4
270 280 290 300 310 320 320 320 330 330 330 340 350 360 360 360 370 380 390 400 410 420 420 420 420 420 430 440 450 460 470 480 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 200 200 210 210 210 210 210 210 220 220 230 230 240 240 250 250 260 260 260 260 270 270 270 270 280 280 290 290 230 240 250 260 260 260 260 260 270 280 280 280 290 290 290 300 300 300 310 320 330 330 330 340 340 340 340 340 350 350 350 350 350 350 350 360 360 360 370 380 390 400 410 420 430 430 430 440 440 440 450 460 300 310 430 430 440 440 440 450 450 450 460 460 460 470 480 480 50 TURBINE 20 EASTING:484412.40 NORTHING:736013.03 TURBINE 18 EASTING:484027.58 NORTHING:736439.35 TURBINE 19 EASTING:484423.16 NORTHING:736382.64 CH 0 CH 200 CH 400 CH 600 CH 624 CH 0 CH 200 CH 400 CH 600 CH 200 CH 329 CH 400 CH 600 CH 800 CH 1000 CH 1200 CH 1400 CH 1600 CH 1800 CH 2000 CH 2200 CH 2400 H 2600 C C EXISTING SLOPE TRIANGLE GREATER PROPOSED ROAD 7 PROPOSED ROAD 8 PROPOSED ROAD 9 PROPOSED ROAD 10 PROPOSED ROAD 7 TEKTUS Consultants Ltd PO Box 80212 Green Bay Auckland 0643 NZ p. 09 827 1191 m. 021 1434 874 www.tektus.nz VENTUS ENERGY (NZ) LTD 10/215 ROSEDALE ROAD, ALBANY AUCKLAND 0632 SYNERGY POSITIONING SYSTEMS LTD 3/52 ARRENWAY DRIVE, ALBANY, AUCKLAND 0632 KAIMAI WIND FARM ROTOKOHU ROAD, PAEROA PRELIMINARY CIVIL ENGINEERING DRAWINGS A RESOURCE CONSENT JT 15.06.18 1. FOR INFORMATION PURPOSES ONLY. 2. BOUNDARIES, CONTOURS AND OTHER BASE INFORMATION SHOWN IS INDICATIVE ONLY AND PRIMARILY INFORMED BY AERIAL LIDAR SURVEY BY SYNERGY POSITIONING SYSTEMS LTD IN APRIL 2016. 3. COORDINATES SHOWN ARE IN TERMS OF MT EDEN 2000 CIRCUIT AND LEVELS ARE RELATIVE TO THE AUCKLAND 1946 VERTICAL DATUM. 4. THE PROPOSED ROAD ALIGNMENT, TURBINE PLATFORMS, AND OVERALL EARTHWORKS ARE BASED ON AN INDICATIVE ROAD ALIGNMENT AND REMAIN SUBJECT TO DETAILED DESIGN. 5.VOLUME ESTIMATES BASED ON COMPARISON OF EXISTING & PROPOSED SURFACE LEVELS & DO NOT ACCOUNT FOR SUBGRADE CUT, BULKING OR COMPACTION FACTORS. OVERALL AREA & VOLUME ESTIMATES INCLUDE 20% CONTINGENCY FOR ADDITIONAL EARTHWORKS IF NECESSARY THROUGH DETAILED DESIGN. 15.06.18 JT JT T15022 A LEGEND EXISTING PARCEL BOUNDARY JACKSON PROPERTY BOUNDARY ROTOKOHU FARMS PROPERTY BOUNDARY DENIZE BROTHERS PROPERTY BOUNDARY HDC/MPDC TERRITORIAL BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXTENT OF EARTHWORK PROPOSED TURBINE LOCATION EXISTING TRANSPOWER NATIONAL GRID LINES PROPOSED ROAD CENTER LINE AND EDGE OF CARRIAGEWAY EXISTING FENCE INDICATIVE QUARRY SITE INDICATIVE CLEANFILL SITE EXISTING CULVERT PROPOSED UPGRADED CULVERT STREAM (WRC REGIONAL MAP) P P RESOURCE CONSENT C Q 250-5 1:5000 EROSION AND SEDIMENT CONTROL OVERVIEW DETAIL PLAN SHEET 5 16.10.18 ADDITIONAL PLAN FOR S92 RESPONSE LT 16.10.18 LT 25°

CH 2800 CH 3000 - Hauraki District · ch 329 ch 400 ch 600 ch 800 ch 1000 ch 1200 ch 1400 ch 1600 ch 1800 ch 2000 ... stream (wrc regional map) p p. resource consent. c q. 250-6 1:5000

  • Upload
    others

  • View
    3

  • Download
    0

Embed Size (px)

Citation preview

Page 1: CH 2800 CH 3000 - Hauraki District · ch 329 ch 400 ch 600 ch 800 ch 1000 ch 1200 ch 1400 ch 1600 ch 1800 ch 2000 ... stream (wrc regional map) p p. resource consent. c q. 250-6 1:5000

270

280

290

300

310

320

320320

330

330

330

340350

360360

360

370

380

390

400

410

420

420

420

420

420

430

440

450

460

470

480

260 270

280

290

300 310

320 330 340

350

360

370

38039

0

400

410

420430

440450

460

200

200

210

210

210

210

210

210220

220

230

230

240

240

250

250

260

260260

260

270

270270

270

280

280

290

290

230

240

250 260

260

260

260260

270

280 280280

29029029030030

0

300

310

320

330330330340

340

340

340340

350

350

350350350350

350

360360

360

370

380

390

400410

420430

430430

440

440

440

450460

300 310

430 430

440

440 440450450

450

460460

460470480480

250

TURBINE 20EASTING:484412.40NORTHING:736013.03

TURBINE 18EASTING:484027.58

NORTHING:736439.35

TURBINE 19EASTING:484423.16NORTHING:736382.64

CH 0

CH 200

CH 40

0

CH 60

0CH

624

CH 0

CH 200

CH 400

CH 600

CH

200

CH 329

CH 400

CH 600

CH 800

CH 1000

CH 1200

CH 1400

CH 1600

CH 1800

CH 2000

CH 2200 C

H 2400

CH 2600

C

C

EXISTING SLOPE TRIANGLE GREATER THAN 25°

PROPOSED ROAD 7

PROPOSED ROAD 8

PROPOSED ROAD 9

PROPOSED ROAD 10

PROPOSED ROAD 7

TEKTUS Consultants LtdPO Box 80212 Green Bay

Auckland 0643 NZp. 09 827 1191

m. 021 1434 874www.tektus.nz

VENTUS ENERGY (NZ) LTD10/215 ROSEDALE ROAD, ALBANYAUCKLAND 0632

SYNERGY POSITIONING SYSTEMS LTD3/52 ARRENWAY DRIVE, ALBANY,AUCKLAND 0632

KAIMAI WIND FARMROTOKOHU ROAD, PAEROA

PRELIMINARY CIVIL ENGINEERINGDRAWINGS

A RESOURCE CONSENT JT 15.06.18

1. FOR INFORMATION PURPOSES ONLY.2. BOUNDARIES, CONTOURS AND OTHER BASE INFORMATIONSHOWN IS INDICATIVE ONLY AND PRIMARILY INFORMED BYAERIAL LIDAR SURVEY BY SYNERGY POSITIONING SYSTEMS LTDIN APRIL 2016.3. COORDINATES SHOWN ARE IN TERMS OF MT EDEN 2000CIRCUIT AND LEVELS ARE RELATIVE TO THE AUCKLAND 1946VERTICAL DATUM.4. THE PROPOSED ROAD ALIGNMENT, TURBINE PLATFORMS,AND OVERALL EARTHWORKS ARE BASED ON AN INDICATIVEROAD ALIGNMENT AND REMAIN SUBJECT TO DETAILED DESIGN.5.VOLUME ESTIMATES BASED ON COMPARISON OF EXISTING &PROPOSED SURFACE LEVELS & DO NOT ACCOUNT FORSUBGRADE CUT, BULKING OR COMPACTION FACTORS.OVERALL AREA & VOLUME ESTIMATES INCLUDE 20%CONTINGENCY FOR ADDITIONAL EARTHWORKS IF NECESSARYTHROUGH DETAILED DESIGN.

15.06.18 JT JT

T15022 A

LEGENDEXISTING PARCEL BOUNDARY

JACKSON PROPERTY BOUNDARY

ROTOKOHU FARMS PROPERTY BOUNDARY

DENIZE BROTHERS PROPERTY BOUNDARY

HDC/MPDC TERRITORIAL BOUNDARY

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXTENT OF EARTHWORK

PROPOSED TURBINE LOCATION

EXISTING TRANSPOWER NATIONALGRID LINES

PROPOSED ROAD CENTER LINE ANDEDGE OF CARRIAGEWAY

EXISTING FENCE

INDICATIVE QUARRY SITE

INDICATIVE CLEANFILL SITE

EXISTING CULVERT

PROPOSED UPGRADED CULVERT

STREAM (WRC REGIONAL MAP)

PP

RESOURCE CONSENT

C

Q

250-5

1:5000

EROSION AND SEDIMENT CONTROLOVERVIEW DETAIL PLAN SHEET 5

16.10.18

ADDITIONAL PLAN FOR S92 RESPONSE LT 16.10.18

LT

25°

AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
REV:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
Notes:
AutoCAD SHX Text
REVISION:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
DRAWING NO:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
SCALE AT A3:
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
SITE:
AutoCAD SHX Text
STATUS:
AutoCAD SHX Text
SURVEYOR:
AutoCAD SHX Text
SUBTITLE:
Page 2: CH 2800 CH 3000 - Hauraki District · ch 329 ch 400 ch 600 ch 800 ch 1000 ch 1200 ch 1400 ch 1600 ch 1800 ch 2000 ... stream (wrc regional map) p p. resource consent. c q. 250-6 1:5000

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

42042

0420

420

430

440

450

460

470

480

330 340

350

360

370

38039

0

400

410

420430

440450

460

320

330

330

330

340

350

360

370

380

390

400

410

420

430

440

440

440

450

460

470 48

0

420420

430

430

430

430

430

430

440

440

440

440

450

450

46047048

0

490

490500

500

420

430

430

43044

0

440

440

450

450

450

450

45046

0

460

470

470470

470

480

480

480480

440

450

460

470

TURBINE 20EASTING:484412.40NORTHING:736013.03

TURBINE 24EASTING:485345.86

NORTHING:735060.70

TURBINE 22EASTING:485205.70

NORTHING:735845.84

TURBINE 23EASTING:485388.88

NORTHING:735566.94

TURBINE 21EASTING:484943.93NORTHING:736153.72

CH 0

CH 44

CH 0

CH

200

CH 329

CH 2600

CH 2800

CH 3000

CH 3200

CH 3400

CH 3600

CH 3800

CH 4000

CH 4200

CH 4400

CH

4600

CH

4636

ASSEMBLY AREA 3 (100x30)EASTING:485093.05NORTHING:736109.06

CH 0CH 20

CH 40CH 60

CH 80CH 100

CH 120CH 140

CC

C

C

C

C

EXISTING SLOPE TRIANGLE GREATER THAN 25°PROPOSED ROAD 7

PROPOSED ROAD 7

PROPOSED ROAD 7

PROPOSED ROAD 10

INDICATIVE SUBSTATIONPLATFORM

EXISTING TRANSPOWERNATIONAL GRID LINES

TEKTUS Consultants LtdPO Box 80212 Green Bay

Auckland 0643 NZp. 09 827 1191

m. 021 1434 874www.tektus.nz

VENTUS ENERGY (NZ) LTD10/215 ROSEDALE ROAD, ALBANYAUCKLAND 0632

SYNERGY POSITIONING SYSTEMS LTD3/52 ARRENWAY DRIVE, ALBANY,AUCKLAND 0632

KAIMAI WIND FARMROTOKOHU ROAD, PAEROA

PRELIMINARY CIVIL ENGINEERINGDRAWINGS

A RESOURCE CONSENT JT 15.06.18

1. FOR INFORMATION PURPOSES ONLY.2. BOUNDARIES, CONTOURS AND OTHER BASE INFORMATIONSHOWN IS INDICATIVE ONLY AND PRIMARILY INFORMED BYAERIAL LIDAR SURVEY BY SYNERGY POSITIONING SYSTEMS LTDIN APRIL 2016.3. COORDINATES SHOWN ARE IN TERMS OF MT EDEN 2000CIRCUIT AND LEVELS ARE RELATIVE TO THE AUCKLAND 1946VERTICAL DATUM.4. THE PROPOSED ROAD ALIGNMENT, TURBINE PLATFORMS,AND OVERALL EARTHWORKS ARE BASED ON AN INDICATIVEROAD ALIGNMENT AND REMAIN SUBJECT TO DETAILED DESIGN.5.VOLUME ESTIMATES BASED ON COMPARISON OF EXISTING &PROPOSED SURFACE LEVELS & DO NOT ACCOUNT FORSUBGRADE CUT, BULKING OR COMPACTION FACTORS.OVERALL AREA & VOLUME ESTIMATES INCLUDE 20%CONTINGENCY FOR ADDITIONAL EARTHWORKS IF NECESSARYTHROUGH DETAILED DESIGN.

15.06.18 JT JT

T15022 A

LEGENDEXISTING PARCEL BOUNDARY

JACKSON PROPERTY BOUNDARY

ROTOKOHU FARMS PROPERTY BOUNDARY

DENIZE BROTHERS PROPERTY BOUNDARY

HDC/MPDC TERRITORIAL BOUNDARY

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXTENT OF EARTHWORK

PROPOSED TURBINE LOCATION

EXISTING TRANSPOWER NATIONALGRID LINES

PROPOSED ROAD CENTER LINE ANDEDGE OF CARRIAGEWAY

EXISTING FENCE

INDICATIVE QUARRY SITE

INDICATIVE CLEANFILL SITE

EXISTING CULVERT

PROPOSED UPGRADED CULVERT

STREAM (WRC REGIONAL MAP)

PP

RESOURCE CONSENT

C

Q

250-6

1:5000

PROPOSED ROAD 12

TRANSMISSION TOWERS TOBE LOCATED IN THIS AREA -FINAL LOCATION SUBJECT TODETAILED DESIGN

INDICATIVE TURNING AREA

INDICATIVE LOCATION FORPROPOSED 110kV LATTICETRANSMISSION TOWER

EROSION AND SEDIMENT CONTROLOVERVIEW DETAIL PLAN SHEET 6

16.10.18

ADDITIONAL PLAN FOR S92 RESPONSE LT 16.10.18

LT

25°

AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
REV:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
Notes:
AutoCAD SHX Text
REVISION:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
DRAWING NO:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
SCALE AT A3:
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
SITE:
AutoCAD SHX Text
STATUS:
AutoCAD SHX Text
SURVEYOR:
AutoCAD SHX Text
SUBTITLE:
Page 3: CH 2800 CH 3000 - Hauraki District · ch 329 ch 400 ch 600 ch 800 ch 1000 ch 1200 ch 1400 ch 1600 ch 1800 ch 2000 ... stream (wrc regional map) p p. resource consent. c q. 250-6 1:5000

160

220220

270

280

260

250

260

270

280

290160

170

180

190

200

210

220

230

240

250

260

270

280

190

200

210

220

230

240

250

260

280

290

300

310

200

200

200200

210

210

210210

210 210

220

220

220220

230

230

230

230

240

240

240

240

250

250

260

260

270

270270

270

280

280

290

290

300

300

310310

TURBINE 16EASTING:482608.80NORTHING:735269.84

ASSEMBLY AREA 2 (100x30)EASTING:483115.48NORTHING:735382.29

TURBINE 17EASTING:483065.27NORTHING:735308.18

CH 400

CH 600

CH 800

CH 1000

CH 1200

CH 1400

CH 1600

CH 1800

CH 0

CH 200CH 251

EXISTING SLOPE TRIANGLE GREATER THAN 25°

PROPOSED ROAD 8

PROPOSED ROAD 8

PROPOSED ROAD 11

TEKTUS Consultants LtdPO Box 80212 Green Bay

Auckland 0643 NZp. 09 827 1191

m. 021 1434 874www.tektus.nz

VENTUS ENERGY (NZ) LTD10/215 ROSEDALE ROAD, ALBANYAUCKLAND 0632

SYNERGY POSITIONING SYSTEMS LTD3/52 ARRENWAY DRIVE, ALBANY,AUCKLAND 0632

KAIMAI WIND FARMROTOKOHU ROAD, PAEROA

PRELIMINARY CIVIL ENGINEERINGDRAWINGS

A RESOURCE CONSENT JT 15.06.18

1. FOR INFORMATION PURPOSES ONLY.2. BOUNDARIES, CONTOURS AND OTHER BASE INFORMATIONSHOWN IS INDICATIVE ONLY AND PRIMARILY INFORMED BYAERIAL LIDAR SURVEY BY SYNERGY POSITIONING SYSTEMS LTDIN APRIL 2016.3. COORDINATES SHOWN ARE IN TERMS OF MT EDEN 2000CIRCUIT AND LEVELS ARE RELATIVE TO THE AUCKLAND 1946VERTICAL DATUM.4. THE PROPOSED ROAD ALIGNMENT, TURBINE PLATFORMS,AND OVERALL EARTHWORKS ARE BASED ON AN INDICATIVEROAD ALIGNMENT AND REMAIN SUBJECT TO DETAILED DESIGN.5.VOLUME ESTIMATES BASED ON COMPARISON OF EXISTING &PROPOSED SURFACE LEVELS & DO NOT ACCOUNT FORSUBGRADE CUT, BULKING OR COMPACTION FACTORS.OVERALL AREA & VOLUME ESTIMATES INCLUDE 20%CONTINGENCY FOR ADDITIONAL EARTHWORKS IF NECESSARYTHROUGH DETAILED DESIGN.

15.06.18 JT JT

T15022 A

LEGENDEXISTING PARCEL BOUNDARY

JACKSON PROPERTY BOUNDARY

ROTOKOHU FARMS PROPERTY BOUNDARY

DENIZE BROTHERS PROPERTY BOUNDARY

HDC/MPDC TERRITORIAL BOUNDARY

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXTENT OF EARTHWORK

PROPOSED TURBINE LOCATION

EXISTING TRANSPOWER NATIONALGRID LINES

PROPOSED ROAD CENTER LINE ANDEDGE OF CARRIAGEWAY

EXISTING FENCE

INDICATIVE QUARRY SITE

INDICATIVE CLEANFILL SITE

EXISTING CULVERT

PROPOSED UPGRADED CULVERT

STREAM (WRC REGIONAL MAP)

PP

RESOURCE CONSENT

C

Q

250-7

1:5000

PROPOSED ROAD 11

EROSION AND SEDIMENT CONTROLOVERVIEW DETAIL PLAN SHEET 7

16.10.18

ADDITIONAL PLAN FOR S92 RESPONSE LT 16.10.18

LT

25°

WAITOKI STREAM

AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
REV:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
Notes:
AutoCAD SHX Text
REVISION:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
DRAWING NO:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
SCALE AT A3:
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
SITE:
AutoCAD SHX Text
STATUS:
AutoCAD SHX Text
SURVEYOR:
AutoCAD SHX Text
SUBTITLE:
Page 4: CH 2800 CH 3000 - Hauraki District · ch 329 ch 400 ch 600 ch 800 ch 1000 ch 1200 ch 1400 ch 1600 ch 1800 ch 2000 ... stream (wrc regional map) p p. resource consent. c q. 250-6 1:5000

320

320

320

330

330

330

340

350

360

360

360

370

380

390

400

410

340

340

340340

350

350

350350350350

350

360

360

360

370

380

390

400410

420430

430 430

440

440

440

450

TURBINE 18EASTING:484027.58

NORTHING:736439.35

CH 1200

CH 1400

CH 1600

CH 1800

CH 2000

FS

FS

FS

FS

FS

FS

FS

SSF

460458462464466

LEGEND - SUPPLEMENTARYINDICATIVE CLEAN WATER/STREAM FLOWSINDICATIVE DIRTY WATER FLOWSPROPOSED SUPER SILT FENCEPROPOSED FILTER SOCKSPROPOSED DIRTY WATER DIVERSIONPROPOSED DECANTING EARTH BUNDPROPOSED SEDIMENT PITPROPOSED SEDIMENT DETENTION PONDPROPOSED GRASS BUFFER ZONEPROPOSED TURKEY NESTPROPOSED NON ERODIBLE BARRIER DAMINDICATIVE PUMPED FLOWINDICATIVE FLOW FROM PUMPINGEXISTING SLOPE TRIANGLE GREATER THAN 25°

SSF

FS

DWD

<

DEB

T

PROPOSED ROAD 7

TEKTUS Consultants LtdPO Box 80212 Green Bay

Auckland 0643 NZp. 09 827 1191

m. 021 1434 874www.tektus.nz

VENTUS ENERGY (NZ) LTD10/215 ROSEDALE ROAD, ALBANYAUCKLAND 0632

SYNERGY POSITIONING SYSTEMS LTD3/52 ARRENWAY DRIVE, ALBANY,AUCKLAND 0632

KAIMAI WIND FARMROTOKOHU ROAD, PAEROA

PRELIMINARY CIVIL ENGINEERINGDRAWINGS

A RESOURCE CONSENT JT 15.06.18

1. FOR INFORMATION PURPOSES ONLY.2. BOUNDARIES, CONTOURS AND OTHER BASE INFORMATIONSHOWN IS INDICATIVE ONLY AND PRIMARILY INFORMED BYAERIAL LIDAR SURVEY BY SYNERGY POSITIONING SYSTEMS LTDIN APRIL 2016.3. COORDINATES SHOWN ARE IN TERMS OF MT EDEN 2000CIRCUIT AND LEVELS ARE RELATIVE TO THE AUCKLAND 1946VERTICAL DATUM.4. THE PROPOSED ROAD ALIGNMENT, TURBINE PLATFORMS,AND OVERALL EARTHWORKS ARE BASED ON AN INDICATIVEROAD ALIGNMENT AND REMAIN SUBJECT TO DETAILED DESIGN.5.VOLUME ESTIMATES BASED ON COMPARISON OF EXISTING &PROPOSED SURFACE LEVELS & DO NOT ACCOUNT FORSUBGRADE CUT, BULKING OR COMPACTION FACTORS.OVERALL AREA & VOLUME ESTIMATES INCLUDE 20%CONTINGENCY FOR ADDITIONAL EARTHWORKS IF NECESSARYTHROUGH DETAILED DESIGN.

15.06.18 JT JT

T15022 A

LEGENDEXISTING PARCEL BOUNDARY

JACKSON PROPERTY BOUNDARY

ROTOKOHU FARMS PROPERTY BOUNDARY

DENIZE BROTHERS PROPERTY BOUNDARY

HDC/MPDC TERRITORIAL BOUNDARY

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXTENT OF EARTHWORK

PROPOSED TURBINE LOCATION

EXISTING TRANSPOWER NATIONALGRID LINES

PROPOSED ROAD CENTER LINE ANDEDGE OF CARRIAGEWAY

EXISTING FENCE

INDICATIVE QUARRY SITE

INDICATIVE CLEANFILL SITE

EXISTING CULVERT

PROPOSED UPGRADED CULVERT

STREAM (WRC REGIONAL MAP)

PP

RESOURCE CONSENT

C

Q

251-1

1:2000

EROSION AND SEDIMENT CONTROLDETAIL SHEET 1 - ACCESS TRACKESTABLISHMENT - INDICATIVE ONLY

05.10.18

ADDITIONAL PLAN FOR S92 RESPONSE LT 05.10.18

LT

ANY CULVERTS IN HEADWATERSTREAMS REQUIRE DAM ANDPUMPING OF FLOWS.FILTER SOCKS DIVERT RUNOFF FROMTRACK AWAY FROM STREAM SYSTEMS

POTENTIAL TEMPORARYSTOCKPILE LOCATION

NOTES

1. STRIP TOPSOIL AND PLACE IN LOCATIONS WITH “INDEPENDENT” EROSION AND SEDIMENTCONTROL CAN BE ESTABLISHED

2. CUT AND COVER TO BE IMPLEMENTED WHERE AS CUT AND FILL OCCURS ALONG TRACKSURFACE IT IS STABILISED PROGRESSIVELY

3. CUT AND FILL BATTERS TO BE STABILISED WITH NATURAL ROCK MATERIAL OR MULCH ANDVEGETATED

4. BELOW FILL BATTERS FILTER SOCKS TO BE STRATEGICALLY PLACED AS NECESSARY

5. EARTHWORKS TO ADVANCE NO MORE THAN 24 HOURS IN FRONT OF THE STABILISED ROADSURFACE

6. SEDIMENT PITS TO BE ESTABLISHED TO COLLECT ROAD SURFACE RUNOFF AND DISCHARGEINTO GRASS ENVIRONMENT WHERE CONTOURS ALLOW

7. ALL CULVERTS TO BE INSTALLED IN DRY PERIOD AND ANY FLOWS TEMPORARILY DAMMEDAND PUMPED TO BELOW ACCESS TRACK WORKS

8. STOCK EXCLUSION TO OCCUR DURING EARTHWORKS ACTIVITY

9. ALL PRINCIPLES AS PER ESCP SECTION 5.0 TO APPLY

10.DETAILED SSESCP TO BE ESTABLISHED PRIOR TO ANY EARTHWORKS OCCURRING

11.WRC EROSION AND SEDIMENT CONTROL GUIDELINES TO APPLY

12.MONITORING TO OCCUR AS PER ESCP SECTION 11 WITH AN ADAPTIVE CONTINUOUSIMPROVEMENT APPROACH

AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
REV:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
Notes:
AutoCAD SHX Text
REVISION:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
DRAWING NO:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
SCALE AT A3:
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
SITE:
AutoCAD SHX Text
STATUS:
AutoCAD SHX Text
SURVEYOR:
AutoCAD SHX Text
SUBTITLE: