Environmental Statement volume 4 - Chiltern Evergreen3

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Peak Particle Velocity (PPV)Peak Particle Velocity (PPV) is the peak level of vibration during an event.This parameter is most commonly used when the maximum level of vibrationis to be identified.ENVIRONMENTAL RESOURCES MANAGEMENTD-35CHILTERN RAILWAYS
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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
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Annex CSummary of AlternativesConsi
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This Annex describes the Options th
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C1.1.1Chinnor BranchThe former Prin
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C1.2.1Routes via the Bicester Milit
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Figure C2Possible Station Locations
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the east of the station which would
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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 200 and 201: Table D3.2Plant Inventory Represent
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 220: Annex ELandscape and VisualImpact
Page 223 and 224: A420A4129A4010Area 108 boundaryAdja
Page 225 and 226: Significant archaeological features
Page 227 and 228: The Vale of White Horse passes east
Page 230: Annex FEcologyAnnex F1: HRASAnnex F
Page 234: CONTENTSF1ANNEX F1- HABITATS REGULA
Page 237 and 238: F1.2 AIM OF THE REPORTThe aim of th
Page 239 and 240: F3BASELINEF3.1 EUROPEAN SITES AND S
Page 241 and 242: Table 3.1European Site and SSSI Inf
Page 243 and 244: Site name/area/distance fromdevelop
Page 251 and 252: Nutrient enrichment from pollutants
Page 253 and 254: oooooOxford Meadows SAC and 4 compo
Page 256 and 257: Chiltern Rail breeding bird survey:
Page 258 and 259: Chiltern Rail breeding bird survey:
Page 260 and 261: Access was not obtained for Wolverc
Page 262 and 263: Results and assessmentThe survey id
Page 264 and 265: Moorhen 4prs 3prs 1pr 1pr 1pr 1pr 5
Page 266 and 267: ● House Sparrow 5prs 5prs 10 3prs
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Summary of the results for each sur
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There were four UK BAP species. The
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This is a very large area of open g
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There were five UK BAP species: dun
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In addition, many species, such as
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Annex F3Bats
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ERMChiltern LineBat Dusk and Dawn S
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Chiltern Line September 2009Bat Dus
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F4-1 ANNEX F4F4-1.1INTRODUCTIONERM
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Waterbodies not Considered for the
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In each case, this decision was onl
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estimated population size of great
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Further permanent waterbodies inclu
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Ponds GCN PresentSurvey that Record
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ERMChiltern Line, OxfordGreat Crest
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Chiltern Line, Oxford April 2009Gre
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ERM Great Crested Newt Habitat Suit
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Figure 3.2 Pond 6Figure 3.3 Pond 7
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Figure 3.6Pond 9bFigure 3.7 Pond 10
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Figure 3.10Pond 13aFigure 3.11Pond
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Figure 3.14Pond 18aFigure 3.15Pond
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Figure 3.18 Pond 23Figure 3.19Pond
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Figure 3.22 Pond 35Figure 3.23 Pond
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Figure 3.26Pond 42bFigure 3.27 Pond
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Figure 3.30Pond 45bFigure 3.31Pond
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Great Crested Newt Presence Survey
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Annex F5Otter and Water Vole
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ERMChiltern Line, Oxford - Bicester
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Chiltern Line, Oxford - Bicester Au
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Annex F6Badgers - CONFIDENTIAL
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ERMChiltern LineReptile ReportSepte
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Chiltern Line September 2009Reptile
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Annex GWater Resources andFlood Ris
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G1ANNEX I: LEGISLATION AND POLICY C
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classes: RE1 (high quality) to RE5
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supplies. Within SPZs there are inn
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Catchment Flood Management Plans: V
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G1.13 POLLUTION PREVENTION GUIDELIN
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Wallingford HydroSolutions LtdChilt
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Contents1 Introduction.............
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1 Introduction1.1 OverviewThis Floo
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information. SFRA Flood Zones there
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Assessment Point Name Description o
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Figure 22.3 AP2 - Tubbs Lane Footbr
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Figure 42.5 AP4 - A41 OverbridgeThe
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Figure 62.7 AP6 - Elm Tree Farm/Lan
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Figure 82.9 AP8 - Holts Farm Overbr
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Figure 102.11 AP10 - Oddington Over
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treated as a permeable structure, a
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Figure 142.15 AP14 - Water Eaton Pa
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Figure 162.17 AP16 - Wolvercot Tunn
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Figure 182.19 AP18 - Sheepwash Brid
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Figure 2025
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3.3 The Requirements of the Excepti
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The existing EA Flood Map of the ar
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3.5.4 AP5 - OXD40 UnderbridgeThe de
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It is proposed that the current pro
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The site is on previously-developed
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Table 1 Summary of AssessmentsAsses
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4 Surface Water Runoff Assessments4
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Table 2 Current and post developmen
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4.3 SUDS Design CommitmentsThe prev
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6 ReferencesAtkins (2008). Oxford C
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climate change allowance for the pe
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H1BIBLIOGRAPHY AND LIST OF SOURCES
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H2GAZETTEER OF DESIGNATED SITESA li
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OARef.NoFeatureType19 ListedBuildin
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OA Feature Type Description SourceR
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OARef. No254 ArchaeologicalInvestig
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188G10935110#194195G189- X:\Oxford
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Annex ITraffic and TransportAnnex I
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NLaunton RoadStation ApproachBicest
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Annex I2Bus Capacity Survey
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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 - PM
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Bus Capacity SurveyService 500 - PM
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Bus Capacity SurveyService 700 - PM
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Bicester Bus Capacity SurveyService
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Bicester Bus Capacity SurveyService
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Annex I4Proposed ConstructionRoutei
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NMILLSTREAM VIADUCT RECONSTRUCTIONS
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Parking AccumulationWater Eaton and
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Annex I7S-Paramics Model Outputs:Wa
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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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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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J1INTRODUCTIONChapter 13 of the ES
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ENVIRONMENTAL RESOURCES MANAGEMENTC
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Table J2.1 Additional Train Movemen
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J2.3.4Other Modelling InputsThe exh
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Water Eaton:A4165 (Banbury Road)A41
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Table J3.4Change in Traffic Flows F
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Table J4.3 Conversion Factors from
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K1.1 ANNEX KThis Annex provides det
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Annex LLand Quality
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Table L3Ranking Assessment of Poten
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Human Health Groundwater Surface Wa
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Environmental Statement volume 4 - Chiltern Evergreen3

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