geology, soils and groundwater part 4...suitability: document path:...

21
A9 Crubenmore to Kincraig Volume 3 – Environmental Drawings Geology, Soils and Groundwater Part 4 Drawing No. Drawing Type Drawing Title Projectwise Drawing Reference Software 10.5.1 BASELINE PLAN SITE SLOPE A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0010 GIS 10.5.2 BASELINE PLAN CATCHMENT SLOPE A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0011 GIS 10.5.3 BASELINE PLAN SITE ELEVATION A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0012 GIS 10.5.4 BASELINE PLAN CATCHMENT ELEVATION A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0013 GIS 10.5.5 BASELINE PLAN GEOMORPHOLOGY, NATURAL DRAINAGE AND ASSOCIATED HAZARD SCORES (PEAT SLIDES) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0014 GIS 10.5.6 BASELINE PLAN GEOMORPHOLOGY, NATURAL DRAINAGE AND ASSOCIATED HAZARD SCORES (BOG BURSTS) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0015 GIS 10.5.7 BASELINE PLAN CONCAVITY AND CONVEXITY HAZARD SCORES A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0016 GIS 10.5.8 BASELINE PLAN LAND USE, ARTIFICIAL DRAINAGE AND ASSOCIATED HAZARD SCORES A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0017 GIS 10.5.9 BASELINE PLAN SUBSTRATE AND ASSOCIATED HAZARD SCORES A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0018 GIS 10.5.10 BASELINE PLAN CATCHMENT SCALE FEATURES AND HAZARD RANKING A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0019 GIS 10.5.11 BASELINE PLAN COMBINED HAZARD SCORES (PEAT SLIDES) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0020 GIS 10.5.12 BASELINE PLAN COMBINED HAZARD SCORES (BOG BURSTS) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0021 GIS 10.5.13 BASELINE PLAN CONSEQUENCE SCORES (PEAT SLIDES) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0022 GIS 10.5.14 BASELINE PLAN CONSEQUENCE SCORES (BOG BURSTS) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0023 GIS 10.5.15 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 40000 to 42400 A9P09-CFJ-EGT-M_ML400_ZZ-DR-EN-0016 GIS 10.5.16 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 42400 to 45600 A9P09-CFJ-EGT-M_ML424_ZZ-DR-EN-0002 GIS 10.5.17 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 45600 to 48600 A9P09-CFJ-EGT-M_ML456_ZZ-DR-EN-0020 GIS 10.5.18 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 48600 to 51800 A9P09-CFJ-EGT-M_ML486_ZZ-DR-EN-0022 GIS 10.5.19 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 51800 to 55000 A9P09-CFJ-EGT-M_ML518_ZZ-DR-EN-0024 GIS 10.5.20 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 55000 to 55645 A9P09-CFJ-EGT-M_ML550_ZZ-DR-EN-0002 GIS

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Page 1: Geology, Soils and Groundwater Part 4...SUITABILITY: Document Path: \\glafpp01\Geospatial\Projects\A9_Dualling\4_GIS\DMRB3\4.2_MXDs\P09\Chapter_10_Geology\Appendix\10.5\DRAWING_10_5_7.mxd

A9 Crubenmore to Kincraig Volume 3 – Environmental Drawings

Geology, Soils and Groundwater Part 4

Drawing No. Drawing Type Drawing Title Projectwise Drawing Reference Software

10.5.1 BASELINE PLAN SITE SLOPE A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0010 GIS

10.5.2 BASELINE PLAN CATCHMENT SLOPE A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0011 GIS

10.5.3 BASELINE PLAN SITE ELEVATION A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0012 GIS

10.5.4 BASELINE PLAN CATCHMENT ELEVATION A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0013 GIS

10.5.5 BASELINE PLAN GEOMORPHOLOGY, NATURAL DRAINAGE AND ASSOCIATED HAZARD SCORES (PEAT SLIDES) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0014 GIS

10.5.6 BASELINE PLAN GEOMORPHOLOGY, NATURAL DRAINAGE AND ASSOCIATED HAZARD SCORES (BOG BURSTS) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0015 GIS

10.5.7 BASELINE PLAN CONCAVITY AND CONVEXITY HAZARD SCORES A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0016 GIS

10.5.8 BASELINE PLAN LAND USE, ARTIFICIAL DRAINAGE AND ASSOCIATED HAZARD SCORES A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0017 GIS

10.5.9 BASELINE PLAN SUBSTRATE AND ASSOCIATED HAZARD SCORES A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0018 GIS

10.5.10 BASELINE PLAN CATCHMENT SCALE FEATURES AND HAZARD RANKING A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0019 GIS

10.5.11 BASELINE PLAN COMBINED HAZARD SCORES (PEAT SLIDES) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0020 GIS

10.5.12 BASELINE PLAN COMBINED HAZARD SCORES (BOG BURSTS) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0021 GIS

10.5.13 BASELINE PLAN CONSEQUENCE SCORES (PEAT SLIDES) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0022 GIS

10.5.14 BASELINE PLAN CONSEQUENCE SCORES (BOG BURSTS) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0023 GIS

10.5.15 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 40000 to 42400 A9P09-CFJ-EGT-M_ML400_ZZ-DR-EN-0016 GIS

10.5.16 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 42400 to 45600 A9P09-CFJ-EGT-M_ML424_ZZ-DR-EN-0002 GIS

10.5.17 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 45600 to 48600 A9P09-CFJ-EGT-M_ML456_ZZ-DR-EN-0020 GIS

10.5.18 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 48600 to 51800 A9P09-CFJ-EGT-M_ML486_ZZ-DR-EN-0022 GIS

10.5.19 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 51800 to 55000 A9P09-CFJ-EGT-M_ML518_ZZ-DR-EN-0024 GIS

10.5.20 ASSESSMENT PLAN PEAT LANDSLIDE RISK chainage 55000 to 55645 A9P09-CFJ-EGT-M_ML550_ZZ-DR-EN-0002 GIS

Page 2: Geology, Soils and Groundwater Part 4...SUITABILITY: Document Path: \\glafpp01\Geospatial\Projects\A9_Dualling\4_GIS\DMRB3\4.2_MXDs\P09\Chapter_10_Geology\Appendix\10.5\DRAWING_10_5_7.mxd

Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and database right. All rights reserved. Transport Scotland Licence number 100046668, 2018

to Perth to Inverness

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SUITABILITY:A3

SHEET:1 OF 1

CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525

REVISION:C01

DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0010

DATE: 25/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

CHK:CK

APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.1

SITE SLOPE

DESCRIPTIONSUIT APPREV DATE BY

to Invernessto Perth

end o

f Proj

ect 9

(ch.

56+6

45)

¯

0 1,000 2,000500Metres

SCALE 1:30000

LegendProposed Scheme ExtentsExisting DualledExisting Single

Slope (Degrees):0 - 22.1 - 55.1 - 1010.1 - 1515.1 - 2020.1 - 2525.1 - 3030.1 - 3535.1 - 4040.1 - 90

Notes: At the time of undertaking this assessment, no digital terrain model (DTM) for the northern tie-in, where dualling of Project 10 - Kincraig to Dalraddy is now complete, was available.

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03

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Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and database right. All rights reserved. Transport Scotland Licence number 100046668, 2018

end of Project 9 (ch. 56+645)

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CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525

DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0011

DATE: 17/07/2018

PROJ: 495298

DESIGN:AB

DRAWN:HA

CHK:CK

APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.2

CATCHMENT SLOPE

DESCRIPTIONSUIT APPREV DATE BY

LegendProposed SchemeExtentsExisting DualledExisting SingleCatchmentboundary

0 1,250 2,500625Metres

SCALE 1:50000

SHEET: 1 of 1

SUITABILITY: A3

REVISION: C01

Slope (Degrees):0 - 22.1 - 55.1 - 1010.1 - 1515.1 - 2020.1 - 2525.1 - 3030.1 - 3535.1 - 4040.1 - 90

to Inverness

to Perth

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02

P03 S3 HAFINAL REVISIONSJUNE 18 JF

Page 4: Geology, Soils and Groundwater Part 4...SUITABILITY: Document Path: \\glafpp01\Geospatial\Projects\A9_Dualling\4_GIS\DMRB3\4.2_MXDs\P09\Chapter_10_Geology\Appendix\10.5\DRAWING_10_5_7.mxd

Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and database right. All rights reserved. Transport Scotland Licence number 100046668, 2018

to Perth to Inverness

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SUITABILITY:A3

SHEET:1 OF 1

CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525

REVISION:C01

DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0012

DATE: 25/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

CHK:CK

APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.3SITE ELEVATION

DESCRIPTIONSUIT APPREV DATE BY

to Invernessto Perth

end o

f Proj

ect 9

(ch.

56+6

45)

¯

0 1,000 2,000500Metres

SCALE 1:30000

LegendProposed Scheme ExtentsExisting DualledExisting Single

Elevation (mAOD)200-225225 - 250250 - 275275 - 300300 - 325325 - 350350 - 375

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03

Notes: At the time of undertaking this assessment, no digital terrain model (DTM) for the northern tie-in, where dualling of Project 10 - Kincraig to Dalraddy is now complete, was available.

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Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and database right. All rights reserved. Transport Scotland Licence number 100046668, 2018

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CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525

DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0013

DATE: 17/07/2018

PROJ: 495298

DESIGN:AB

DRAWN:HA

CHK:CK

APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.4

CATCHMENT ELEVATION

DESCRIPTIONSUIT APPREV DATE BY

LegendProposed SchemeExtentsExisting DualledExisting SingleCatchmentboundary

0 1,250 2,500625Metres

SCALE 1:50000

SHEET: 1 of 1

SUITABILITY: A3

REVISION: C01

to Inverness

to Perth

Elevation(mAOD):

>11001000 - 1100900 - 1000800 - 900700 - 800600 - 700500 - 600400 - 500300 - 400200 - 300<200

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02

P03 S3 HAFINAL REVISIONSJUNE 18 JF

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Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and database right. All rights reserved. Transport Scotland Licence number 100046668, 2018

to Perth to Inverness

start of Project 9 (ch. 40+000)

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SUITABILITY:A3

SHEET:1 OF 1

CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525

REVISION:C01

DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0014

DATE: 17/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

CHK:CK

APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.5

GEOMORPHOLOGY, NATURAL DRAINAGE AND ASSOCIATED HAZARD SCORES (PEAT SLIDES)

DESCRIPTIONSUIT APPREV DATE BY

to Invernessto Perth

end o

f Proj

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0 1,000 2,000500Metres

SCALE 1:30000

LegendProposed Scheme ExtentsExisting DualledExisting Single

CFJV-Derived Peat SlideHazard Score:

012345

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03

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Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and database right. All rights reserved. Transport Scotland Licence number 100046668, 2018

to Perth to Inverness

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SUITABILITY:A3

SHEET:1 OF 1

CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525

REVISION:C01

DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0015

DATE: 17/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

CHK:CK

APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.6

GEOMORPHOLOGY, NATURAL DRAINAGE AND ASSOCIATED HAZARD SCORES (BOG BURSTS)

DESCRIPTIONSUIT APPREV DATE BY

to Invernessto Perth

end o

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45)

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0 1,000 2,000500Metres

SCALE 1:30000

LegendProposed Scheme ExtentsExisting DualledExisting Single

CFJV-Derived Bog BurstHazard Score:

012345

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03

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Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and database right. All rights reserved. Transport Scotland Licence number 100046668, 2018

to Perth to Inverness

start of Project 9 (ch. 40+000)

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SUITABILITY:A3

SHEET:1 OF 1

CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525

REVISION:C01

DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0016

DATE: 25/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

CHK:CK

APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.7

CONCAVITY AND CONVEXITY HAZARD SCORES

DESCRIPTIONSUIT APPREV DATE BY

to Invernessto Perth

end o

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45)

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0 1,000 2,000500Metres

SCALE 1:30000

LegendProposed Scheme ExtentsExisting DualledExisting Single

CFJV-Derived CurvatureHazard Score:

12345

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

At the time of undertaking this assessment, no digital terrain model (DTM) for the northern tie-in, where dualling of Project 10 - Kincraig to Dalraddy is now complete, was available. Therefore, no assessment of the peat landslide risk in this area has been undertaken, and this should be given additional consideration in later stages of design as necessary.

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03

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Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and database right. All rights reserved. Transport Scotland Licence number 100046668, 2018

to Perth to Inverness

start of Project 9 (ch. 40+000)

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SUITABILITY:A3

SHEET:1 OF 1

CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525

REVISION:C01

DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0017

DATE: 30/08/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

CHK:CK

APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.8

LAND USE, ARTIFICIAL DRAINAGE AND ASSOCIATED HAZARD SCORES

DESCRIPTIONSUIT APPREV DATE BY

to Invernessto Perth

end o

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0 1,000 2,000500Metres

SCALE 1:30000

LegendProposed Scheme ExtentsExisting DualledExisting Single

CFJV-Derived Drainage HazardScore:

023

CFJV-Derived Land Use HazardScore:

02

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03

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Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and database right. All rights reserved. Transport Scotland Licence number 100046668, 2018

to Perth to Inverness

start of Project 9 (ch. 40+000)

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SUITABILITY:A3

SHEET:1 OF 1

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REVISION:C01

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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.9

SUBSTRATE AND ASSOCIATED HAZARD SCORES

DESCRIPTIONSUIT APPREV DATE BY

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SCALE 1:30000

LegendProposed Scheme ExtentsExisting DualledExisting Single

CFJV-Derived SubstrateHazard Score:

012

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.10

CATCHMENT SCALE FEATURES AND HAZARD RANKING

DESCRIPTIONSUIT APPREV DATE BY

LegendProposed SchemeExtentsExisting DualledExisting SingleCatchmentboundary

CFJV-DerivedCatchment HazardScore:

0123

0 1,300 2,600650Metres

SCALE 1:40000

SHEET: 1 of 1

SUITABILITY: A3

REVISION: C01

to Inverness

to Perth

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

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P03 S3 HAFINAL REVISIONSJUNE 18 JF

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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.11

COMBINED HAZARD SCORES (PEAT SLIDES)

DESCRIPTIONSUIT APPREV DATE BY

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SCALE 1:30000

LegendProposed Scheme ExtentsExisting DualledExisting Single

CFJV-Derived Peat SlideHazard Rating:

NegligibleUnlikelyPossibleProbableAlmost Certain

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

At the time of undertaking this assessment, no digital terrain model (DTM) for the northern tie-in, where dualling of Project 10 - Kincraig to Dalraddy is now complete, was available. Therefore, no assessment of the peat landslide risk in this area has been undertaken, and this should be given additional consideration in later stages of design as necessary.

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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.12

COMBINED HAZARD SCORES (BOG BURSTS)

DESCRIPTIONSUIT APPREV DATE BY

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SCALE 1:30000

LegendProposed Scheme ExtentsExisting DualledExisting Single

CFJV-Derived Bog BurstHazard Rating:

NegligibleUnlikelyPossibleProbableAlmost Certain

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

At the time of undertaking this assessment, no digital terrain model (DTM) for the northern tie-in, where dualling of Project 10 - Kincraig to Dalraddy is now complete, was available. Therefore, no assessment of the peat landslide risk in this area has been undertaken, and this should be given additional consideration in later stages of design as necessary.

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03

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REVISION:C01

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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.13

CONSEQUENCE SCORES (PEAT SLIDES)

DESCRIPTIONSUIT APPREV DATE BY

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SCALE 1:30000

LegendProposed Scheme ExtentsExisting DualledExisting Single

CFJV-Derived Peat SlideConsequence Score:

Very LowLowModerateHighVery High

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5.14

CONSEQUENCE SCORES (BOG BURSTS)

DESCRIPTIONSUIT APPREV DATE BY

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0 1,000 2,000500Metres

SCALE 1:30000

LegendProposed Scheme ExtentsExisting DualledExisting Single

CFJV-Derived Bog BurstConsquence Score:

Very LowLowModerateHighVery High

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03

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to Perth

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40600

4220

0

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4180041200

4200041600 4240

0

40800

40200

41000

40000

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DESCRIPTIONSUIT APPREV DATE BY

0 250 500125Metres

SCALE 1:10000

LegendAssessment Boundary -Permanent WorksAssessment Boundary -Temporary Works

CFJV-Derived PeatLandslide Risk Rating:

Practically none

Negligible

Slight

Moderate

Substantial

Serious

SUITABILITY:A3

SHEET:1 OF 6

REVISION:C01

DWG: A9P09-CFJ-EGT-M_ML400_ZZ-DR-EN-0016

DATE: 13/07/2018PROJ: 495298

DESIGN:AB

DRAWN:HA

CHK:CK

APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN

DRAWING 10.5.15PEAT LANDSLIDE RISKchainage 40000 to 42400

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

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to Inverness

to Perth

4440

04400

0

4320

04260

0

4300

0

4500

0

4380

0

4560

04480

0

4340

0

4460

0

4420

0

4520

0

4540

0

42400

4360

04280

0

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DESCRIPTIONSUIT APPREV DATE BY

0 250 500125Metres

SCALE 1:10000

LegendAssessment Boundary -Permanent WorksAssessment Boundary -Temporary Works

CFJV-Derived PeatLandslide Risk Rating:

Practically none

Negligible

Slight

Moderate

Substantial

Serious

SUITABILITY:A3

SHEET:2 OF 6

REVISION:C01

DWG: A9P09-CFJ-EGT-M_ML424_ZZ-DR-EN-0002

DATE: 13/07/2018PROJ: 495298

DESIGN:AB

DRAWN:HA

CHK:CK

APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN

DRAWING 10.5.16PEAT LANDSLIDE RISKchainage 42400 to 45600

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

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48200

484004640

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4580

0

4700

0

4680

0

4600

0

4800

04560

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0 250 500125Metres

SCALE 1:10000

LegendAssessment Boundary -Permanent WorksAssessment Boundary -Temporary Works

CFJV-Derived PeatLandslide Risk Rating:

Practically none

Negligible

Slight

Moderate

Substantial

Serious

SUITABILITY:A3

SHEET:3 OF 6

REVISION:C01

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APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN

DRAWING 10.5.17PEAT LANDSLIDE RISKchainage 45600 to 48600

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

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0 250 500125Metres

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LegendAssessment Boundary -Permanent WorksAssessment Boundary -Temporary Works

CFJV-Derived PeatLandslide Risk Rating:

Practically none

Negligible

Slight

Moderate

Substantial

Serious

SUITABILITY:A3

SHEET:4 OF 6

REVISION:C01

DWG: A9P09-CFJ-EGT-M_ML486_ZZ-DR-EN-0022

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APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN

DRAWING 10.5.18PEAT LANDSLIDE RISKchainage 48600 to 51800

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03

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5320

054000

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0

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0

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DESCRIPTIONSUIT APPREV DATE BY

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SCALE 1:10000

LegendAssessment Boundary -Permanent WorksAssessment Boundary -Temporary Works

CFJV-Derived PeatLandslide Risk Rating:

Practically none

Negligible

Slight

Moderate

Substantial

Serious

SUITABILITY:A3

SHEET:5 OF 6

REVISION:C01

DWG: A9P09-CFJ-EGT-M_ML518_ZZ-DR-EN-0024

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APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN

DRAWING 10.5.19PEAT LANDSLIDE RISKchainage 51800 to 55000

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

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SCALE 1:10000

LegendAssessment Boundary -Permanent WorksAssessment Boundary -Temporary Works

CFJV-Derived PeatLandslide Risk Rating:

Practically none

Negligible

Slight

Moderate

Substantial

Serious

SUITABILITY:A3

SHEET:6 OF 6

REVISION:C01

DWG: A9P09-CFJ-EGT-M_ML550_ZZ-DR-EN-0002

DATE: 25/07/2018PROJ: 495298

DESIGN:AB

DRAWN:HA

CHK:CK

APP:JF

PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN

DRAWING 10.5.20PEAT LANDSLIDE RISKchainage 55000 to 55645

Notes: Hazard, consequence and risk scores havebeen derived by CFJV based on thequantitiative and semi-quantitativeassessments presented in the PreliminaryPeat Landslide Risk Assessment in Appendix10.5 (Volume 2). Reference should thereforebe made to this as necessary.

At the time of undertaking this assessment, no digital terrain model (DTM) for the northern tie-in, where dualling of Project 10 - Kincraig to Dalraddy is now complete, was available. Therefore, no assessment of the peat landslide risk in this area has been undertaken, and this should be given additional consideration in later stages of design as necessary.

DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03