Environmental Statement volume 4 - Chiltern Evergreen3

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Table D3.2Plant Inventory Representing Underbridge Construction ActivitesPlant TeamsNumber of PlantRequired -FoundationsNumber of PlantRequired -SuperstructureBS: 5228ReferenceSWL(dBA)%OntimeEffectiveSWL (dBA)Total Effective SWL(dBA) -FoundationsHydraulic 0 1 C 4 35 95 25 89 0 89hoists/platformsExcavators (small) 1 1 C 4 17 99 100 99 99 99Lorries 1 1 C 2 34 108 5 95 95 95Total 101 101Total Effective SWL(dBA) -SuperstructureTable D3.3Plant Inventory Representing Road Overbridge Construction ActivitesPlant TeamsNumber of PlantRequired -FoundationsNumber of PlantRequired -SuperstructureBS: 5228ReferenceSWL(dBA)%OntimeEffectiveSWL (dBA)Total Effective SWL(dBA) -FoundationsExcavators (360°C) 1 1 C 2.14 107 100 107 107 107Dozers 1 1 C 2.11 107 50 104 104 104Hydraulic 0 1 C 4 35 95 25 89 89hoists/platformsLorries 1 1 C 2 34 108 5 95 95 95Total 109 109Total Effective SWL(dBA) -SuperstructureTable D3.4Plant Inventory Representing Embankment Construction Activites at the Bicester ChordPlant Teams Number of PlantRequired -FoundationsExcavators(360°)Number of PlantRequired -SuperstructureBS: 5228ReferenceSWL(dBA)% OntimeEffectiveSWL (dBA)Total Effective SWL(dBA) - Foundations2 1 C 2.14 107 50 104 107 104Lorries 2 1 C 2 34 108 5 95 98 95Hand tools 0 1 C 3 35 102 50 99 99Total 108 106Total Effective SWL(dBA) - SuperstructureENVIRONMENTAL RESOURCES MANAGEMENTCHILTERN RAILWAYSD-17
Table D3.5Plant Inventory Representing Station Construction ActivitesPlant TeamsNumber of PlantRequired -FoundationsNumber of PlantRequired -SuperstructureBS: 5228ReferenceSWL(dBA)%OntimeEffectiveSWL (dBA)Total Effective SWL(dBA) -FoundationsLorries 1 1 C 2 34 108 5 95 95 95Excavators (360°) 1 1 C 2.14 107 50 104 104 104Hydraulic 0 1 C 4 35 95 25 89 0 89hoists/platformsTotal 105 105Total Effective SWL(dBA) -SuperstructureTable D3.6Plant Inventory Representing Trackwork Construction ActivitesPlant Teams Number of Plant Required BS: 5228 Reference SWL (dBA) % On-time Effective SWL (dBA) Total Effective SWL (dBA)Lorries 1 C 2 34 108 5 95 95Excavators (360°C) 1 C 2.14 107 50 104 104Hand tools 1 C 3 35 102 50 99 99Total 106Table D3.7Plant Inventory Representing Embankment Construction ActivitesPlant TeamsNumber of PlantRequiredBS: 5228 Reference SWL (dBA) % On-time Effective SWL(dBA)Excavators (360°) 2 C 2.14 107 50 104 107Dump Trucks/Site 3 C 2.30 107 50 104 109DumpersCompactors 1 C 5.29 110 25 104 104Total 112Total EffectiveSWL (dBA)ENVIRONMENTAL RESOURCES MANAGEMENTCHILTERN RAILWAYSD-18
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Transport and Works Act 1992Transpo
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CONTENTSVOLUME 1INTRODUCTION, SCHEM
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Evergreen 3 Project: The ChilternRa
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CONTENTS1 INTRODUCTION 11.1 PURPOSE
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capacity - which was completed in 2
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identified for railway use in the C
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KEY:Scheme BoundaryBicester North S
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Currently the rail corridor is used
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The CRCL plans for new platforms at
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• cumulatively significant effect
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significant effect may arise in rel
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types arising from the project, (eg
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• construction of new infrastruct
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3.3.3 In addition along the corrido
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WarwickshireNorthamptonshireTingewi
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Habitats3.4.8 ERM undertook a preli
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Habitats3.4.17 The works may involv
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Due to the limited land-take of the
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3.6 ARCHAEOLOGY AND CULTURAL HERITA
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Although smaller, the settlements o
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3.7 TRAFFIC AND TRANSPORT3.7.1 Duri
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3.9.3 The purpose of the land quali
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4 METHODOLOGIES FOR ASSESSING ENVIR
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Figure 4.1Diagram Illustrating Nois
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noise level together with the durat
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from station activities. Since the
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4.3.4 The methodology will be based
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Evaluation of Receptor Sensitivity4
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Table 4.7 Levels of Significance of
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4.4 ECOLOGYMethodologyIntroduction4
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4.5 WATER RESOURCESMethodology4.5.1
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Evaluation Criteria4.5.7 With parti
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ased on archaeological work underta
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4.7 TRAFFIC AND TRANSPORTMethodolog
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Subject AreaMagnitude of EffectMajo
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not found.. This will be used to de
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• Best practices for soils handli
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5 PREPARATION OF THE ENVIRONMENTAL
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Annex AProposed Consultation Listfo
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ERM has over 100 officesAcross the
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CONTENTSB1 PREFACE 1B1.1 THE PROJEC
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B1PREFACEB1.1 THE PROJECTB1.1.1B1.1
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B1.4.1The “site”, for the purpo
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B2PUBLIC INFORMATION AND COMPLAINTS
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B3HOURS OF WORKINGB3.1.1B3.1.2B3.1.
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B4.1.2All working areas shall be in
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B4.4 ACCESS AND LOADINGB4.4.1B4.4.2
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Contaminated Materials (Special Pre
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B5TRAFFIC AND TRANSPORTB5.1 OVERVIE
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that steps are unavoidable, an alte
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(i)(ii)(iii)(iv)(v)The provision of
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(ii) For control of traffic leaving
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B6.1.5B6.1.6In order to ensure that
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B6.2.2In order to ensure that these
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xvi.xvii.Plan site layout and take
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B8DISPOSAL OF WASTE AND CONTAMINATE
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B8.2.8B8.2.9B8.2.10Where necessary,
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B9.2.3B9.2.4B9.2.5B9.2.6B9.2.7Provi
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PPG05: Works and maintenance in or
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B9.8.1B9.8.2B9.8.3B9.8.4B9.8.5B9.8.
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B9.11 EMERGENCY AND UNFORESEEN EVEN
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B10.2.3B10.2.4B10.2.5B10.2.6B10.2.7
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B10.4.7All construction works, incl
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ReptilesB10.4.20In areas where high
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B10.7.2All invasive species recorde
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B11.2.1A programme of building insp
Page 150: Annex CSummary of AlternativesConsi
Page 153 and 154: This Annex describes the Options th
Page 155 and 156: C1.1.1Chinnor BranchThe former Prin
Page 157 and 158: C1.2.1Routes via the Bicester Milit
Page 160: Figure C2Possible Station Locations
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Page 165 and 166: Bicester Interchange StationThe Che
Page 167 and 168: Site Options Reason for Selection/R
Page 169 and 170: Site Options Reason for Selection/R
Page 171 and 172: Name: Langford Lane LevelCrossingOS
Page 174 and 175: Name: FootbridgeOS Grid Ref.: Not k
Page 176 and 177: crossing.Name: Manor Farm No 1 (aka
Page 178 and 179: access route to Middle Farm in lieu
Page 180: Annex DDetails of the Noise andVibr
Page 184 and 185: D1INTRODUCTIONSection 6 of the ES s
Page 186 and 187: in order to evaluate the noise clim
Page 188 and 189: D2.1.2ResultsAmbient noise levels w
Page 190 and 191: Table D2.4Attended Measurement Surv
Page 192 and 193: MeasurementPositionDate Time Durati
Page 194 and 195: Date Time DurationNoise Level (Corr
Page 196 and 197: Date Time DurationNoise Level (Corr
Page 198 and 199: 70 dB(A) in rural, suburban and urb
Page 202 and 203: Table D3.8Plant Inventory Represent
Page 204 and 205: D4OPERATIONAL NOISED4.1 NOISE STAND
Page 206 and 207: Noise levels (a) Corresponding to t
Page 208 and 209: D5RAIL NOISE MODELLING METHODOLOGYD
Page 210 and 211: part of the baseline between Oxford
Page 212 and 213: Table D5.2 Modelled Train Movements
Page 214 and 215: an existing through line which cont
Page 216 and 217: Vibration measurements were carried
Page 218: Peak Particle Velocity (PPV)Peak Pa
Page 222 and 223: Upper ThamesClay ValesCharacter Are
Page 224 and 225: floodplain, many of which are now o
Page 226 and 227: Vales of the White Horseand Aylesbu
Page 228: Industrial activities at Abingdon a
Page 232: Annex F1HRAS
Page 236 and 237: F1ANNEX F1- HABITATS REGULATIONS AS
Page 238 and 239: F2APPROACHThe approach taken to inf
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F4DEVELOPMENT ACTIVITIES AND IMPACT
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Table 4.1Potential Impact / Sensiti
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Annex F2Breeding Birds
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The areas with the highest breeding
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Survey methodologyFour rounds of su
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Subsequent analysis of the data col
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Table 3. Chiltern Railway bird spec
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● Dunnock 2prs 2prs 4prs B 3prs 2
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16. Grandpont17. Hinksey fields18.
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Other species of note included spar
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There were eight UK BAP species. Th
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line towards Bicester and the mainl
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There were x UK BAP species: skylar
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ReferencesBirdLife International (2
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ERMChiltern LineBat Dusk and Dawn S
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Chiltern Line September 2009Bat Dus
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Annex F4Great Crested Newts
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F4-2 METHODSF4-2.1DESK STUDY AND CO
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crested newts (see Table 3.1). This
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F4-2.4.5Egg searchThe leaves of sub
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F4-3 RESULTSF4-3.1DESK STUDY AND CO
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Waterbody HSI ScoreRatingNumber34 0
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F4-4 SUMMARY OF FINDINGS AND RECOMM
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ERMChiltern Line, OxfordGreat Crest
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Chiltern Line, Oxford April 2009Gre
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Chiltern Line, Oxford April 2009Gre
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ERM Habitat Suitability Survey Resu
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3 APPENDIX 3 WATERBODY PHOTOGRAPHSF
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Figure 3.4Pond 8a and bFigure 3.5Po
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Figure 3.8 Pond 11Figure 3.9 Pond 1
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Figure 3.12Pond 13cFigure 3.13 Pond
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Figure 3.16Pond 18cFigure 3.17 Pond
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Figure 3.20 Pond 28Figure 3.21 Pond
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Figure 3.24 Pond 38Figure 3.25Pond
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Figure 3.28 Pond 44Figure 3.29Pond
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Great Crested Newt Presence Survey
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Weather ConditionsDate Range Temp (
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ERMChiltern Line, Oxford - Bicester
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Chiltern Line, Oxford - Bicester Au
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Annex F7Reptiles
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ERMChiltern LineReptile ReportSepte
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Chiltern Line September 2009Reptile
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Annex G1Legislation and PolicyConte
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and structured approach to local wa
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generally the Environment Agency, b
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The Sequential TestThe Sequential T
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Policy NE9 - Flood Risk Assessment
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Annex G2Flood Risk Assessment(FRA)
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Chiltern Railways Bicester to Oxfor
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4 Surface Water Runoff Assessments
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The railway is an essential infrast
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2 Description of Scheme Works2.1 Ov
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ParkwaysidingsAP15Gosford and Water
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Figure 32.4 AP3 - Bicester Town Sta
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Figure 52.6 AP5 - OXD40 Underbridge
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Figure 72.8 AP7 - Merton Footbridge
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Figure 92.10 AP9 - Oddington Footbr
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Figure 112.12 AP11 - Islip Station
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Figure 132.14 AP13 - Water Eaton No
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Figure 152.16 AP15 - Gosford and Wa
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Figure 172.18 AP17 - Aristotle Lane
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Figure 192.20 AP19 - Oxford Station
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3 Application of the Sequential Tes
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commitments to implement drainage s
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2. The topographic model appears to
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Avoids impacting upon both a Schedu
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It should be noted that the crossin
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600 mm freeboard over the 1 in 100
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AssessmentPointFloodZoneSTRequired?
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Greenfield runoff rates;Current Bro
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Table 3 Summary of impermeable runo
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5 ConclusionsA Level 2 Flood Risk A
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7 Appendix 1: Surface Water RunoffS
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Annex HCultural Heritage andArchaeo
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RCHME 1996 Recording Historic Build
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OARef.NoFeatureType10 ConservationA
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Table H2.2Gazetteer of Undesignated
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OARef. No128 ArchaeologicalInvestig
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OA Feature Type Description SourceR
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OARef. No351Feature Type Descriptio
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219234251#260 273!235! !!!259! !272
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Annex I1S-Paramics ModelledHighway
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NBicester RoadA4260 Oxford RoadKidl
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Bus Capacity SurveyService 2/2A/2B/
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Bus Capacity SurveyService 7A/7B -
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Bus Capacity SurveyService S5 - AM
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Bus Capacity SurveyService 500 - AM
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Bus Capacity SurveyService 700 - AM
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Bicester Bus Capacity SurveyService
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Bicester Bus Capacity SurveyService
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Annex I3Personal Injury Road Traffi
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NCTUBBS LANE FOOT CROSSINGTO BE REP
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Annex I5Parking Accumulation
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Annex I6S-Paramics Model Outputs:Bi
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09:5009:4009:3009:2009:1009:0008:50
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09:5009:4009:3009:2009:1009:0008:50
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18:5018:4018:3018:2018:1018:0017:50
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450Average Journey Time for Soutbou
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450Average Journey Time for Northbo
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Annex JAir Quality
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J2DISPERSION MODELLING METHODOLOGY
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J2.3 MODEL INPUTSJ2.3.1Moving Train
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J2.3.3Time varying emissionsAs the
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J3DMRB SCREENING FOR ROAD TRAFFICJ3
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Table J3.2Traffic Data (as Annual A
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J4CALCULATION OF ACID DEPOSITION AN
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Annex KSupporting Calculations forC
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Chiltern Railways Service Level - E
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Table L1Contaminated Land Risk Rank
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- Recreational or other shortterm/s
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Project Team ConsultantsArdent Mana
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Environmental Statement volume 4 - Chiltern Evergreen3

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