F. Geology & Hydrology ( PDF | 31.0 MB ) - RWE.com

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Appropriate construction techniques, such as frequent cross drains, will be used to ensure hydrological connectivity remains in any areas of peat crossed by new access tracks. ENVIRONMENTAL RESOURCES MANAGEMENT <strong>RWE</strong> NPOWER RENEWABLES LTD 27
Appendix 1 CCW Consultation
Page 1 and 2: Annex F Geology and Hydrology • F
Page 3 and 4: F1 WATER RESOURCES AND FLOODING - L
Page 5 and 6: After the GQA has been conducted, a
Page 7 and 8: Protection Zones (SPZs) across Engl
Page 9 and 10: F1.13 CLWYD STRUCTURE PLAN SECOND A
Page 11 and 12: CONTENTS 1 INTRODUCTION 1 2 ASSESSM
Page 13 and 14: 2 ASSESSMENT METHODOLOGY 2.1 INTROD
Page 15 and 16: • Each peat probing location was
Page 17 and 18: 3 RESULTS 3.1 DESK STUDY RESULTS 3.
Page 19 and 20: lower horizon. From these soil seri
Page 21 and 22: Figure 3.3 Wilcocks 2 Comprising So
Page 23 and 24: y their peat-forming vegetation). I
Page 25 and 26: Table 3.2 Peat survey results at pr
Page 27 and 28: BGS superfiical Phase 1 Turbine NSR
Page 29 and 30: BGS superfiical deposits and underl
Page 31 and 32: Table 3.3 Existing and new access t
Page 33 and 34: 3.2.4 Peat Loss Calculations Direct
Page 35 and 36: Infrastructure component Access tra
Page 37: 4 RECOMMENDED MITIGATION MEASURES 4
Page 41 and 42: CCW are of the view that the impact
Page 43 and 44: Undertaking'. Within this document
Page 45 and 46: Section 42 and LBAP Species/Habitat
Page 47 and 48: We recommend the inclusion of detai
Page 49 and 50: APPENDIX 1: EUROPEAN PROTECTED SPEC
Page 51 and 52: CADEIRYDD/CHAIRMAN: JOHN LLOYD JONE
Page 53 and 54: Peat depth Peat depth is some refec
Page 55 and 56: Annexe 1: 1.1 Overview (limited ext
Page 57 and 58: Yours sincerely Name Title Enc cc.
Page 59 and 60: It would be useful to define what i
Page 61 and 62: • If peat is identified through d
Page 63 and 64: 1 PHOTOLOG OF SURVEY LOCATIONS Figu
Page 65 and 66: Figure 1.5 Turbine 4 Figure 1.6 Tra
Page 67 and 68: Figure 1.9 Track past Turbine 7 Fig
Page 69 and 70: Figure 1.13 Turbine 11 - Dense fore
Page 71 and 72: Figure 1.17 Turbine 13 Figure 1.18
Page 73 and 74: Figure 1.21 Turbine 19 Figure 1.22
Page 75 and 76: Figure 1.25 Track past Turbine 25 F
Page 77 and 78: Appendix 3 Detailed Results Figures
Page 79 and 80: KEY: 0.15m 0.08m 0.2m 0.28m 0.18m 0
Page 81 and 82: KEY: Development Area Turbine Sampl
Page 83 and 84: KEY: TURBINE 4 Development Area Tur
Page 89 and 90:
KEY: Development Area Turbine Sampl
Page 91 and 92:
KEY: TURBINE 22 Development Area Tu
Page 93 and 94:
KEY: TURBINE 26 Development Area Tu
Page 95 and 96:
KEY: 0.2 0.12 Development Area Turb
Page 97 and 98:
National Soil Resources Institute S
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National Soil Resources Institute A
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National Soil Resources Institute W
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National Soil Resources Institute 1
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National Soil Resources Institute M
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National Soil Resources Institute P
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National Soil Resources Institute a
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National Soil Resources Institute B
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National Soil Resources Institute e
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National Soil Resources Institute a
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National Soil Resources Institute B
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Annex F4 Flood Consequences Assessm
Page 215 and 216:
Flood Consequences Assessment - Clo
Page 217 and 218:
Contents Executive Summary ........
Page 219 and 220:
1 Introduction 1.1 Objectives Walli
Page 221 and 222:
Runoff rates under 100-year storm t
Page 223 and 224:
2 Description of the Site 2.1 Backg
Page 225 and 226:
Steep channel with forest debris cl
Page 227 and 228:
Figure 3 Location of proposed turbi
Page 229 and 230:
2.4 Catchment Delineation An assess
Page 231 and 232:
Outfall grid reference Total catchm
Page 233 and 234:
Tests were attempted at two sites w
Page 235 and 236:
The long term impacts on the surfac
Page 238 and 239:
4 Flood Consequences Assessment 4.1
Page 240 and 241:
4.3 Current Flood Risk In summary,
Page 242 and 243:
Analyses are not presented for the
Page 244 and 245:
WRAP fractional extents of 0.75 WRA
Page 246 and 247:
5.3 Calculation of Existing Greenfi
Page 248 and 249:
Afon Alwen No. 3 Afon Alwen No. 4 R
Page 250 and 251:
1. Do nothing - on the grounds that
Page 252 and 253:
5.6 Construction Appropriate method
Page 254 and 255:
On the basis of a literature review
Page 256 and 257:
Robinson, M. and Dupeyrat, A. 2005.
Page 258 and 259:
Clocaenog Methodology and reasons f
Page 260 and 261:
Clocaenog Methodology for mineral s
Page 262 and 263:
Clocaenog Methodology for mineral s
Page 264 and 265:
1.1 OVERVIEW CLOCEANOG WIND FARM BO
Page 266 and 267:
Table1.1 Forest and Water Guideline
Page 268 and 269:
Table 1.2 Borrow pit search areas S
Page 270 and 271:
Table 1.3 Recommended borrow pit lo
Page 272 and 273:
Name Easting Northing Search Area N
Page 274:
360000 .000000 359000 .000000 35800
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