOARD AND MAXIMUM OF 2

METRES OF WATER DEPTH.


3

6

0

3

6

0

3

6

0

3

5

8

3

5

8

356

356

3

5

6

356

3

5

4

3

6

2

356

356

3

6

2

3

5

8

3

5

8

PHASE 5 WEST/ 6

PHASE 3

SCOTCH BLOCK UPPER

TRIBUTARY A

W2-S

W3

U27

H3

CH201

CH202

CH203

CH204

CH205

CH206

CH207

CH208

CH209

CH210

CH211

U

/G

U

/

G

U

/G

U

/

G

U

/G

U/G

U

/

G

U

/

G

U

/G

U/G

U/G

U/G

U

/G

U/G

U/G

U

/

G

U

/

G

U

/G

U

/

G

U

/G

U

/

G

SG70-10

SG69-10

SG34-07

DIFFUSE DISCHARGE

DIFFUSE DISCHARGE

DIFFUSE DISCHARGE

RW206A

RW205B

DIFFUSE DISCHARGE

RW205A

SG14-07

SG59-10

SG68-10

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

EXTENSION

GREEN LINE

ACCESS LANE

DEWATERING SUMP

(LOCATION MAY VARY)

PROPOSED EXTRACTION LIMIT (LIMIT

OF FUTURE QUARRY EXCAVATION)

PROPOSED LICENSE LIMIT


(MAX 450mm Ø)

EXISTING

SETTLING POND

W

M

W

M

W

M

W

M

W

M

WM

WM

WM

W

M

W

M

WM

WM

WM

W

M

W

M

W

M

W

M

W

M

W

M

WM

W

M

WM

WM

WM

W

M

W

M

W

M

W

M

W

M

DIFFUSE DISCHARGE

(SEE NOTE 4)

WATERMAIN DISCHARGE FOR

LAKE FILLING OR FLUSHING

INTO EXCAVATION

WATERMAIN DISCHARGE FOR LAKE

FILLING OR FLUSHING INTO

EXCAVATION OR PIT

PHASE 5/6 WEST RECHARGE

WATERMAIN (MAX 450mm Ø)

(SEE NOTE 5)

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

WM

W

M

W

M

W

M

W

M

W

M

WM

W

M

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

H3 INFLOW

H4 INFLOW

RW207A

RW208A

RW209A

RW210A

RW2011A

OW77-09

OW90-10

FOR TEMPORARY DIFFUSE

DISCHARGE SEE C-09

FOR TEMPORARY DIFFUSE

DISCHARGE SEE C-09

0 20 40 60m

0.5

SCALE=1:2000

Approved

DRAWING STATUS

O

N

Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:


Project N :

o

Date:

Report N:

o

Drawing N

o

:


SCALE VERIFICATION

DUFFERIN AGGREGATES

ACTON QUARRY

PHASE 5/6 WMS PLAN SHEET 1


M. TOMKA R. HANKE

NOVEMBER 2014

30193-19 028 C-05

30193-19(028)CI-WA005 NOV 26/2014

1:2000

NOTES:

1. DIFFUSE DISCHARGE LOCATIONS, RECHARGE WELL LOCATIONS AND ASSOCIATED

WATERLINE AND COMMUNICATION CABLE ALIGNMENT ARE APPROXIMATE AND

WILL BE ADJUSTED TO SUIT FIELD CONDITIONS IN ACCORDANCE WITH THE AMP.

2. FINISHED ACCESS LANE WIDTH TO BE APPROXIMATELY 4.0m. LANE TO BE GRADED

TO MERGE INTO SURROUNDING GRADE. FIELD LAYOUT OF HORIZONTAL AND

VERTICAL CURVES TO ALLOW TRAVEL BY SERVICE VEHICLE.

3. RECHARGE WELLS, MONITORING WELLS, DIFFUSE DISCHARGES ,AND STAFF

GAUGES MAY BE ADDED AS NECESSARY FOR PROPER OPERATION IN

ACCORDANCE WITH AMP.

4. DIFFUSE DISCHARGE MAY BE CONNECTED TO GRAVITY OVERFLOW FROM LAKE

AT FINAL REHABILITATION.

5. WATERMAIN MAY FOLLOW ALTERNATE ALIGNMENT ALONG RAMP TO THIRD LINE.


360

354

352

344

352

362

346

354

344

342

SG75-10

SG77-11

RW214A

RW217B

RW216A

RW214B

RW213A

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

U/G

U/G

U/G

U/G

U/G

U/G

U/G

U/G

RW216B

RW217A

RW215A

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM WMWM

WMWM

SG76-10

RW212B

H10 INFLOW 1

H10 INFLOW 2

RW212A

MW5-II

OW39A

PHASE 5 EAST

PHASE 2

RESERVOIR(WHEN NOT DEWATERED

FOR OPERATIONS)

U6

U32

U19

U17

W9-X

U8

U30

U7

W9-N

H10

W10-a

U20

U29

W10

W9-S

SETTLING AREA(SEE NOTE)

CH212

CH213

CH214

CH215

CH216

CH217



DIFFUSE DISCHARGE

ACCESS LANE

LICENCE LIMIT

EXTRACTION LIMIT

DUFFERIN OWNED



RECHARGE WATERMAIN TO SEEPS(MAX 250mm Ø)

FEEDER LINE TO PHASE 5 EAST(WETLAND U6) DISCHARGE(MAX 250mm Ø)

EXISTINGSETTLING POND

CHANNEL IMPROVEMENT(REFER TO SEPARATEDOCUMENTATION)



RECHARGE WATERMAINTO PHASE 5 EAST(MAX 300mm Ø)

ALTERNATE ALIGNMENT

FOR TEMPORARY DIFFUSEDISCHARGE SEE C-09 AND NOTE 6

FOR TEMPORARY DIFFUSEDISCHARGE SEE C-09 AND NOTE 6

EXTENSIONGREEN LINE

350

358

352

WM

WM

WM

WM

TRIB

UTA

RY

C3RD

LIN

EH14

H15

CH210

CH211

U18

TEMPORARYWATER SUPPLYWELL (SEE NOTE 7)

RW212ARW2011ARW210A

RW212B

CH212 GRAVITY LAKEOVERFLOW CULVERT(AT FINAL REHABILITATION)

DIFFUSE DISCHARGE.(SEE NOTE 5)

FOR TEMPORARY DIFFUSEDISCHARGE SEE C-09

0 20 40 60m 0.5

SCALE=1:2000

Approved

DRAWING STATUS

ON Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:


Project N :o

Date:



SCALE VERIFICATION


PHASE 5/6 WMS PLAN SHEET 2



30193-19 028 C-0630193-19(028)CI-WA006 MAR 4/2015

1:2000

NOTES:

1. DIFFUSE DISCHARGE LOCATIONS, RECHARGE WELL LOCATIONS AND ASSOCIATEDWATERLINE AND COMMUNICATION CABLE ALIGNMENT ARE APPROXIMATE AND WILLBE ADJUSTED TO SUIT FIELD CONDITIONS IN ACCORDANCE WITH THE AMP.

2. FINISHED ACCESS LANE WIDTH TO BE APPROXIMATELY 4.0m. LANE TO BE GRADEDTO MERGE INTO SURROUNDING GRADE. FIELD LAYOUT OF HORIZONTAL ANDVERTICAL CURVES TO ALLOW TRAVEL BY SERVICE VEHICLE.

3. RECHARGE WELLS, MONITORING WELLS, DIFFUSE DISCHARGES AND STAFF GAUGESMAY BE ADDED AS NECESSARY FOR PROPER OPERATION IN ACCORDANCE WITHAMP.

4. FOLLOWING PHASE 2 SETTLING POND REMOVAL, SETTLING TO BE PREFORMED ONPHASE 2 QUARRY FLOOR WITH LOW BERM (1-2m), AS NECESSARY, OR ALTERNATELYBY TEMPORARY TRANSFER OF WATER TO PHASE 3 OR PHASE 1. DISCHARGEWATERMAIN WILL BE CONNECTED TO DIFFUSE DISCHARGE FOR REMOVAL OFSETTLING POND.

5. DIFFUSE DISCHARGE MAY BE CONNECTED TO GRAVITY OVERFLOW FROM LAKE ATFINAL REHABILITATION.

6. A TEMPORARY WATER SUPPLY WELL OR ABOVE GRADE FEEDER LINE FROM PHASE2/5 EAST DISCHARGE LINE MAY BE USED IF NECESSARY PRIOR TO WATERMANAGEMENT SYSTEM RECHARGE WATERMAIN AVAILABILITY.

7. A TEMPORARY WATER SUPPLY WELL MAY BE USED FOR WETLAND CONTINGENCYMITIGATION IN ACCORDANCE WITH AMP.

JRM

U18 CONTINGENCY TEMPORARYMITIGATION WATER SUPPLY WELL

1:2500

11/26/2014ISSUED FOR NEC DEVELOPMENT PERMIT APPROVAL



3048

A A

FLOOR OPENING

FLOOR OPENING

PRECAST CONCRETE BUILDINGC/W INSULATION AND INTERIOR WALLBOARD

100mm THK RIGIDINSULATION, TYP4 SIDES

1200

SLOPE

100mm THK RIGIDINSULATION TYP.

(PLACED PRIORTO SCREENINGS)

EXPOSEDAGGREGATE

FINISH

2380

MOTIONACTIVATED LIGHT

500mm GRANULARCOMPACTED TO 98% SMDD(SOIL TYPE A2)

SELECT NATIVE MATERIALBACKFILL COMPACTED

TO 95% SMDD(SOIL TYPE S1)

100mm SCREENINGSCOMPACTED TO 98% SMDD

(SOIL TYPE A4)

2440

Approved

DRAWING STATUS

ON Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:


Project N :o

Date:



SCALE VERIFICATION


TYPICAL CONTROL HUT DETAIL



30193-19 028 C-0730193-19(028)CI-WA007 NOV 26/2014

N.T.S.

SECTION A

JRM

NOTES:

1. HUT DIMENSIONS ARE APPROXIMATE AND MAY VARY WITH VENDOR AVAILABILITY.

11/26/2014ISSUED FOR NEC DEVELOPMENT PERMIT APPROVAL

VA

RIE

S

OV

ER

BU

RD

EN

DE

PTH

VA

RIE

S

OPEN HOLE THROUGH AMABEL

GRADE

GROUND WATER (VARIES)

GROUT

STEEL CASING

MIN. 1m INTOCOMPETENTBEDROCK

AMABEL

REYNALES

CABOT HEAD SHALE

LOCKABLE WELL CAPWITH CONDUIT CONNECTION

MIN

0.61

m

RISER PIPE

SLOTTED SCREEN ORPERFORATED PIPE

OVERBURDEN

JUNCTION BOX MOUNTED TOCASING PIPE FOR

LEVEL/TEMPERATURE SENSOR

INSTRUMENT

INSTRUMENT CABLE

WE

LL D

EP

TH V

AR

IES

(AP

PR

OX

. 20

TO 2

0m) W

ELL

DE

PTH

MA

Y E

XTE

ND

ON

LYTH

RU

PA

RTI

AL

DE

PTH

SH

OW

N P

ER

AM

P.

N.T.S.TYPICAL RECHARGE WELL DETAIL

VARIOUS

PVC WELL SCREEN ORPERFORATED PIPE

PERFORATED PIPE

DROP PIPE OR HOSE

OPEN HOLE THROUGH AMABEL

GROUND WATER (VARIES)

GROUT

DEPTH ASDIRECTED BYENGINEER

AMABEL

REYNALES

CABOT HEAD SHALE

STEEL CASINGOVERBURDEN

VA

RIE

S

OV

ER

BU

RD

EN

DE

PTH

VA

RIE

S

GRADE

MIN

0.61

m

SUPPLY LINE

LIFT PIPE

PITLESS ADAPTER

SLIP-ON FLANGEWELDED TO CASING

BLIND FLANGE WITHTHREADED HOLE AND PLUG

2m M

IN O

R A

LTE

RN

ATE

FRE

EZE

PR

OTE

CTI

ON

CONCRETE ANCHORBLOCKS, TYP

WE

LL D

EP

TH V

AR

IES

(AP

PR

OX

. 20

TO 3

0m) W

ELL

DE

PTH

MA

Y E

XTE

ND

ON

LYTH

RU

PA

RTI

AL

DE

PTH

OF

AM

AB

EL.

PRESSURE RELIEFENCLOSURE

Approved

DRAWING STATUS

ON Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:


Project N :o

Date:



SCALE VERIFICATION

DUFFERIN AGGREGATESACTON QUARRY

TYPICAL WELL DETAILS



30193-19 028 C-0830193-19(028)CI-WA008 NOV 26/2014

N.T.S.

N.T.S.TYPICAL MONITORING WELL DETAIL

VARIOUS


2.0m MIN.

2m OR ALTERNATEFROST PROTECTION

PERFORATED/SCREENEDDISTRIBUTION PIPE

BURIED WATER SUPPLYLINE

FLOWCONTROL

VALVE ANDMETER

DIFFUSE DISCHARGE SLOPE LENGTH 1-2mTYPICAL FINISHED SURFACE AREA 5-10m²

COVER WITH AVAILABLE WEATHEREDSTONE, WOODY DEBRIS

WETLAND

TYPICAL CONTROL HUT

CLEARSTONE

TYPICAL HIGHWATER LEVEL

SLOPE

GEOTEXTILE

RESTORE WORK ZONE(SEE NOTE 1)

WEATHERED STONE

PERFORATED/SCREENEDDISTRIBUTION PIPE BURIED WATER SUPPLY

LINE

FLOWCONTROL

VALVE ANDMETER

2m OR ALTERNATEFROST PROTECTION

DIFFUSE DISCHARGE SLOPE LENGTH 1-2mTYPICAL FINISHED SURFACE AREA 5-10m²COVERED WITH AVAILABLE WEATHERED

STONE, WOODY DEBRIS

CLEARSTONE

GEOTEXTILE

TYPICAL HIGHWATER LEVEL

TYPICAL CONTROL HUT

LOW POOLLEVEL

RESTORE WORK ZONE(SEE NOTE 1)

WEATHERED STONE

WETLAND

TO WATER SUPPLY

DIFFUSION MATERIAL USE EXISTING STONE PILE,FENCE ROW, OR SIMILAR, OR HAND BUILD FROM

AVAILABLE WEATHERED STONE. USE FILTERFABRIC AS NECESSARY TO SUIT FIELD CONDITIONS

TEMPORARY ABOVE GROUNDWATER SUPPLY (PIPE OR HOSE)

PERFORATED/SCREENEDDISTRIBUTION PIPE

CONNECTION FLOWCONTROLVALVE ANDMETER

TYPICAL CONTROL HUT

VALVE ANDFLOW METER

WATERMAINTAP

RECHARGEWATERMAIN

WELL PUMP

AMABELBEDROCKSUPPLY WELL

DEPTH AS NECESSARY

GENERATORVALVE ANDFLOW METER

WMS CONTROL HUT WATER SUPPLY WELL(TEMPORARY CONTINGENCY ONLY)

TAP INTO WMS WATERLINE Approved

DRAWING STATUS

ON Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:


Project N :o

Date:



SCALE VERIFICATION


TYPICAL DIFFUSE DISCHARGE DETAILS



30193-19 028 C-0930193-19(028)CI-WA009 NOV 26/2014

N.T.S.

NOTES:

1. DISTURBED AREA TO BE RESTORED AND COVERED WITH WOOD CHIPS ORRE-VEGETATED WITH NATIVE SPECIES UNDER SUPERVISION OF ECOLOGIST.

2. ALTERNATE FROST PROTECTION MAY INCLUDE SUBSURFACE INSULATION AND/ORHEAT TRACING.

TYPICAL INTERMITTENT WETLAND DIFFUSE DISCHARGE DETAIL(WETLAND WITHOUT PERENNIAL POOL)

TYPICAL PERENNIAL WETLAND DIFFUSE DISCHARGE DETAIL(WETLAND WITH PERENNIAL POOL)

NTS NTS

LOCATIONS:

U31 * U3 U4 W2-N * W2-S (MIN. OF 3 DIFFUSE DISCHARGE TO BE IMPLEMENTED) W2-S - LOWER W3 - UPPER * W3 - LOWER W4 U6 * U30 3rd LINE *

* DIFFUSED DISCHARGES ARE TO BE INCORPORATED INTO EXISTING DRAINAGE DITCHES ANDMAY BE ADAPTED FROM TYPICAL DETAIL UNDER SUPERVISION OF ENGINEER AND ECOLOGIST.

LOCATIONS:

W1 U5

TYPICAL TEMPORARY DIFFUSE DISCHARGE (CONTINGENCY)NTS

LOCATIONS:

H3 H4 H10 H15 (IF NECESSARY)OTHERS AS NECESSARY

TYPICAL WATER SUPPLY OPTIONSNTS

1 2 3


SUMP SIZE AS REQUIREDTYPICALLY LESS THAN 100m³

SUBMERSIBLE PUMP(S) (MAX 2 PUMPS) MAX 200mm

DIA. PUMP DISCHARGE PIPE OR HOSE FLOW TORECEIVING SUMPOR AREA WITHINQUARRY FLOORFOOT PRINT


DIA. PUMP DISCHARGE

PIPE OR HOSE FLOW TORECEIVING SUMPOR AREA WITHINQUARRY FLOORFOOT PRINT

BERM(OPTIONAL)


DIA. PUMP DISCHARGE PIPE OR HOSE FLOW TO RECEIVINGSUMP, WATER BODYOR AREA WITHINQUARRY FLOORFOOT PRINT

EXISTING WATER BODY(i.e. LAKE, FLOODED QUARRY CELL,

RESERVOIR, ETC.)

SUBMERSIBLE PUMP(S) OR SELFPRIMING CENTRIFUGAL PUMP(S)(MAX. 3 PUMPS) MAX. 250mm DIA.

PUMP DISCHARGE.

SUMP

AREA UP TO 3000 m²TOTAL VOLUME UP TO 15000 m³

FLOW METERINGBY RUNTIME ORINLINE METER.

FLOW TO RESERVOIR OROTHER DISCHARGE POINT

PIPE OR HOSE

FLOW FROMSATELLITE SUMPS OR

TRANSFER PUMP

WATERTRUCK FILING

STATION

Approved

DRAWING STATUS

ON Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:


Project N :o

Date:



SCALE VERIFICATION


TYPICAL DEWATERINGSUMP DETAILS



30193-19 028 C-1030193-19(028)CI-WA010 NOV 26/2014

N.T.S

NOTES:

NTSTYPICAL LOW - LYING AREA DEWATERING (SATELLITE SUMP)

1) POWER SUPPLY TO PUMPS FROM ELECTRICAL SERVICE FEEDER OR LOCAL POWERGENERATOR

2) SUBMERSIBLE PUMP(S) INCLUDE CONTROLS, ELECTRICAL EQUIPMENT,INSTRUMENTATION, PIPING, VALVES, AND APPURTENANCES ESSENTIAL FOR THEPROPER OPERATION OF THE PUMP STATION.

NTSTYPICAL SATELLITE SUMP

NTSTYPICAL TRANSFER PUMPING

TYPICAL QUARRY CELL DEWATERING SUMP

PLAN

NOTES:

1) MAY INCORPORATE INFLOW FROM SATELLITE SUMP(S)2) SUMP LOCATION MAY VARY WITH QUARRY EXTRACTION.3) PUMP(S) AND APPURTENANCES MAY BE LOCATED WITHIN A BUILDING.

NTS

ISSUED FOR NEC DEVELOPMENT PERMIT APPROVAL JRM11/26/2014

Approved

DRAWING STATUS

ON Revision

Date Initial

Date Initial

Status

Scale:

Source Reference:


Project N :o

Date:



SCALE VERIFICATION

DUFFERIN AGGREGATESACTON QUARRY

PRIMARY PUMPING STATION (PHASE 1)PLAN & ELEVATIONS


M. TOMKA R.HANKE NOVEMBER 2014

30193-19 028 A-0130193-19(028)AL-WA001 NOV 26/2014

1:25

WEST ELEVATION EAST ELEVATION

SOUTH ELEVATION

FLOOR PLAN

NORTH ELEVATION

12

12

349.50

346.00

343.00

13000

3500

2500 2000

2000

DESK

COUNTERSINK

ELECTRICALROOM

WASHROOM

ENCLOSEDSTAIRWELL

349.50

346.00

343.00

3500

EQUIPMENTACCESS HATCH

CONTROLROOM

7000

ISSUED FOR NEC DEVELOPMENT PERMIT APPROVAL JRM

NOTES:

1. PRIMARY PUMPING STATION IS LOCATED IN PHASE 1. SEE DRAWING C-02.

11/26/2014

Documents

KEY MAP DRAWING INDEXwebaps.halton.ca/Planning/Dufferin Aggregates Acton... · pbt monitoring location (monitoring well or piezometer) wm proposed watermains and flow direction proposed