geology, soils and groundwater part 1 - transport …...geology, soils and groundwater part 1...

A9 Crubenmore to Kincraig Volume 3 – Environmental Drawings

Geology, Soils and Groundwater Part 1

Drawing No. Drawing Type Drawing Title Projectwise Drawing Reference Software

10.1 BASELINE PLAN SUPERFICIAL GEOLOGY A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0001 GIS

10.2 BASELINE PLAN SOLID GEOLOGY A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0002 GIS 10.3 BASELINE PLAN DESIGNATED AND NON-DESIGNATED GEOLOGICAL / GEODIVERSITY FEATURES A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0003 GIS 10.4 BASELINE PLAN NATIONAL SOIL MAP OF SCOTLAND (SOIL GROUPS) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0004 GIS 10.5 BASELINE PLAN NATIONAL SOIL MAP OF SCOTLAND (SOIL SUBGROUPS) A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0005 GIS 10.6 BASELINE PLAN SNH CARBON AND PEATLAND MAP A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0006 GIS 10.7 BASELINE PLAN SUPERFICIAL AQUIFER PRODUCTIVITY A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0007 GIS 10.8 BASELINE PLAN BEDROCK AQUIFER PRODUCTIVITY A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0008 GIS 10.9 BASELINE PLAN GROUNDWATER VULNERABILITY A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0009 GIS

10.10 ASSESSMENT PLAN DESIGNATED AND NON-DESIGNATED GEOLOGICAL / GEODIVERSITY FEATURES chainage 47200 to 48600 A9P09-CFJ-EGT-M_ML472_ZZ-DR-EN-0025 GIS

10.11 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 40000 to 41200 A9P09-CFJ-EGT-M_ML400_ZZ-DR-EN-0001 GIS 10.12 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 41200 to 42800 A9P09-CFJ-EGT-M_ML412_ZZ-DR-EN-0002 GIS 10.13 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 42800 to 44200 A9P09-CFJ-EGT-M_ML428_ZZ-DR-EN-0003 GIS 10.14 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 44200 to 45600 A9P09-CFJ-EGT-M_ML442_ZZ-DR-EN-0004 GIS 10.15 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 45600 to 47200 A9P09-CFJ-EGT-M_ML456_ZZ-DR-EN-0005 GIS 10.16 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 47200 to 48600 A9P09-CFJ-EGT-M_ML472_ZZ-DR-EN-0006 GIS 10.17 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 48600 to 50000 A9P09-CFJ-EGT-M_ML486_ZZ-DR-EN-0007 GIS 10.18 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 50000 to 51800 A9P09-CFJ-EGT-M_ML500_ZZ-DR-EN-0008 GIS 10.19 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 51800 to 53200 A9P09-CFJ-EGT-M_ML518_ZZ-DR-EN-0009 GIS 10.20 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 53200 to 54600 A9P09-CFJ-EGT-M_ML532_ZZ-DR-EN-0010 GIS 10.21 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 54600 to 56000 A9P09-CFJ-EGT-M_ML546_ZZ-DR-EN-0011 GIS 10.22 ASSESSMENT PLAN PEAT SURVEY RESULTS chainage 56000 to 56645 A9P09-CFJ-EGT-M_ML560_ZZ-DR-EN-0012 GIS

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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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-0001

DATE: 17/07/2018PROJ: 495298

DESIGN:CK

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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.1

SUPERFICIAL GEOLOGY

DESCRIPTIONSUIT APPREV DATE BY

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LegendProposed Scheme ExtentsExisting DualledExisting Single

Superficial Geology:Alluvial Fan Deposits- Gravel, Sand, Siltand ClayAlluvium- Clay, Silt, Sand and GravelAlluvium- Sand, Gravel and BouldersArdverikie Till Formation- DiamictonGlaciofluvial Ice Contact Deposits-Gravel, Sand and SiltGlaciofluvial Sheet Deposits - Gravel,Sand and SiltGlaciofluvial Sheet Deposits- Sand,Gravel and BouldersHead- Gravel, Sand, Silt and ClayHummocky (Moundy) Glacial Deposits-Diamicton, Gravel, Sand and SiltHummocky (Moundy) Glacial Deposits-Diamicton, Sand and GravelHummocky (Moundy) Glacial Deposits-Gravel, Sand and SiltHummocky (Moundy) Glacial Deposits-Sand, Gravel and BouldersLacustrine Deposits - Clay, Silt and SandPeat- PeatRiver Terrace Deposits(Undifferentiated)- Gravel, Sand, Silt andClayRiver Terrace Deposits(Undifferentiated)- Sand and GravelTalus - Rock Fragments, Angular,Undifferentiated Source RockTill, Devensian- DiamictonWorked Ground (Undivided)- VoidMade Ground (Undivided) - ArtificialDeposit

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




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SOILD GEOLOGY



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Linear Geology:Fault, Inferred, DisplacementUnknownAxial Plane Trace of MajorAxial Plane Trace of Major SynclineLimit of Pegmatitic Rock Veins,Symbol Within Area of Veining

Bedrock:Falls of Phones SemipeliteFormation- Semipelite, GneissoseGaick Psammie Formation-PsammiteGlen Banchor Subgroup -Psammite, Semipelite andCalcsilicate-RockGlen Banchor Subgroup -Quartzite, GneissoseGlen Banchor Subgroup -Semipelite, Schistose, andPsammiteGrampian Group- Psammite,QuartzoseKingcraig Formation - Semipelite,GneissoseLoch Laggan Psammite Formation-Psammite, MicaceousScottish Highland Ordovician MinorIntrusion Suite- Pegmatite



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DESIGNATED AND NON-DESIGNATED GEOLOGICAL / GEODIVERSITY FEATURES

DESCRIPTIONSUIT APPREV DATE BY!(


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Designated Sites:Site of Special ScientificInterest (SSSI)Geological ConservationReview Site (GCR)

Superficial Geology andGeodiversity Features:

Alluvial Fan DepositsHummocky (Moundy) GlacialDeposits- Gravel, Sand and Silt

!(Non-designated GeodiversitySite (SNH)Existing Rock CuttingConcealed by VegetationExisting Rock Exposures

Lochan an Tairbh Kettlehole

Lochan an Tairbh Kettlehole

Loch Etteridge (SSSI)

Loch Etteridge (GCR)

P09-RE03

P09-RE01P09-RE02

Existing Rock Exposures IDRE01





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NATIONAL SOIL MAP OF SCOTLAND (SOIL GROUPS)



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Soil Group:Not ClassifiedAlluvial SoilsPeatGleys SoilsPodzols





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NATIONAL SOIL MAP OF SCOTLAND (SOIL SUBGROUPS)



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Soil Subgroup:LochsBrown earthsDystrophic Basin PeatHumus-Iron PodzolsMineral Alluvial SoilsPeaty Gleyed PodzolsPeaty Gleys





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SNH CARBON AND PEATLAND MAP



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Priority Peatland Class:-2 Non-soil (i.e. loch, built uparea, rock and scree)0 Mineral soils, Peatlandhabitats are not typicallyfound on such soils.4 Area unlikely to beassociated with peatlandhabitats or wet and acidictype + Area unlikely toinclude carbon-rich soils





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SUPERFICIAL AQUIFER PRODUCTIVITY



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Superficial Deposits AquiferProductivity:

Intergranular Flow; HighProductivityIntergranular Flow; Moderateto High ProductivityIntergranular Flow; Low toModerate ProductivityNot a significant aquifer





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BEDROCK AQUIFER PRODUCTIVITY



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Bedrock Aquifer Productivity:Fracture Flow; Very LowProductivityFracture Flow; LowProductivity





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GROUNDWATER VULNERABILITY



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Groundwater Vulnerability:5 - Vulnerable to MostPollutants, With Rapid ImpactIn Many Scenarios4a - Vulnerable to ThosePollutants Not Readilyabsorbed or Transformed (MayHave Low Permeability Soil:Less Likely to Have ClayPresent in Superficial Deposits)4b - Vulnerable to ThosePollutants Not Readilyabsorbed or Transformed (MoreLikely to Have Clay Present inSuperficial Deposits3 - Vulnerable to SomePollutants: Many OthersSignificantly Attenuated2 - Vulnerable to somePollutants: But Only WhenContinuously Discharged /Leached1 - Only Vulnerable toConservative Pollutants in theLong Term When Continuouslyand Widely Discharged /LeachedInsufficient Data to DefineVulnerability



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487

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48200

48400

48000

47200

47400 4780

047600

48600

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LegendProposed Scheme Details

Watercouse Diversions

Drainage

SuDS ID

Assessment Boundary -Permanent WorksAssessment Boundary -Temporary Works

!(Non-designatedGeodiversity Site (SNH)

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PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN

DRAWING 10.10DESIGNATED AND NON-DESIGNATED GEOLOGICAL /

GEODIVERSITY FEATURESchainage 47200 to 48600

Lochan an Tairbh Kettlehole 000



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0.3

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0.6

0.8

0.9

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1.1

0.9

0.3

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2.05

0.85

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0.17

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0.05

0.15

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0.32

0.41

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0.28

0.38

0.38

0.09

0.18

0.29

0.29

0.91

0.77

0.13

0.120.52

0.620.42

1.15

2.01

0.36

1.73

3.51

0.23

0.61

0.35

0.08

0.11

0.12

0.19

0.36

0.38

0.43

0.26

0.25

0.85

0.75

0.27

0.33

0.88

0.32

0.55 0.85

0.85

0.55

0.25

1.55

0.27

0.22

0.85

0.38

0.48

0.12

0.39 0.24

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0.39

0.17

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0.12

1.32

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0.28

0.71

0.051.38

0.19

0.05

0.15

0.04

0.05

0.21

0.11

0.35

0.39

0.72

0.38

0.55

0.35

0.09

1.82

1.02

0.45

1.05

0.82

0.87

0.42

0.38

0.41

1.05

1.75

0.47

0.05

0.28

0.27

0.05

1.45

0.17

0.61

0.07

0.05

0.05

0.12

0.06

0.07

0.08

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0.05

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Drainage

Assessment Boundary - Permanent Works

Assessment Boundary - Temporary Works

Ground Investigation and Peat Probing Locations:

CFJV DMRB Stage 3 Peat Survey (2017)

CFJV DMRB Stage 3 Supplementary Peat Survey(2017)

Preliminary Ground Investigation Peat Probe (2017)

Advanced Ground Investigation Peat Probe (2015)

Ground Investigation and Peat Coring Locations:

!? DMRB Stage 3 Supplementary Peat Survey (2017)

!? Preliminary Ground Investigation Peat Core (2017)

!?Preliminary Ground Investigation Boreholes/Trial Pits(2017)

!? Advanced Ground Investigation (2015)

Peat Model:Depth Contours (m bgl)

No Peat

0.0 - 0.5

0.5 - 1

1 - 1.5

1.5 - 2

2 - 2.5

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3 - 3.5

3.5 - 4

4 - 4.5

4.5 - 5

Peat Contour Lines (1m bgl)

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DRAWING 10.11PEAT SURVEY RESULTSchainage 40000 to 41200

1 Contour Labels (m bgl)



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417 434

427

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0

0

00

0

0

00

00

00

00

00

0

000

00

0

0

0

0

0.1

0.1

1.5

0.3

0.20.3

0.2

1.4

0.1

0.2

0.10.1

0.1

0.2

0.2

0.5

0.3

0.1

0.4

0.2

0.1

0.1

0.3

0.3

0.6

0.1

0.5

1.2

0.2

0.2

1.5

2.3

0.2

0.2

0.2

0.5

0.2

2.4

4.4

1.7

0.2

0.2

1.3

0.3

0.3

0.2

0.5

0.2

0.1

0.1

0.6

0.7

0.3

0.5

0.2

0.8

0.4

0.2

0.5

0.5

0.3

0.1

0.5

1.3

0.3

0.2

0.1

0.10.5

0.30.2

0.40.7

0.20.1

0.1 0.1

0.10.10.2

0.20.3

0.10.1

0.20.1

0.1

0.1

0.10.2

0.2

0.20.1

0.10.1

0.10.1

0.2

0.1 0.2

0.4

0.6

0.6

0.4

0.2

0.9

1.2

0.1

0.1

0.1

0.2

0.2

0.1

0.2

0.1

0.3

0.1

0.1

0.1

0.1

0.3

0.05

1.25

0.42

0.23 0.24

1.661.37

0.060.15

0.11 0.21

0.170.29

0.250.15

0.35

0.37

0.26

1.61

0.24

0.23

0.15

0.15

0.05

0.050.25 0.17

0.05

0.05

0.15

0.45

0.15

0.35

0.28

0.47

0.46

0.15

0.05

0.15

0.05

0.21

0.19

0.05

0.23

0.23

0.25

0.28

0.38

0.18

0.29

0.29

0.23

0.14

0.12

0.44

0.25

0.12

0.47

0.14

0.360.27

0.15

0.15

0.25

0.22

0.82

0.17

0.99

0.18

0.05

0.25

0.46

1.53

0.22

0.17

0.15

0.62

0.23

1.05

0.22

0.05

0.14

0.45

0.15

0.15

0.23

0.12

0.25

0.75

0.43

0.15

0.85

0.45

0.12

0.35

0.94

0.15

0.13

0.170.71

2.16

2.91

2.41

0.35

1.17

0.17

1.22

0.15

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.17

0.15

0.04

0.21

0.17

0.95

1.02

0.15

0.22

0.65

0.45

0.88

0.17

0.05

0.08

0.19

0.09

0.05

0.09

0.46

0.12

0.21

0.72

0.15

1.74

0.17

0.35

0.79

2.29

2.32

0.15

0.27

0.45

0.65

0.14

0.17

0.09

0.17

0.41

0.25

0.14

0.21

0.88

0.19

0.12

0.34

0.81

0.29

0.14

0.59

0.34

0.21

0.22

0.14

0.23

0.62

0.18

0.76

0.160.21

0.19

0.05

0.02

0.12

0.21

0.05

0.05

41400

41200

42000

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Drainage

SuDS ID


Assessment Boundary - Temporary WorksGround Investigation and Peat Probing Locations:

CFJV DMRB Stage 3 Peat Survey (2017)CFJV DMRB Stage 3 Supplementary Peat Survey(2017)


Advanced Ground Investigation Peat Probe (2015)Ground Investigation and Peat Coring Locations:






No Peat

0.0 - 0.5

0.5 - 1

1 - 1.5

1.5 - 2

2 - 2.5

2.5 - 3

3 - 3.5

3.5 - 4

4 - 4.5


SUITABILITY:A3

SHEET:2 OF 12

REVISION:C01


DATE: 17/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

CHK:CK

APP:JF




000



!?

!?

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!?

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!?

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!?

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!? !?!?

!?

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!?!?

!?

!?

!?!?!?

!?

!?!?!?

!?

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!?

!?

!?

!?

!?

!?

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!? !?

!?

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!?!?

!?

!?

!?

!?

!?

!?

!?

!?

!?

!?

!?

!? !?

!?

!?

!?

to Inverness

to Perth

434

427

0

1

2

2

1

0

21

0

0

1

0

00

1

0

11

1

01

1 1

1

1

0

1

0

0

0

0

0

0

0

00

0

0

0

0

0

3

1

0

00

0

0

0

0

0

1 00

0

0

0.5

0.2

0.5

0.60.1

0.5

0.2

0.1

0.5

0.20.20.2

0.80.7 0.8

0.2

0.3

0.5

1.2

0.1

0.2

0.3

0.1

0.8

0.3

0.3

0.2

1.2

0.2

1.1

0.7

1.1

0.3

1.8

1.21.75

0.05

0.15

1.06

0.05

1.45

0.35

0.35

0.25

0.350.35

1.150.35

0.54

0

1

2

1

1

1

1

1

0000

0

00

0

0.10.2

0.10.1

0.1

0.2

0.3

0.1

0.1 0.2

0.2

0.1

0.1

0.1

0.20.2

0.3

0.1

0.2

0.6

0.2

0.1

0.1

0.2

0.3

0.1

0.1

0.1 0.1

0.1

0.3

0.1

0.1

0.2

0.2

0.1

0.2

0.1

0.2

0.1

0.1

0.4

0.3

0.3

0.2

0.3

0.2

0.4

0.3

0.1

0.1

0.9

0.6

0.3

0.3

0.30.1

0.1 0.1

0.2

0.5

0.6

0.2

0.1

0.6

0.3

0.2

0.3

0.3

0.2

0.9

0.7

0.7

0.60.8

1.1

0.5

0.2

0.20.2

0.3

0.3

0.2

0.20.4

0.2

0.8

0.7

1.5

0.90.7

0.6

0.52.2 2.1

0.5

0.6

0.2

0.1

0.2

0.2

0.6

0.1

0.1

0.5

0.8

1.5

1.6

1.6

1.2

0.6

1.2

0.2

0.2

1.5

0.2

0.5

0.2

1.7

0.2

0.2

0.3

0.3

0.6

0.1

0.1

0.2

0.1

0.2

0.2

0.2

0.1

0.7

0.1

0.2

0.1

1.1

0.2

0.2

0.10.1

0.2

0.2

0.20.7

0.6

0.1

0.10.3

1.2 0.7

0.2

0.2

1.2

0.1

0.2

0.1

0.1

0.1

2.5

0.2

0.5

0.4

2.5

0.2

1.3

0.2

0.10.2

0.50.10.50.3

0.2

0.40.7

0.20.1

0.10.1 0.1 0.1

0.4

0.6

0.1

0.1

0.2

0.9

1.2

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.1

0.3

0.1

0.1

0.1

0.1

0.1

0.4

0.1

0.05

0.71

0.52

0.05

0.05

0.06

0.15

0.05

0.05

0.05

0.15

0.15

0.36

0.29

0.05

0.05

0.25

0.05

0.32

0.450.64

0.45

0.72

0.51

1.85

0.15

0.05

0.25

0.15

0.91

0.12

0.75

0.47

0.75

0.14

0.45

0.75

0.22

0.74

0.25

0.05

0.04

0.05

0.05

0.05

0.05

0.28

0.58

0.05

0.15

0.05

0.46

0.11

0.12

0.47

0.14

0.36

0.27

0.15

0.15

0.17

0.05

0.25

0.15

0.05

0.05

0.150.05

0.05

0.06

0.13

0.05

0.29

0.25

0.04

0.05

0.23

0.47

0.02

0.090.02

0.05

0.12

0.37

0.050.24

0.05

0.620.07

0.55

0.15

0.26

0.04

0.050.16

1.25

1.25

0.62

0.191.25

0.82

2.15

0.63

0.27

0.05

0.24

0.15

0.05

1.85

0.05

0.17

0.51

2.03

0.05

0.18

0.35

0.14

0.24

0.08

0.05

0.05

0.280.46

0.08

0.15

0.050.05

0.66

0.12

0.11

0.14

0.94

0.65

0.47

0.28

0.58

0.85

0.75

0.950.410.76

0.87

0.77

0.24

1.411.46

2.91

1.17

0.17

1.22

0.15

0.33

0.65 0.92

0.13

0.12

0.19

0.38

0.05

0.11

0.09

0.12

0.05

0.19

0.12

0.11

0.22

0.24

0.31

0.12

0.12

0.17

0.95

1.02

0.22

0.65

0.45

0.19

0.34

0.09

0.32

0.17

0.24

0.12

0.67

0.32

0.71

0.27

1.86

0.51

1.33

0.05

0.89

0.93

0.91

0.08

1.75

1.78

0.16

0.88

0.05

0.09

0.46

0.12

0.21

0.72

0.15

0.35

0.79

0.27

0.45

0.11

0.29

0.08

0.21

0.05

1.18

0.22

0.37

0.55

0.11

0.14

0.24

1.15

0.15

0.15

0.76

0.16

4300

0

4380

04340

0

4420

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0 250125Metres

SCALE 1:5000



Drainage

SuDS ID





CFJV DMRB Stage 3 Supplementary PeatSurvey (2017)Preliminary Ground Investigation Peat Probe(2017)Advanced Ground Investigation Peat Probe(2015)


!?DMRB Stage 3 Supplementary Peat Survey(2017)

!?Preliminary Ground Investigation Peat Core(2017)

!?Preliminary Ground Investigation Boreholes/TrialPits (2017)



No Peat

0.0 - 0.5

0.5 - 1

1 - 1.5

1.5 - 2

2 - 2.5

2.5 - 3


SUITABILITY:A3

SHEET:3 OF 12

REVISION:C01


DATE: 17/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

CHK:CK

APP:JF




000



!?

!?

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!?!?!?

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!?

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!? !?!?

!?!?

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0

1

0

0

0

0

0

0

00

0

0

0000

0

000

00

0

000 0.3

0.9

0.1

0.2

0.1

0.2

0.3

0.05

1

0.20.1

0.4

0.10.2

0.1

0.20.1

0.2

0.10.3

0.2

0.5

0.1

0.2

0.1

0.2

0.1

0.1

0.10.5

0.1

0.2

0.3

0.2

0.2

0.1

0.4 0.1

0.20.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.3

0.1

0.1

0.9

0.6

0.2

0.3

0.6

0.1

0.1

0.1 0.1

0.3

0.6

0.1

0.1

0.1

0.1

0.1

0.3

0.1

0.1

0.1

0.1

0.1

0.45

0.46 0.36

0.74

0.54

0.350.13

0.25

0.35

0.21

0.05

0.06

0.170.05

0.15

0.15

0.15

0.43

0.13

0.15

0.05

0.15

0.160.05

0.050.11

0.27

0.11

0.65

0.47

0.24

0.05

0.09

0.05

0.18

0.13

0.12

0.24

0.12

0.04

0.09

0.04

0.01

0.05

0.26

0.17

0.11

0.05

0.35

0.41

0.12

0.31

0.25

0.15

0.16

0.32

0.32

0.17

0.24

0.12

0.67

0.32

0.27

0.13

0.05

0.09

0.15

0.06

0.05

0.05

0.05

0.38

0.35

0.28

0.11

0.11

0.29

0.08

44400

4500

0

4560

0

44800

44600

4420

0 4520

0

4540

0

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0 250125Metres

SCALE 1:5000



Drainage

Assessment Boundary - PermanentWorksAssessment Boundary - TemporaryWorks

Ground Investigation and Peat ProbingLocations:


CFJV DMRB Stage 3 SupplementaryPeat Survey (2017)Preliminary Ground Investigation PeatProbe (2017)


!?DMRB Stage 3 Supplementary PeatSurvey (2017)

!?Preliminary Ground Investigation PeatCore (2017)

!?Preliminary Ground InvestigationBoreholes/Trial Pits (2017)



No Peat

0.0 - 0.5

0.5 - 1

1 - 1.5


SUITABILITY:A3

SHEET:4 OF 12

REVISION:C01


DATE: 17/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

CHK:CK

APP:JF






!?

!?

!?!?

!?

!?

!?!?!?

!?

!?!?

!?

!?

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!?!?

!?

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!?

!?

!?

!?

!?

!?

!?!? !?

!?

!?

!?

!?

!?

!?

!?

!?

to Inverness

to Perth

474458

461

0

1

2

0

1

0

0

0

1

0

0

0

1

1

1

1

0

0

0

1

1

0

0

1

000

0

0

0

0

0

0

0

0

0

0

0

0

0

00

00

2

0

000

0

0.9

0.5

1.4

0.65

0.05

0.05

0.05

0.550.91

0.55

1

1

1

1

1

10

0.2

0.1

0.1

0.2

0.8

0.2

0.4

1.2

0.5

0.2

0.1

0.1

0.3

0.6

0.1

0.3

0.1

0.1

0.1

0.1

0.6

0.1

0.10.10.1

0.2

0.60.6 0.1

0.1

0.20.3

0.1

0.40.4

0.9

1.20.7

1.21.2

1.21.1

0.60.4

0.21.1

1.1

0.8

1.10.5

0.61.1

0.5

0.6

0.5

0.9

1.2

0.2

0.10.1

1.42.41.4

0.1

0.10.1

0.2

0.1

0.20.1

0.1

0.10.3

0.1

0.1

0.2

0.1

0.2

0.1

0.2

0.30.3

0.3

0.80.9

0.31.4

0.7

0.9

0.4

0.5

0.8

0.1

0.7

0.9

0.8

0.6

0.8

0.2

0.1

0.1

0.10.1

0.1

1.4

1.2

1.2

0.3

0.1

0.10.1

0.1

0.1

0.7

2.2

0.6

0.1

0.8

0.1

0.1

0.4

0.1

0.1

0.11

0.05

0.21

0.29

0.33

0.030.03

0.45

0.22

0.15

0.25

0.11

0.09

0.11

0.070.32

0.07

0.04

0.11

0.14

0.11

0.12

0.07

0.05

0.05

0.06

0.05

0.09

0.07

0.13

0.05

0.05

0.07 0.11

0.120.11

0.110.11

0.050.05

0.05

0.05

0.05

0.05 0.040.21

0.15

0.62

0.61

0.09

0.05 0.06

0.07

0.06

0.11

0.05

0.19

0.24

0.51

0.460.01

0.18

0.33

0.47

0.52

1.25

0.93

0.93

0.87

0.91

0.460.07

0.05

0.05

0.15

0.05

0.06

0.05

0.030.05 0.01

0.01

0.05

0.120.05

0.15

0.05

0.35

0.210.15

0.05

0.21

0.21

0.35

0.66

0.35

0.12

0.35

0.25

0.18

0.13

0.93

0.26

0.61

0.21

0.12

0.430.66

0.25

0.02

0.15

0.25

0.270.070.08

0.09

0.050.050.05

0.150.050.05

0.220.12

0.050.030.150.16

0.05

0.050.050.01

0.15

0.15

0.530.710.28

0.05

0.05

0.02 0.05

0.050.05

0.050.05

0.07

0.05

0.390.05

0.05

0.050.72

0.05

0.05

0.050.050.05

1.48

0.05

0.05

0.05

0.740.05

1.58

0.05

2.720.48

0.05

0.18

0.02

0.06

1.25

0.05

0.05

0.18

0.02

0.05

0.04

0.05

0.21

0.05

0.03

0.05

0.06

0.05

0.05

0.56

0.25

0.36

1.17

0.13

0.05

0.12

0.41

0.58

0.44

0.55

0.94

0.150.32

0.17

0.11

0.05

0.13

46400

47000

45800

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CFJV DMRB Stage 3 Supplementary Peat Survey(2017)Preliminary Ground Investigation Peat Probe(2017)







No Peat

0.0 - 0.5

0.5 - 1

1 - 1.5

1.5 - 2

2 - 2.5

2.5 - 3

3 - 3.5


SUITABILITY:A3

SHEET:5 OF 12

REVISION:C01


DATE: 19/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

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APP:JF




000



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474

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0.17

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0.07

0.15

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0.24

0.51

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0.33

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0.14

0.05

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0.18

0.02

0.56

0.05

0.57

1.12

0.58

0.76

0.08

0.05

0.41

1.23

0.86

0.28

0.21

0.53

0.68

1.85

0.69

1.32

0.56

0.34

0.27

0.26

0.09

0.09

0.09

0.11

0.11

0.09

0.12

0.18

0.41

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0.05

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Assessment Boundary - Temporary WorksGround Investigation and Peat Probing Locations:

CFJV DMRB Stage 3 Peat Survey (2017)CFJV DMRB Stage 3 Supplementary PeatSurvey (2017)Preliminary Ground Investigation Peat Probe(2017)


!?DMRB Stage 3 Supplementary Peat Survey(2017)



!? Advanced Ground Investigation (2015)Peat Model:Depth Contours (m bgl)

No Peat

0.0 - 0.5

0.5 - 1

1 - 1.5

1.5 - 2

2 - 2.5

2.5 - 3

3 - 3.5


SUITABILITY:A3

SHEET:6 OF 12

REVISION:C01


DATE: 17/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

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APP:JF




000



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0.58

0.76

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2.38

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1.66

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CFJV DMRB Stage 3 Supplementary PeatSurvey (2017)Preliminary Ground Investigation Peat Probe(2017)






No Peat

0.0 - 0.5

0.5 - 1

1 - 1.5

1.5 - 2

2 - 2.5

2.5 - 3

3 - 3.5


SUITABILITY:A3

SHEET:7 OF 12

REVISION:C01


DATE: 17/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

CHK:CK

APP:JF




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502 509

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No Peat

0.0 - 0.5

0.5 - 1

1 - 1.5

1.5 - 2

2 - 2.5

2.5 - 3

3 - 3.5

3.5 - 4

4 - 4.5


SUITABILITY:A3

SHEET:8 OF 12

REVISION:C01


DATE: 17/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

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APP:JF




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530534

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1.9

2.4

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0.6

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0.1

0.3

0.4

0.1

0.3

1.1

2.4

0.4

0.07

0.07

0.06

0.02

0.01

0.05

0.05

0.21

0.16

0.06

0.19

0.120.15

0.05

0.05

0.15

0.080.11

0.07

0.320.060.08

0.060.08

0.05

0.04

0.050.05

0.05

0.070.06

0.05

0.13

0.14

0.01

0.01

0.11

0.15

0.050.09

0.050.05

0.05

0.070.05

0.05

0.270.05

0.05

0.05

0.03

0.45

0.05

0.05

0.05

0.03

0.050.05

0.05

0.06

0.08

0.250.47

0.15

0.052.05

1.09

0.620.25

0.09

2.12

0.44

0.94

0.42

2.250.75

1.860.35

1.92

2.24

1.93

2.272.05

0.15

1.05

1.93

2.252.37

0.98

0.35

0.43

0.150.05

0.13

0.11

0.03

0.05

0.08

0.01

0.09

0.050.06

0.250.17

0.080.31

0.430.77

1.050.91

0.45

0.47

0.03

0.050.11

0.31

0.13

0.380.22

0.74

0.08

0.18

0.05

0.04

0.29

0.42

0.44

0.13

0.11

0.45

0.42

0.02

0.55

1.76

0.48

2.17

2.19

2.05

1.98

0.18

0.11

0.05

0.05

0.12

0.32

0.11

0.050.34

0.49

0.05

0.13

0.14

0.04

0.15

0.25

0.22

0.52

0.45

0.09

0.15

0.51

0.25

0.36

0.16

0.22

0.41

0.44

0.680.65

0.93

0.24

1.25

0.26

2.431.47

1.85

0.81

1.45

2.07

0.29

0.15

0.050.41

0.36

0.32

0.26

0.78

0.36

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4 - 4.5


SUITABILITY:A3

SHEET:9 OF 12

REVISION:C01


DATE: 17/07/2018PROJ: 495298

DESIGN:CK

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000



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0.1

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0.3

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0.07

0.03

0.050.43

0.15

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0.35

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0.13

0.25

0.73

0.27

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0.32

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0.04

0.05

0.23

0.05

0.22

0.28

0.33

0.05

0.21

0.63

0.38

0.93

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0.05

0.12

0.22

1.863.77

3.76

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0.39

3.85

0.94

0.58

0.17

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1.020.07

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CFJV DMRB Stage 3 Supplementary PeatSurvey (2017)Preliminary Ground Investigation Peat Probe(2017)Advanced Ground Investigation Peat Probe(2015)






No Peat

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3.5 - 4


SUITABILITY:A3

SHEET:10 OF 12

REVISION:C01


DATE: 17/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

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APP:JF




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0.22

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CFJV DMRB Stage 3 Peat Survey (2017)CFJV DMRB Stage 3 Supplementary PeatSurvey (2017)Preliminary Ground Investigation Peat Probe(2017)





No Peat

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1 - 1.5

1.5 - 2

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3 - 3.5

3.5 - 4


SUITABILITY:A3

SHEET:11 OF 12

REVISION:C01


DATE: 17/07/2018PROJ: 495298

DESIGN:CK

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DRAFT FOR COMMENT HA JFAPR 18S3P01

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DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03


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CFJV DMRB Stage 3 Supplementary PeatSurvey (2017)Preliminary Ground Investigation PeatProbe (2017)





No Peat

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SUITABILITY:A3

SHEET:12 OF 12

REVISION:C01


DATE: 17/07/2018PROJ: 495298

DESIGN:CK

DRAWN:HA

CHK:CK

APP:JF




DRAFT FOR COMMENT HA JFAPR 18S3P01

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DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03

geology, soils and groundwater part 1 - transport …...geology, soils and groundwater part 1...

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