geology, soils and groundwater part 1 - transport …...geology, soils and groundwater part 1...
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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
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SUITABILITY:A3
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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
DRAWN:HA
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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.1
SUPERFICIAL GEOLOGY
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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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REVISION:C01
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DATE: 17/07/2018PROJ: 495298
DESIGN:CK
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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.2
SOILD GEOLOGY
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LegendProposed Scheme ExtentsExisting DualledExisting Single
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
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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REVISION:C01
DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0003
DATE: 25/07/2018PROJ: 495298
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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.3
DESIGNATED AND NON-DESIGNATED GEOLOGICAL / GEODIVERSITY FEATURES
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LegendProposed Scheme ExtentsExisting DualledExisting Single
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
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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REVISION:C01
DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0004
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.4
NATIONAL SOIL MAP OF SCOTLAND (SOIL GROUPS)
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LegendProposed Scheme ExtentsExisting DualledExisting Single
Soil Group:Not ClassifiedAlluvial SoilsPeatGleys SoilsPodzols
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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REVISION:C01
DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0005
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.5
NATIONAL SOIL MAP OF SCOTLAND (SOIL SUBGROUPS)
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LegendProposed Scheme ExtentsExisting DualledExisting Single
Soil Subgroup:LochsBrown earthsDystrophic Basin PeatHumus-Iron PodzolsMineral Alluvial SoilsPeaty Gleyed PodzolsPeaty Gleys
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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-0006
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
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APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.6
SNH CARBON AND PEATLAND MAP
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LegendProposed Scheme ExtentsExisting DualledExisting Single
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
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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REVISION:C01
DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0007
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.7
SUPERFICIAL AQUIFER PRODUCTIVITY
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LegendProposed Scheme ExtentsExisting DualledExisting Single
Superficial Deposits AquiferProductivity:
Intergranular Flow; HighProductivityIntergranular Flow; Moderateto High ProductivityIntergranular Flow; Low toModerate ProductivityNot a significant aquifer
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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REVISION:C01
DWG: A9P09-CFJ-EGT-X_ZZZZZ_ZZ-DR-EN-0008
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.8
BEDROCK AQUIFER PRODUCTIVITY
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LegendProposed Scheme ExtentsExisting DualledExisting Single
Bedrock Aquifer Productivity:Fracture Flow; Very LowProductivityFracture Flow; LowProductivity
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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REVISION:C01
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DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
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PROJECT 9 CRUBENMORE TO KINCRAIG EIABASELINE PLANDRAWING 10.9
GROUNDWATER VULNERABILITY
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LegendProposed Scheme ExtentsExisting DualledExisting Single
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
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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491
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)
SUITABILITY:A3
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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
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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2.5
1.20.5
0.4
0.5
0.5
1.3
0.5
0.6
0.1
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2.4
0.25
0.15
0.05
0.35
1.25
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0.70.8
1.7
0.50.3
0.60.40.2
0.3
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0.5 0.6 0.40.4
0.1
0.9
0.1
0.1
0.1
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0.8
0.1
0.5
0.3
0.54.5
1.9
1.2
0.5
2.8
3.4
0.2
3.1 0.3
0.1
0.2
0.21.2
0.3
0.2
0.3
0.9
0.9
1.1
0.6
0.8
0.9
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1.6
0.1
0.9
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0.1
0.1
0.10.2
0.1
0.10.1
0.1 0.1 0.1 0.1
0.1
0.4
1.1
0.1
0.1
0.2
0.1
0.1
0.3
0.05
0.05
0.05
2.05
0.85
0.25
0.25
0.55
0.350.33
0.15
0.17
0.05
0.05
0.15
0.15
0.32
0.41
0.18
0.62 0.35
0.45
0.15
0.18
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
0.07
0.39
0.17
0.05
0.12
1.32
0.05
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
0.05
0.05
0.05
0.05
0.21
0.65
0.05
0.15
0.85
41200
40200
41000
4.9
2.1
4.25
¯ ¯
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: \\gla
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spati
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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
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Watercouse Diversions
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
2.5 - 3
3 - 3.5
3.5 - 4
4 - 4.5
4.5 - 5
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:1 OF 12
REVISION:C01
DWG: A9P09-CFJ-EGT-M_ML400_ZZ-DR-EN-0001
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
DRAWING 10.11PEAT SURVEY RESULTSchainage 40000 to 41200
1 Contour Labels (m bgl)
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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to Inverness
to Perth
417 434
427
01
23 4
1
1
0
1
0
2
00
0
1
1
1
0
2
0
11
0
1
0
0
0
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0 1
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0
1
1
0
0
0
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0
0
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0
0
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0
0
0
0
0
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0
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0
0
0
0
0
0
0
0
0
0
0
0
0
00
0
0
0
00
0
0
00
0.1
1.6
0.2
0.2
0.5
1.2
0.40.6
0.3
0.5
0.4
0.2
0.6
1.1
0.6
0.4
0.1
0.25
0.15
0.05
0.05
0.05
1.45
0.25
0.54
1.59
0.69
0.85 1
00
0
00
0
00
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
1.1
¯ ¯
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: \\gla
fpp0
1\Geo
spati
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ojects
\A9_
Duall
ing\4_
GIS\
DMRB
3\4.2_
MXDs
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Geolo
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RAW
ING_
10_1
2.mxd
CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Watercouse Diversions
Drainage
SuDS ID
Assessment Boundary - Permanent Works
Assessment Boundary - Temporary WorksGround 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
2.5 - 3
3 - 3.5
3.5 - 4
4 - 4.5
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:2 OF 12
REVISION:C01
DWG: A9P09-CFJ-EGT-M_ML412_ZZ-DR-EN-0002
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
DRAWING 10.12PEAT SURVEY RESULTSchainage 41200 to 42800
1 Contour Labels (m bgl)
000
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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to Perth
434
427
0
1
2
2
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0
21
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1
0
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1
0
11
1
01
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1
1
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0
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0
0
0
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1
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0
0
0
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0
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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
0
¯ ¯
Docu
men
t Path
: \\gla
fpp0
1\Geo
spati
al\Pr
ojects
\A9_
Duall
ing\4_
GIS\
DMRB
3\4.2_
MXDs
\P09
\Cha
pter
_10_
Geolo
gy\D
RAW
ING_
10_1
3.mxd
CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Watercouse Diversions
Drainage
SuDS ID
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 PeatSurvey (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/TrialPits (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
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:3 OF 12
REVISION:C01
DWG: A9P09-CFJ-EGT-M_ML428_ZZ-DR-EN-0003
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
DRAWING 10.13PEAT SURVEY RESULTSchainage 42800 to 44200
1 Contour Labels (m bgl)
000
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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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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CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Watercouse Diversions
Drainage
Assessment Boundary - PermanentWorksAssessment Boundary - TemporaryWorks
Ground Investigation and Peat ProbingLocations:
CFJV DMRB Stage 3 Peat Survey (2017)
CFJV DMRB Stage 3 SupplementaryPeat Survey (2017)Preliminary Ground Investigation PeatProbe (2017)
Ground Investigation and Peat Coring Locations:
!?DMRB Stage 3 Supplementary PeatSurvey (2017)
!?Preliminary Ground Investigation PeatCore (2017)
!?Preliminary Ground InvestigationBoreholes/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
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:4 OF 12
REVISION:C01
DWG: A9P09-CFJ-EGT-M_ML442_ZZ-DR-EN-0004
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
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1 Contour Labels (m bgl)
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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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
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0.61.1
0.5
0.6
0.5
0.9
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0.10.1
0.2
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0.1
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0.1
0.1
0.2
0.1
0.2
0.1
0.2
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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
45600
47200
46200
46600
1.80.5
3.6
0.1
1.2
1.3
0.050.05
0.05
1.15
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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
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Watercouse Diversions
Drainage
SuDS ID
Compensatory Storage Areas
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)
Ground Investigation and Peat Coring Locations:
!? DMRB Stage 3 Supplementary Peat Survey (2017)
!? Preliminary Ground Investigation Peat Core (2017)
!?Preliminary Ground Investigation Boreholes/TrialPits (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
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:5 OF 12
REVISION:C01
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DATE: 19/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
DRAWING 10.15PEAT SURVEY RESULTSchainage 45600 to 47200
1 Contour Labels (m bgl)
000
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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474
487
0
1
2
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0
0
0
0
0
0
1
1
1
0
0
0
1
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0
0
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0.2
3.6
0.65
0.05
0.05
0.05
0.05
0.05
0.05
0.38
0.32
1
3
0
0
0
1.2
0.9
0.3
0.1
0.2
0.2
0.4
0.2
0.2
0.3 0.1
0.40.4
0.1
0.1
1.1
0.5
0.4
0.9
0.4
0.9
0.1
0.1
0.20.1
0.2
0.3
0.2
0.1
0.2
0.2
0.1
0.1
0.2
0.10.1
0.1
0.1
0.2
0.2
0.10.2 0.4 1.4
1.41.2
0.1
0.7
0.1
0.1
0.1
0.6
0.1
0.2
0.01
0.11
0.15
0.21
0.29
0.17
0.12
0.15
0.13
0.12
0.150.27
0.15
0.07
0.15
0.11
0.19
0.24
0.51
0.46 0.01
0.18
0.33
0.470.52
0.46
0.26
0.27
0.15
0.21
0.23
0.34
0.15
0.15
0.480.15
0.28
0.450.19
0.170.35
0.150.12
0.09
0.16
0.31
0.17
0.36
0.250.25
0.15
0.15
0.22
0.13
0.150.17
0.04
0.25
0.18
0.15
0.35
0.130.010.08
0.05
0.15
0.14
0.05
0.05
0.12
0.09
0.25
0.16
0.05
0.02
0.26
0.08
0.020.05
0.050.05
0.050.05
0.03
0.04
0.050.06
0.05
0.050.12
0.05
0.09
0.05
0.05 0.020.02
0.14
0.05
0.64
0.03
0.04
0.05
0.12
0.15
0.05
0.050.05
0.05
0.05
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
0.12
0.05
0.15
0.05
48200
48400
48000
47200
47400 4780
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48600
1.80.50.1
1.2
0.050.05
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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
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Watercouse Diversions
Drainage
SuDS ID
Assessment Boundary - Permanent Works
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)
Ground Investigation and Peat Coring Locations:
!?DMRB Stage 3 Supplementary Peat Survey(2017)
!?Preliminary Ground Investigation Peat Core(2017)
!?Preliminary Ground Investigation Boreholes/TrialPits (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
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:6 OF 12
REVISION:C01
DWG: A9P09-CFJ-EGT-M_ML472_ZZ-DR-EN-0006
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
DRAWING 10.16PEAT SURVEY RESULTSchainage 47200 to 48600
1 Contour Labels (m bgl)
000
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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490487
493
0
12
3
1
0
1
1
0
00
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0
2
1
2
0
2
0
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00
00
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0
0
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0
00
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00
00
00
0
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3.3
0.3
0.2
0.1
0.05
0.59
0.05
0.05
0.05
0.05
0.05
0.05
0.050.05
0.05
0.050.05
0.05
0.05
0.05
0.05
0.05
0.05
1
1
0
0
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0.3
0.20.2
0.3
0.2
0.1
0.5
0.2
0.1 0.2
0.5
0.1
0.1
1.3
0.9
0.3
0.2
0.2
0.30.1
0.1
0.1
0.1
0.2
0.1
0.1
0.1
0.2
0.1
0.2
0.1
0.2
0.2
0.2
0.1
0.1
0.3
0.10.1
0.2
0.2
0.2
0.1
0.2
0.2
0.2
0.1 0.3
0.2
0.2
0.2
0.1
0.2
0.10.3
0.2
0.8
0.3
0.1
0.2
0.10.2
0.2
0.2
1.3
0.10.3
0.3
0.1
0.3
0.1
0.10.3
0.7
0.2
0.2
0.1
0.1
1.1
0.50.4
0.2
0.9
0.40.9
0.1
1.2
1.1
1.6
0.1
0.1
0.1
0.1
0.1
0.2
0.23
0.18
0.190.24
0.26
0.05
0.29
0.16
0.19
0.32
0.19
0.19
0.09
0.24 0.07 0.93
0.13
0.12
0.75
0.33
0.24
0.25 0.06
0.45
0.05
0.09
0.05
0.07
0.46
0.09
0.57
0.05
0.12
0.56
0.21
0.12 0.14
0.15
0.35
0.95
0.05
0.03
0.05
0.04
0.03
0.04
0.15
0.14
0.11
0.04
0.05
0.08
0.09
0.12
0.16
0.11
0.09
0.05
0.06
0.11
0.12
0.09
0.06
0.04
0.15
0.08
0.08
0.25
0.19
0.27
0.05
0.05
0.27
0.05
0.11
0.11
0.26
0.15
0.12
0.06
0.05
0.12
0.12
0.08
0.15
0.12
0.12
0.080.09
0.25
0.08
0.08
0.26
0.05 0.14
0.05
0.15
0.15
0.05
0.04
0.11
0.13
0.15
0.18
0.25
0.060.07
0.06
0.06
0.05
0.26
0.12
0.08
0.11
0.05
0.06
0.12 0.21
0.08
0.13
0.05
0.04
0.05
0.03
0.04
0.05
0.05
0.08
0.06
0.05
0.03
0.150.23
0.07
0.05
0.13
0.07
0.05
0.07
0.12
0.15
0.15
0.05
0.11
0.32
0.37
0.15
0.11
0.13
0.061.84
0.13
0.070.11
0.030.25
0.15
0.03
0.050.67
0.260.05
0.03
0.05
0.03
0.050.05
0.110.15
0.13
0.27
0.19
0.150.21
0.23
0.34
0.15
0.15
0.48
0.15
0.45
0.190.17
0.35
0.15
0.12
0.09
0.16
0.31
0.14
0.15
0.02
0.260.08
0.32
0.65
2.75
0.56
0.28
0.12
0.05
0.75
1.89
0.76
1.12
0.58
0.76
1.79
0.59
0.69
1.48
0.16
0.32
2.38
0.52
1.66
1.61
1.53
0.28
2.28
1.32
0.72
0.31
0.05
0.68
0.12
1.18
0.59
0.24
0.52
0.41
0.62
1.23
0.86
0.28
0.21
0.53
0.68
1.85
0.35
0.87
0.32
0.150.05
0.05
0.05
0.08
0.09
0.25
0.05
0.06
0.38
0.83
0.09
0.05
0.08
0.05
0.34
0.12
0.05
0.15
4920
04880
0
4900
0
4940
0
4860
0
49800
49600
0.25
2.47
1.17
2.62
¯ ¯
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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
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Drainage
SuDS ID
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 PeatSurvey (2017)Preliminary Ground Investigation Peat Probe(2017)
Ground Investigation and Peat Coring Locations:
!?Preliminary Ground Investigation Peat Core(2017)
!?Preliminary Ground InvestigationBoreholes/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
2.5 - 3
3 - 3.5
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:7 OF 12
REVISION:C01
DWG: A9P09-CFJ-EGT-M_ML486_ZZ-DR-EN-0007
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
DRAWING 10.17PEAT SURVEY RESULTSchainage 48600 to 50000
1 Contour Labels (m bgl)
000
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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502 509
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0
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0.5
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0.1
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0.3
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0.1
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0.1
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0.45
0.08
0.06
0.060.15
0.13
0.06
0.01
0.16
0.18
0.01
0.08
0.05
0.050.16 0.07
0.360.05
0.06 0.11
0.08
0.45
0.05
0.05
1.09
0.62
0.25
1.01
0.07
0.09
2.12
0.44
0.94
0.42
2.25
0.751.86
0.35
1.92
0.98
0.35
0.15
0.09
0.06
0.07
0.08
0.12
0.240.09
0.13
0.09
0.09
0.07
0.33
0.05
0.04
0.11
0.11
0.26
0.15
0.12
0.06
0.05
0.47
0.03
0.07
0.08
0.27
0.11
0.08
0.150.05
0.45
0.35
0.05
0.81
1.29
0.48
2.172.19
2.05
1.98
0.58
0.82
0.24
0.28
0.15
0.09
0.13
0.18
0.08
0.09
0.22
0.05
0.04
0.05
0.52
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0.05
0.15
0.05
0.12
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0.93
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0.98
0.31
0.05
0.42
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0.08
0.33
0.58
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2.47
0.59
0.69
0.53
0.05
0.09
0.35
1.47
1.85
0.81
0.12
1.45
2.07
0.18
0.05
0.29
1.37
0.39
0.19
0.05
0.05
0.37
0.11
0.17
0.38
0.73
0.32
0.150.05
0.28
0.05
0.05
0.36
0.05
0.28
0.29
0.35
0.29
0.04
0.09
0.28
0.54
0.26
0.08
0.09 50800
5120
051000
50200
50600
50400
0.25
1.06
¯ ¯
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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
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Watercouse Diversions
Drainage
SuDS ID
Compensatory Storage Areas
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:
!? 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
2.5 - 3
3 - 3.5
3.5 - 4
4 - 4.5
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:8 OF 12
REVISION:C01
DWG: A9P09-CFJ-EGT-M_ML500_ZZ-DR-EN-0008
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
DRAWING 10.18PEAT SURVEY RESULTSchainage 50000 to 51800
1 Contour Labels (m bgl)
000
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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530534
0
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2.4
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0.4
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0.3
0.3
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0.1
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0.1
0.3
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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
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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
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1.25
0.26
2.431.47
1.85
0.81
1.45
2.07
0.29
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0.050.41
0.36
0.32
0.26
0.78
0.36
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52200
5280
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3.51.6
2.32.5
1.2
0.1
1.21
¯ ¯
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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
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Watercouse Diversions
Drainage
SuDS ID
Compensatory Storage Areas
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
2.5 - 3
3 - 3.5
3.5 - 4
4 - 4.5
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:9 OF 12
REVISION:C01
DWG: A9P09-CFJ-EGT-M_ML518_ZZ-DR-EN-0009
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
DRAWING 10.19PEAT SURVEY RESULTSchainage 51800 to 53200
1 Contour Labels (m bgl)
000
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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to Inverness
to Perth
537
530
534
0
1
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0
2
0
1
00
0
0
0
0
2
0
0
0
0
0
0
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0
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0
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0
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0
0
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0
0
0
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00
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0.05
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00
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0.1
0.7
0.20.2
0.2
0.9
2.5
0.10.1
0.1
0.1
0.1
0.2
0.2
0.1
0.1
0.2 0.1
0.2
0.3
0.40.8
2.50.2
0.1
0.1
0.3
0.5
0.15
0.14
0.02
0.05
0.04
0.04
0.06
0.250.05
0.050.05
0.05
0.05
0.05
0.07
0.150.070.070.06
0.05
0.24
0.52
0.45
1.78 0.752.48
0.05
0.05
0.05
0.050.15
0.05
0.07
0.06
0.04
0.05
0.05
0.05
0.05
0.05
0.040.06
0.07
0.03
0.050.43
0.15
0.05
0.35
0.420.44 0.42
0.13
0.25
0.73
0.27
0.11
0.050.56
0.32
0.04
0.71
2.36
1.91
2.35
1.36
0.04
0.05
0.23
0.05
0.22
0.28
0.33
0.05
0.21
0.63
0.38
0.93
0.18
0.11
0.05
0.05
0.12
0.22
1.863.77
3.76
0.07
0.39
3.85
0.94
0.58
0.17
0.06
1.020.07
1.16
0.05
0.05
1.91
1.68
5320
0
54000
546005440054200
5340
0
53600
53800
¯ ¯
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: \\gla
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1\Geo
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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
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Watercouse Diversions
Drainage
SuDS ID
Compensatory Storage Areas
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 PeatSurvey (2017)Preliminary Ground Investigation Peat Probe(2017)Advanced Ground Investigation Peat Probe(2015)
Ground Investigation and Peat Coring Locations:
!?Preliminary Ground Investigation Peat Core(2017)
!?Preliminary Ground Investigation Boreholes/TrialPits (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
3.5 - 4
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:10 OF 12
REVISION:C01
DWG: A9P09-CFJ-EGT-M_ML532_ZZ-DR-EN-0010
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
DRAWING 10.20PEAT SURVEY RESULTSchainage 53200 to 54600
1 Contour Labels (m bgl)
000
DRAFT FOR COMMENT HA JFAPR 18S3P01DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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to Inverness
to Perth
0
123
0
0
00
1 1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
00
0
0
0
0
0
0000
00
0
0
0
0.1
0.05
0.05
0.05
0.1
0.20.1
0.2
0.3
0.40.4
0.3
0.3
0.2
0.10.2
0.1
0.1
0.1
0.3
0.9
0.2
0.1
0.1
0.2
0.3
0.2
0.6
0.1
0.10.1
0.3
0.10.2
0.4
0.2
0.2
0.2
0.1
0.2
0.30.3
0.2
0.1
0.1
0.2
0.2
0.1
0.20.5
0.2
0.5
0.2
0.1
0.1
1.1
0.5
0.22
0.09
0.25
0.05
0.090.11
0.15
0.39
0.25
0.060.02
0.11
0.55
0.15
0.02
0.020.25
0.15
0.25
0.05
0.750.75
0.14
0.56
0.24
0.52
0.45
0.13
0.42
0.37
0.150.13
0.050.15
0.29
0.27
0.12
0.17
0.25
1.19
1.740.68
0.05
2.02
3.76
0.050.56
0.25
0.05
0.08
0.09
0.14
0.38
0.07
0.09
0.04
0.78
0.08
0.05
0.31
0.05
0.41
0.32
0.19
0.28
0.08
0.04
0.05
0.23
0.05
0.07
1.751.56
0.98
0.06
1.02
0.07
0.690.04
0.05
54600
56000
55000
5580055600
5540
0
54800
55200
0.3
0.26
¯ ¯
Docu
men
t Path
: \\gla
fpp0
1\Geo
spati
al\Pr
ojects
\A9_
Duall
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GIS\
DMRB
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1.mxd
CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Watercouse Diversions
Drainage
SuDS ID
Compensatory Storage
Assessment Boundary - Permanent Works
Ground 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)
Ground Investigation and Peat Coring Locations:
!?Preliminary Ground Investigation Peat Core(2017)
!?Preliminary Ground InvestigationBoreholes/Trial Pits (2017)
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
3.5 - 4
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:11 OF 12
REVISION:C01
DWG: A9P09-CFJ-EGT-M_ML546_ZZ-DR-EN-0011
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
DRAWING 10.21PEAT SURVEY RESULTSchainage 54600 to 56000
1 Contour Labels (m bgl)
DRAFT FOR COMMENT HA JFAPR 18S3P01
000
561
DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03
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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!?
!?
!?
!?
!?
!?!?
!?
!?
!?
!?
!?
!?
!?
to Inverness
to Perth
0
0
00
00
0
0
0
0
0
0
00
0
0
0
0
0
0
0.05
0
0
0.1
0.10.2
0.10.1
0.1
0.3
0.1
0.1
0.1
0.2
0.5
0.2
0.1
0.1
0.2
0.2
0.1
0.6
0.1
0.3
0.22
0.020.05
0.02
0.020.25
0.15
0.250.05
0.26
0.05
0.12
0.17
0.25
0.05
0.57
0.42
0.04
0.05
0.05
0.05
0.39
0.08
0.09
0.14
0.38
0.07
0.09
56645
56000
56200
56600
55800
56400
¯ ¯
Docu
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t Path
: \\gla
fpp0
1\Geo
spati
al\Pr
ojects
\A9_
Duall
ing\4_
GIS\
DMRB
3\4.2_
MXDs
\P09
\Cha
pter
_10_
Geolo
gy\D
RAW
ING_
10_2
2.mxd
CH2MHILL Fairhurst JVC/O: City Park 368 Alexandra Parade Glasgow G31 3AUTel + 44 (0) 141 552 2000 Fax +44 (0) 141 552 2525
DESCRIPTIONSUIT APPREV DATE BY
0 250125Metres
SCALE 1:5000
LegendProposed Scheme Details
Watercouse Diversions
Drainage
SuDS ID
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 PeatSurvey (2017)Preliminary Ground Investigation PeatProbe (2017)
Ground Investigation and Peat Coring Locations:
!?Preliminary Ground Investigation Peat Core(2017)
!?Preliminary Ground InvestigationBoreholes/Trial Pits (2017)
Peat Model:Depth Contours (m bgl)
No Peat
0.0 - 0.5
0.5 - 1
Peat Contour Lines (1m bgl)
SUITABILITY:A3
SHEET:12 OF 12
REVISION:C01
DWG: A9P09-CFJ-EGT-M_ML560_ZZ-DR-EN-0012
DATE: 17/07/2018PROJ: 495298
DESIGN:CK
DRAWN:HA
CHK:CK
APP:JF
PROJECT 9 CRUBENMORE TO KINCRAIG EIAASSESSMENT PLAN
DRAWING 10.22PEAT SURVEY RESULTSchainage 56000 to 56645
1 Contour Labels (m bgl)
DRAFT FOR COMMENT HA JFAPR 18S3P01
000
561
563
DESIGN UPDATE HA JFMAY 18S3P02FINAL REVISIONS HA JFJUNE 18S3P03