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Classification: OFFICIAL PORep2735 (REDACTED) Classification: OFFICIAL PART A – YOUR DETAILS

Are you:

An Individual An Organisation Other (please specify)

Whitbread PLC

Personal Details* Agent’s Details (if applicable)

**Title Mr

**First Name Euan

**Last Name Brown

Job Title Consultant (if on behalf of an organisation)

Organisation Whitbread Group PLC Walsingham Planning (if applicable)

**Address

Telephone Number

**Email Address

*if an agent is appointed, you may wish to complete only the title and name boxes and, if applicable, the organisation box but please complete the full contact details for the agent.

**Name and either email or address required if you wish to be added to the consultation database (see below).

Consultation Database (Mailing List) The Councils have a Consultation Database (mailing list) used to keep individuals and organisations informed about Planning Policy Documents across both Council areas. Documents include: the Local Plan, Supplementary Planning Documents and Neighbourhood Plans, (please note some plans may not be applicable to your area).

Chiltern District Council and South Bucks District Council are the Data Controllers for the purposes of the Data Protection Act 1998. Individuals and organisations on the Planning Policy Consultation Database will only be contacted by the Councils in relation to the preparation and production of planning policy documents. The Councils will not publish the names of those individuals on the database but may publish names of statutory bodies and organisations at certain stages of the Local Plan process. Please indicate if you want to be added to the joint consultation database (tick box below). Please note: you do not need to tick this box if you received a letter or email notification from the Councils prior to the start of the consultation, as you are already registered.

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PART B – RESPONSE

Green Belt Options – Please Provide your Comments The Councils have concluded that land within the Green Belt will need to be released in order to contribute to meeting development needs to 2036. This is despite maximising opportunities on ‘brownfield land’ or sites within the built areas and on previously developed land in the Green Belt.

The Councils have identified 15 preferred options for development in the Green Belt after taking account of views expressed in a consultation earlier this year and testing a full range of options. All of these preferred options if suitable for development will be needed to contribute to our development needs. They are ‘preferred’ options at this stage as work is on-going to test their suitability.

Further testing following this consultation will establish what infrastructure (e.g. highway improvements, schools, medical facilities etc.) will be needed to support the options moving forward taking into account current pressures and circumstances.

We are consulting on these 15 preferred options to: a) Seek views to help determine their suitability for development; b) Help understand views on what type of development should be sought if suitable and what type of requirements (other than infrastructure) should be secured as part of development; c) Enable comments on the draft technical work supporting the selection of the preferred options; and d) Provide the opportunity for alternative options to be put forward.

Evidence and background documents are available here: www.chiltern.gov.uk/planning/localplan2014- 2036/evidence and www.southbucks.gov.uk/planning/localplan2014-2036/evidence.

When commenting please clearly indicate which preferred option(s) you are commenting on.

Please do not provide any personal information you do not want to be made publically available as these comments may be published at a later date.

Please see consultation response submitted as an email attachment

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www.simpsoneng.com

SITE APPRAISAL FOR PROPOSED ALLOCATION FOR DEVELOPMENT LAND NORTH OF DENHAM ROUNDABOUT DENHAM

PREPARED FOR:

JOB NO: 14457 DATE: 9 December 2016 Revision: A

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DOCUMENT HISTORY

Revision Description Date - First issue. 06.12.16 A Development description revised. 09.12.16

CONTENTS

EXECUTIVE SUMMARY ...... 3

1. INTRODUCTION ...... 5

2. FLOOD RISK ...... 6

3. GROUND CONDITIONS ...... 7

4. FOUL WATER DRAINAGE ...... 8

5. SURFACE WATER DRAINAGE ...... 9

6. UTILITIES ...... 11

7. CONCLUSIONS ...... 14

APPENDICES

APPENDIX A: SFRA FLOOD MAPS

APPENDIX B: PHASE 1 DESK STUDY

APPENDIX C: BGS INFILTRATION SUDS REPORT

JOB NO: 14457 ISSUE NO: A ISSUE DATE: 09.12.2016 Page 2 of 18 AUTHOR: G. Crowther OFFICE: HENLEY CHECKED BY: G. Crowther

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EXECUTIVE SUMMARY

Introduction

This report has been prepared by Simpson Associates on behalf of Whitbread Group PLC in connection with a proposed allocation for development on land north of Denham Roundabout, which is a key site identified in the Chiltern and South Bucks document “Green Belt Preferred Options Consultation: October – December 2016”. This report provides a desk based review of the following key matters:

- Flood Risk - Ground Conditions - Foul Water Drainage - Surface Water Drainage - Utilities

Flood Risk

The site has been identified to be in Flood Zone 1, which is an area not considered to be at risk of tidal or fluvial flooding and deemed suitable for all forms of development in terms of flood risk by the National Planning Policy Framework (NPPF).

The Level 1 Strategic Flood Risk Assessment (SFRA)” available on South Buckinghamshire District Council’s website identifies the south-eastern corner of the site to be a critical drainage area where surface water could accumulate following a rainfall event. The area is the sites natural low point and flooding would be linked to the accumulation of overland runoff from the wider site. It is recommended that this area is considered for use as a strategic Sustainable Urban Drainage System (SUDS) facility such as a balancing pond or wetland that could be designed to minimise the rate of discharge, volume and environmental impact of surface water runoff.

Ground Conditions

A Phase 1 Desk Study has reviewed the sites setting / history / environmental setting and assessed the implications of any potential environmental risks / liabilities / constraints to future development on the site. The Desk Study showed there to be no significant risks associated with land quality or contamination that would prevent development from taking place and concluded that the site is suitable for the type of development assumed.

Foul Water Drainage

It has been established that a 375mm foul sewer crosses the eastern edge of site. Any development proposed on the site should take into consideration the presence of the 375mm sewer ensuring proposed buildings are set back at least 3.0m from the centreline of the sewer. Alternatively the sewer could be diverted to suit the site layout under a Section 185 Agreement with Thames Water.

Development could be provided with a foul water drainage connection to the existing sewer inside the site without causing any detrimental impact to the existing sewer system as any necessary improvements could be requisitioned under Section 98 of the Water Industry Act 1991.

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Surface Water Drainage

It has been established that development could be provided with a surface water drainage connection to the land drainage ditches located along the sites western, southern and eastern boundaries. The ditches would require clearance as part of any development taking place as they have been identified to be heavily overgrown and partially blocked.

It would be necessary to to minimise the rate of discharge / volume / environmental impact of surface water runoff from development using Sustainable Urban Drainage Systems (SUDS). Permeable paving and swales are considered to be the most appropriate SUDS for individual development parcels on the site. These SUDS could be used to attenuate and convey runoff to a balancing pond / wetland strategically located in the south-east corner of the site.

Utilities

It has been established that the site is surrounded by existing electricity / gas / water / telecommunication service infrastructure. Given the presence of this nearby infrastructure it is not anticipated that there would be any substantial difficulty with providing the site with service connections.

Conclusions

No substantial issues have been identified that would prevent development from taking place at the site and it is concluded that the site is suitable for the type of development assumed in terms of flood risk / ground conditions / foul water drainage / surface water drainage / utilities.

JOB NO: 14457 ISSUE NO: A ISSUE DATE: 09.12.2016 Page 4 of 18 AUTHOR: G. Crowther OFFICE: HENLEY CHECKED BY: G. Crowther

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1. INTRODUCTION

1.1 This report has been prepared by Simpson Associates on behalf of Whitbread Group PLC in connection with a proposed allocation for development on land north of Denham Roundabout, which is a key site identified in the Chiltern and South Bucks document “Green Belt Preferred Options Consultation: October – December 2016”.

1.2 The site is identified as “Preferred Option 10” within the document and it is assumed that a business park development could be accommodated comprising a maximum theoretical floor space of approximately 16275m2 with associated infrastructure based on a 35% ratio of the sites overall area of 4.65 Ha on the site.

1.3 Figure 1 below shows the site location with the boundary outlined in red. The site is centred on grid reference TQ 04347 86033 and co-ordinates X:504347 / Y:186033.

Priory Close

Old Mill Road

Site Location

Oxford Road (A40)

Denham Court Drive

Denham Roundabout

Figure 1: Site Location

1.4 This report provides a desk based review of the following key matters:

- Flood Risk - Ground Conditions - Foul Water Drainage - Surface Water Drainage - Utilities

JOB NO: 14457 ISSUE NO: A ISSUE DATE: 09.12.2016 Page 5 of 18 AUTHOR: G. Crowther OFFICE: HENLEY CHECKED BY: G. Crowther

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2. FLOOD RISK

2.1 The flood zone map in Figure 2 below has been taken from the Environment Agencies (EA) website and shows the site and surrounding area to be located outside of Flood Zone 2 and 3. Therefore, the site is deemed to be in Flood Zone 1, which the National Planning Policy Framework (NPPF) considers to be suitable for all forms of development in terms of flood risk.

Site Location

Figure 2: EA Flood Zone Map

2.2 The “Level 1 Strategic Flood Risk Assessment (SFRA)” available on South Buckinghamshire District Council’s website provides an assessment of the extent and nature of flood risk in the local area, allowing more detailed examination of the likely appropriateness of developing sites. The site was not identified to be at risk from most forms of flooding identified on flood mapping included in the SFRA apart from surface water. A full set of the flood maps from the SFRA is included in Appendix A. Figure 3 below shows a map extracted from the SFRA, which identifies the south-eastern corner of the site to be a critical drainage area where surface water could accumulate following a rainfall event.

Critical Drainage Area

Figure 3: Level 1 SFRA Critical Drainage Area Map

JOB NO: 14457 ISSUE NO: A ISSUE DATE: 09.12.2016 Page 6 of 18 AUTHOR: G. Crowther OFFICE: HENLEY CHECKED BY: G. Crowther

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2.3 The area identified on the map is the sites natural low point and flooding would be linked to the accumulation of runoff from the wider site as illustrated on the below surface water flood map taken from the EA’s website.

Figure 4: Level 1 SFRA Critical Drainage Area Map

2.4 To address surface water flood risk, this part of the site should be considered for a strategic Sustainable Urban Drainage System (SUDS) facility such as a balancing pond or wetland that could be designed to minimise the rate of discharge / volume / environmental impact of surface water runoff.

2.5 In terms of flood risk it is concluded that the site is suitable for the type of development assumed and that through the use of SUDS any development could be occupied / operated safely with no increase in the level of flood risk to the site or neighbouring sites.

3. GROUND CONDITIONS

3.1 A Phase 1 Desk Study is included in Appendix B, which reviews the sites setting / history / environmental setting and assesses the implications of any potential environmental risks / liabilities / constraints to future development at the site. It reports that historic British Geological Survey (BGS) borehole records show the ground conditions at the site to comprise of Taplow Gravels to 2.4m bgl overlying firm to stiff Clays with Groundwater at approximately 1.6m bgl.

3.2 The Desk Study showed there to be no significant risks associated with land quality or contamination that would prevent development from taking place and concluded that the site is suitable for the type of development assummed.

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4. FOUL WATER DRAINAGE

4.1 Record information received from Thames Water is shown in Figure 5 below.

375mm Foul Sewer

225mm Foul Sewer

Figure 5: Thames Water Sewer Records

4.2 A 375mm foul sewer is shown to cross the eastern edge of site, which appears to serve the residential areas to the north. A 225mm foul sewer is also identified in the verge outside the site along the south-western boundary.

4.3 Any development proposed on the site should take into consideration the presence of the 375mm sewer ensuring proposed buildings are set back at least 3.0m from the centreline of the sewer. Alternatively the sewer could be diverted to suit the site layout under a Section 185 Agreement with Thames Water.

4.4 Development would discharge foul water to the existing 375mm foul sewer via a traditional gravity sewer network. It is not known if the public sewer system could accommodate foul water flows from the development but any necessary improvements needed to support the development could be requisitioned through Section 98 of the Water Industry Act 1991.

4.5 In terms of foul water drainage it is concluded that the assumed development could be provided with a connection to the public sewer system without causing any detrimental impact to the existing sewer system as any necessary improvements could be carried out under Section 98 of the Water Industry Act 1991.

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5. SURFACE WATER DRAINAGE

5.1 The NPPF Planning Practice Guidance advises that Sustainable Urban Drainage Systems (SUDS) should be used to control surface water runoff close to where it falls as well as to mimic natural drainage as closely as possible with surface runoff discharged as high up the following hierarchy of drainage options as reasonably practicable.

- into the ground (infiltration); - to a surface water body; - to a surface water sewer, highway drain, or another drainage system; - to a combined sewer.

5.2 The methods of disposal are summarised in Table 1 below with an assessment of each methods suitability also provided.

Table 1: Surface Water Runoff Destination Assessment

Surface Water Runoff Assessment Destination Into the ground (infiltration) The “BGS infiltration SUDS Report” included in Appendix C indicates that the site could be susceptible to high groundwater levels, which would be a significant constraint to infiltration SUDS. To a surface water body The nearest surface water body is a pond located approximately 250m east of the site. Given the substantial distance to the pond it would not be considered an appropriate destination for the discharge of surface water runoff from the site. To a surface water sewer, The site falls towards land drainage ditches located on highway drain, or another the western, southern and eastern boundaries, which drainage system would drain any overland flows from the site following heavy rainfall. Given this is the natural destination for surface water flows in the existing situation it is considered suitable to utilise the ditches for the disposal of surface water runoff from the development. To a combined sewer It has been established that it would be appropriate to discharge surface water runoff to the ditches located along the sites boundaries, therefore, it is not necessary to consider the discharge of surface water runoff to a combined sewer.

5.3 Based on the assessment in Table 1 development would discharge surface water runoff to the land drainage ditches located along the sites boundaries. The ditches would require clearance as part of any development taking place they were identified to be heavily overgrown and partially blocked.

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5.4 In line with the requirements of the NPPF it would be necessary to to minimise the rate of discharge / volume / environmental impact of surface water runoff from development using SUDS, which typically include green roofs / rainwater harvesting; soakaways / infiltration systems; infiltration trenches and filter drains; permeable paving; swales and basins; ponds and wetlands. Table 2 below provides an assessment of each methods suitability.

Table 2: SUDS Assessment

System Assessment Parts of proposed building’s roof structure that comprise of a flat roof and do not house M & E plant could be considered for use as green roof, however, green roofs would not be Green Roofs appropriate where pitched roof profiles are proposed, or where building designs comprise of lightweight materials unable to support a green roof. Rainwater harvesting could be considered for proposed Rainwater buildings, however, greywater recycling is likely to be more Harvesting appropriate as there would be a constant and predictable amount of greywater available. The “BGS infiltration SUDS Report” included in Appendix C Soakaway / indicates that the site could be susceptible to high Infiltration Systems groundwater levels, which would be a significant constraint / Infiltration to infiltration SUDS. On this basis infiltration SUDS are not Trenches considered to be appropriate for the site. Although infiltration is unlikely to be possible, permeable Permeable paving lined with an impermeable geomembrane could still Pavements be considered for use in car parks associated with the development. Swales could be used for the conveyance of surface water runoff from development parcels to the sites outfall. Further Swales, basins, to this the south-eastern corner of the site was identified to ponds and be a critical drainage area where surface water could wetlands. accumulate following a rainfall event. This part of the site

should be considered for a strategic SUDS facility such as a balancing pond or wetland.

5.5 Based on the assessment in Table 2, it is considered that permeable paving and swales are considered to be the most appropriate SUDS for individual development parcels. These SUDS could be used to attenuate and convey runoff to a balancing pond / wetland strategically located in the south-east corner of the site. The balancing pond / wetland could in turn be designed to minimise the rate of discharge / volume / environmental impact of surface water runoff in line with the requirements of the NPPF and other relevant SUDS guidance documents including the March 2015 DEFRA Report “Sustainable Drainage Systems: Non-statutory technical standards for sustainable drainage systems” and the CIRIA Report C753 “The SUDS Manual”.

5.6 In terms of surface water drainage it is concluded that the assumed development could be provided with a connection to the existing land drainage ditches located along the sites boundaries with a network of SUDS in the form of permeable paving, swales and a balancing pond / wetland used to minimise the rate of discharge / volume / environmental impact of surface water runoff.

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6. UTILITIES

Electricity

6.1 Record information received from SSE is shown in Figures 6 and 7 below.

Sub-station

HV Cables

Figure 6: SSE HV Records

Sub-station

LV Cables

Figure 7: SSE LV Records

6.2 Figures 6 and 7 show a sub-station to north of site in Priory Close, while HV cables are shown in verge outside the site along the south-western, southern and eastern boundaries, while LV cables are shown in the verge outside the site along south- western boundary.

6.3 Given the presence of nearby electricity infrastructure it is not anticipated that there would be any substantial difficulty with providing an electricity connection to the site.

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Gas

6.4 Record information received from National Grid is shown in Figure 8 below.

LP Main

MP Main

Figure 8: National Grid Gas Main Records

6.5 Figure 8 shows a MP main in Denham Court Drive outside the site along the eastern boundary and in the verge along the western edge of Oxford Road while a LP main is shown in Priory Close to the north.

6.6 Given the presence of nearby gas infrastructure it is not anticipated that there would be any substantial difficulty with providing a gas connection to the site.

Water

6.7 Record information received from Affinity Water is shown in Figure 9 below.

200mm Main

200mm Main Hydrant

900mm Main

Figure 9: Thames Water Watermain Records JOB NO: 14457 ISSUE NO: A ISSUE DATE: 09.12.2016 Page 12 of 18 AUTHOR: G. Crowther OFFICE: HENLEY CHECKED BY: G. Crowther

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6.8 Figure 9 shows a 900mm main in the verge outside the site along the south-western boundary with a 200mm main shown in the verge outside the site along the western boundary with hydrant. A 200mm main is also identified in Denham Court Drive outside the site along the eastern boundary.

6.9 Given the presence of nearby watermain infrastructure it is not anticipated that there would be any substantial difficulty with providing a water connection to the site.

Telecommunications

6.10 Record information received from BT and Virgin Media is shown in Figures 10 and 11 below.

BT Cables

Figure 10: BT Records

Virgin Media Cables

Figure 11: Virgin Media Records

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6.11 Figure 10 shows below ground BT cables and joint boxes in the verge outside the site along the south-western boundary while Figure 11 shows below ground Virgin Media cables in Priory Close to the north and in verge along western edge of Oxford Road.

6.12 Given the presence of nearby telecommunication infrastructure it is not anticipated that there would be any substantial difficulty with providing a telecommunication connection to the site.

7. CONCLUSIONS

7.1 The site is a key site identified in the Chiltern and South Bucks document “Green Belt Preferred Options Consultation: October – December 2016”. The site is identified as “Preferred Option 10” within the document and it is assumed that a business park development could be accommodated on the site comprising a maximum theoretical floor space of approximately 16275m2 with associated infrastructure based on a 35% ratio of the sites overall area of 4.65 Ha.

7.2 The site has been established to be in Flood Zone 1, which is an area not considered to be at risk of tidal or fluvial flooding and deemed suitable for all forms of development in terms of flood risk by the National Planning Policy Framework (NPPF).

7.3 The Level 1 Strategic Flood Risk Assessment (SFRA)” available on South Buckinghamshire District Council’s website identifies the south-eastern corner of the site to be a critical drainage area where surface water could accumulate following a rainfall event. The area is the sites natural low point and flooding would be linked to the accumulation of overland runoff from the wider site. It is recommended that this area is considered for a strategic Sustainable Urban Drainage System (SUDS) facility such as a balancing pond or wetland that could be designed to minimise the rate of discharge / volume / environmental impact of surface water runoff.

7.4 A Phase 1 Desk Study has reviewed the sites setting / history / environmental setting and assessed the implications of any potential environmental risks / liabilities / constraints to future development at the site. The Desk Study showed there to be no significant risks associated with land quality or contamination that would prevent development from taking place and concluded that the site is suitable for the type of development assumed.

7.5 A 375mm foul sewer crosses the eastern edge of site, which appears to serve the residential areas to the north. Development should take into consideration the presence of the 375mm sewer ensuring proposed buildings are set back at least 3.0m from the centreline of the sewer. Alternatively the sewer could be diverted to suit the site layout under a Section 185 Agreement with Thames Water.

7.6 Development could be provided with a foul water drainage connection to the existing sewer inside the site without causing any detrimental impact to the existing sewer system as any necessary improvements could be requisitioned under Section 98 of the Water Industry Act 1991.

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7.7 Development could be provided with a surface water drainage connection to the land drainage ditches located along the sites the western, southern and eastern boundaries. The ditches would require clearance as part of any development taking place as they have been identified to be heavily overgrown and partially blocked.

7.8 It would be necessary to to minimise the rate of discharge / volume / environmental impact of surface water runoff from development using Sustainable Urban Drainage Systems (SUDS). Permeable paving and swales are considered to be the most appropriate SUDS for individual development parcels on the site. These SUDS could be used to attenuate and convey runoff to a balancing pond / wetland strategically located in the south-east corner of the site.

7.9 The site is surrounded by existing electricity / gas / water / telecommunication service infrastructure. Given the presence of this nearby infrastructure it is it is not anticipated that there would be any substantial difficulty with providing the site with service connections.

7.10 No substantial issues have been identified that would prevent development from taking place at the site and it is concluded that the site is suitable for the type of development assumed in terms of flood risk / ground conditions / foul water drainage / surface water drainage / utilities.

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APPENDIX A SFRA FLOOD MAPS

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APPENDIX B PHASE 1 DESK STUDY

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This is a print of the view of the title plan obtained from Land Registry showing the state of the title plan on 21 April 2015 at 08:41:16. This title plan shows the general position, not the exact line, of the boundaries. It may be subject to distortions in scale. Measurements scaled from this plan may not match measurements between the same points on the ground.

This title is dealt with by Land Registry, Leicester Office. Page 47 of 353 ©Crown Copyright. Produced by Land Registry. Reproduction in whole or in part is prohibited without the prior written permission of Ordnance Survey. Licence Number 100026316. ! !

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1 ) * : 2 ) ;< =

/, G ,) !' !' , , 1 2

, 0 1,' , ,6 !

>*? < %+ 7 /0 $$5

1 ) * : 2 ) 5 / =

/, G ,) !' !' , , 1 2

, 1,' , ,6 ! %

>*? ) 0 8 ' * 6 $$ 8 ' * 6 $$ #8 '$ * 6 $+$

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%8 + * 6 $5 ' '# $+$ +- + 6 $% - + 6 $+$ 5- 5 6 $$ $) 5 6 $5$ ) 5 6 $5$ # * 6 $$ # * 6 $$ # ## * 6 $5 % #% * 6 $+$ ' ' 7 6 $5+ +; #$ * 6 $$ ; #$ * 6 $$ 5; #$# * 6 $5 $; #$% * 6 $+$ # %+# *7 6 $$ # %+# *7 6 $$5 # %+% *7 6 $+$ ## %+% *7 6 $5$ #% %$' *7 6 $5+

1$ ) * : 2 ) , ) / ) ! =

/, G ,) !' !' , , 1 2

, 1,' , ,6 !

)6 , 2

1& ) * : 2 ) @ ) + =

/, G ,) !' !' , , 1 2

, , 1,' , ,6 !

)6 , 2

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1 , ))5 )) 3

4 ; ! 1,' , ! +

/, 1 4 ; , 6 ! >*? 0 #'B +' * < $'$ #+B ++ * < $#5 #B * < $# #5B * < $#5 #$B * < $#5 %B * < $#'

! "#$%#&'%# 8 ! &#$%#&'%# Page 63 of 353 % Classification: OFFICIAL PORep2735 (REDACTED)

1 * ) , * +

*7 * *

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! "#$%#&'%# 8 ! &#$%#&'%# Page 64 of 353 ' Classification: OFFICIAL PORep2735 (REDACTED)

1 * ) , *

1 ) ! 2) 3 A

, 6, - = -, , 1 !

22 , 48-, 1,' , !

)6 , 2

22 -@A 48-, - 1,' , !

)6 , 2

22# = ) , 8 @ , , 1 A1, ' , !

)6 , 2

22% = ) 6 4 1,' , !

/, 1 = ) 6 4 , 4 !

) >*? * ! B0 =1 '% ) ,

! "#$%#&'%# 8 ! &#$%#&'%# Page 65 of 353 + Classification: OFFICIAL PORep2735 (REDACTED)

22' = ) 6 4 1,' , !

)6 , 2

22+ -@A B- 1,' , !

)6 , 2

22 8 # % 6 -, !

)6 , 2

225 = ) , 8 1,' , !

)6 , 2

22$ 7 4 @ , , , 6 1 A1, ' , !

)6 , 2

22 9 6 8 1,' , !

)6 , 2

1 27 !

8: -J*4 1,' , !

)6 , 2

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1 * 5 ,))

2#2 *4 = 1,' , !

/, 1*4= , 4 !

) >*? 4 ) !%"; 6" 4 4 !'+ 7 4 !8 %@*4 A '% ## 7 !4 7 = 4 !8 #@ A 5'+ ) !8 - 4 !8 %@*4 A ) 7

2#2 *4 = 1,' , !

)6 , 2

1$ ! * (* 3 , , ##

1 5 , - $$ , 1,' , E

)6 , 2

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1 3 )) - 4 ! +

*7 * *

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1 3 )) - 4 !

1 3 )) !

#22 - 1, , !

)6 , 2

#22 - , 1,' , !

/, 1 , , = :, 7 !

) >*? - !/, : = 4 !%"; 6"$5 ) ,B 0, , = ! 7 = !( = - !" '%# !7)-.+'#. ++ * : !" 5+% 7 / !4 8 = !88; = , ; !%"; 6"$5 = !#") "$5% @7 A !" - !- - ,) , = 4 ! ,B 0, , = ! 7 = !" = - !" * '5 5 7 !" : !" ,1 5+ 7 / !" = !- (- , ; !" @7 A !" = !" - !7272) 01 = 4 ! 6 ,= ) ,

! "#$%#&'%# 8 ! &#$%#&'%# Page 69 of 353 Classification: OFFICIAL PORep2735 (REDACTED)

#22# B.)" 1,' , !

/, 1 , = :, 7 !

) >*? - !- - ,6 ,= * '$2 0!* 03 # 7 ) ,B 0 ,1 5+2 7 / !*.- B*6 !'2

#22% = = -, 1,' , !

/, 1 , = :, 7 !

! ! ;5+ >*? * '#$ #'5 7 / $+$ ,1 5' * '+$ %% 7 / $+$ ,1 5'5$ * '''+ %5 * / $+$ ,1 5

1 - 4 !

#22 1 1,' , !

)6 , 2

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#22 - 1 1,' , !

/, 11 , = :, 7 !

) >*? - !+%) , ; 6 ,= ) , 4 ) !5..' B 0, ,

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$1 ( 3 0 +

*7 * *

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! "#$%#&'%# 8 ! &#$%#&'%# Page 72 of 353 # Classification: OFFICIAL PORep2735 (REDACTED)

$1 ( 3 0

$1 ( )

1,' , ! +

/, 1 , 8 = < 2

(*+5 5 ( 5 >*? '%%+ # 8 ) , , '* 4 = 5+#

$1 , ) / ) !

1,' , !

)6 , 2

$1 ) 2 @) 0 ) 5 ;* (=)

/, , ,, 6 1 1 6 2 /, , 6 1 0 @ 1 6 6 1 6 , 1 0A2 /, , 6 G 6 , 6* 1, 2* 1 , , 6 G 6 , 2

* ,, 6 1,' , ! )6 , 2

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$1$ ) 2 , ;* , + )

/, ,," 1, , 6 1 1 2/, , = / @=/A1, , , 6 2/, , 6 G 6 , 6* 1, 2* 1 , , 6 G 6 , 2

* ,, 1,' , !

)6 , 2

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&1 )5

&1 )

)6 , 2

/, 6 , 6 , '6 2

&1 !+ ) )5

/, 6 , 6 , '6 2

3 B ( + < ;5+ -*)-*)-?=P<*=4/4;4) / /-=:7-?=;: -/4:* ):4/8:)4*8 Q 8=-(4=/-*)-*)-?= -=? -==

&1 C < !) )5

/, 6 , 6 , '6 2

3 B ( + < ;5+ = B"8=4- =- B/:< 8=-(4=/-*)-*)

@) , B!') B A

! "#$%#&'%# 8 ! &#$%#&'%# Page 75 of 353 + Classification: OFFICIAL PORep2735 (REDACTED)

25 )5 25)5 1 D 4 !+ ) )5

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=1 D 4 C < )5 = 3

*7 * *

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! "#$%#&'%# 8 ! &#$%#&'%# Page 77 of 353 5 Classification: OFFICIAL PORep2735 (REDACTED)

1 25 )5 : ! , E ,=) 4 = 3

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! "#$%#&'%# 8 ! &#$%#&'%# Page 78 of 353 $ Classification: OFFICIAL PORep2735 (REDACTED)

1 25 )5 : ! , E . D

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1 25)5 : ) .< F) 5

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! "#$%#&'%# 8 ! &#$%#&'%# Page 80 of 353 # Classification: OFFICIAL PORep2735 (REDACTED)

125 )5 25)5

1 D . !+ ) +

- , 1,, G, E (

; - , - F 1 , 6 3 1,, 7 ; 1 0) 2; , , , , 4 ,< 2

/, 13 ,1, -3 1, @+A!

+ >*? 6 6 1 , , : - 6 1 2 /, 3 3 /, 0 1,1 6,, 6 % 7 < 1 6 1 6 6 1 , , %%# - 6 1 2 /, 3 3

1 D . C < +

- , 1,, 6 0 G, E(

; - , - F 1 , 6 3 1,, 7 ; 1 0) 2; , , , , 4 ,< 2

/, 13 ,1, -3 1,B 0 @+6A!

+ >*? 6 6 1 , , # : - 6 1 2 /, 3 3 6 6 1 , , % %%# - 6 1 2 /, 3 3

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1 . = 3

- , 1 -6 = 1, , E (

/, 1-6 = , -3 1,B 0 @+6A!

) >*? ! = *!5.#$.5.# -? @RA!" ) !) 080 7 , G)? @RA!" @ A"8 .4 .6 : - *!" '' : ) !..$++ + '% 5+ ) !/, 1 G ) !" !7 -/, = 7 - 4 *! ) , ? ) !.+.$$ )/ ! ? ) ! * !-*::- 44:*=/) -? @RA!$5$ ! G)? @RA!'%2+ = *!5.#$.5.# : - *!" ) ! 4 ") * '%' : ) !'.$.$++ 5 ) !/, 1 ,1 5' G ) !" !, * ) ,"7 B 4 *! )/ ! ? ) !.%.5 * ! 4/*<4=4 4/) ? ) ! ! -? @RA!$5$ = *!5.#$.5.# G)? @RA!'%2+ ) ! 4 " 4 : - *!" * '%' ) : : ) !'.$.$++ 5 ,1 5' ) !/, 1 G ) !" !, * ) ,"7 B 4 *! )/ ! ? ) !.%.5 * ! 4/*<4=4 4/) ? ) ! -? @RA!$5$ ! G)? @RA!'%2+ = *!5.#$.5.# : - *!" ) ! 4 ") * '% : ) !'.$.$++ 5% ) !/, 1 ,1 5'' G ) !" !, * ) ,"7 - 4 *! )/ ! ? ) !.%.5 * ! 4/*<4=4 4/) ? ) ! ! -? @RA!$5$ = *!5.#$.5.# G)? @RA!'%2+ ) ! 4 " 4 : - *!" * '% ) : : ) !'.$.$++ 5% ,1 5'' ) !/, 1 G ) !" !, * ) ,"7 - 4 *! )/ ! ? ) !.%.5 * ! 4/*<4=4 4/) ? ) ! -? @RA!" ! G)? @RA!" = *!5.#$.5.# : - *!" ) ! 4 ") * '%' : ) !'.$.$++ 5' ) !/, 1 ,1 5' G ) !" !7 F6F-* 1) , 4 *! )/ ! ? ) !..$$# * !B/ 4/J:* ? ) !

! "#$%#&'%# 8 ! &#$%#&'%# Page 82 of 353 ## Classification: OFFICIAL PORep2735 (REDACTED)

) >*? ! -? @RA!" = *!5.#$.5.# G)? @RA!" ) ! 4 " 4 : - *!" * '%' ) : : ) !'.$.$++ 5' ,1 5' ) !/, 1 G ) !" !7 F6F-* 1) , 4 *! )/ ! ? ) !..$$# * !B/ 4/J:* ? ) ! ! -? @RA!" = *!5.#$.5.# G)? @RA!" ) ! 4 " 4 : - *!" * '% ) : : ) !'.$.$++ 5%' ,1 5' ) !/, 1 G ) !" !7 FF-* 1) , 4 *! )/ ! ? ) !..$$# * !B/ 4/J:* ? ) ! -? @RA!" ! G)? @RA!" = *!5.#$.5.# : - *!" ) ! 4 ") * '% : ) !'.$.$++ 5%' ) !/, 1 ,1 5' G ) !" !7 FF-* 1) , 4 *! )/ ! ? ) !..$$# * !B/ 4/J:* ? ) ! ! -? @RA!" = *!5.#$.5.' G)? @RA!" ) ! 4 " 4 : - *!" ) : * '%$ : ) !#..$+ $ * ) !/, 1 ,1 5+$ G ) !" !7 -) ,8 * ) , 4 *! G ? ) !#..$+ )/ ! ? ) ! * !-= ! -? @RA!" = *!5.#$.5.' G)? @RA!" ) ! 4 ") : - *!" * '%$ ) !/, 1 : ) !#..$+ $ * ,1 5+$ !7 -) ,8 * ) , G ) !" G 4 *! )/ ! ? ) !#..$+ * !-= ? ) ! ! -? @RA!$5$ = *!5.#$.5.# G)? @RA!'%2+ ) ! 4 " 4 : - *!" * '%%+ ) : : ) !'.$.$++ $$# ,1 5%$ ) !/, 1 G ) !" !, * ) ,"7 8 4 *! )/ ! ? ) !.%.5 * ! 4/*<4=4 4/) ? ) ! -? @RA!$5$ ! G)? @RA!'%2+ = *!5.#$.5.# : - *!" ) ! 4 ") * '%%+ : ) !'.$.$++ $$# ) !/, 1 ,1 5%$ G ) !" !, * ) ,"7 8 4 *! )/ ! ? ) !.%.5 * ! 4/*<4=4 4/) ? ) ! ! -? @RA!" = *!5.#$.5.# G)? @RA!" ) ! 4 " 4 : - *!" * '%% ) : : ) !'.$.$++ # ,1 5%$ ) !/, 1 G ) !" !7 F F-* 1) , 4 *! )/ ! ? ) !..$$# * !B/ 4/J:* ? ) !

! "#$%#&'%# 8 ! &#$%#&'%# Page 83 of 353 #% Classification: OFFICIAL PORep2735 (REDACTED)

) >*? -? @RA!" ! G)? @RA!" = *!5.#$.5.# : - *!" ) ! 4 ") * '%% : ) !'.$.$++ # ) !/, 1 ,1 5%$ G ) !" !7 F F-* 1) , 4 *! )/ ! ? ) !..$$# * !B/ 4/J:* ? ) ! -? @RA!" ! G)? @RA!" = *!5.#$.5.'## : - *!7-.+#'$ ) ! 4 ") * '#++ : ) !..$$ + 7 ) !/, 1 ,1 5'+ G ) !#..% !B , -S ; ) , 4 *! )/ ! ? ) !..$$ * !8=-S ? ) ! ! -? @RA!' = *!5.#$.5.'$#. G)? @RA! ) ! 4 ") : - *!*.7.$$ * '#+'5 ) !/, 1 : ) !.%.% $ 7 ,1 5'%' !S ; ) ,"6 , G ) !#.#.+ )/ ! 4 *! * ! 4 - ? ) !+..% ? ) ! ! -? @RA!' = *!5.#$.5.'$# G)? @RA! ) ! 4 ") : - *!*.7.$%+ * '#+' ) !/, 1 : ) !%..' # 7 ,1 5'' !S ; ) ,"6 , G ) !#.#.% )/ ! 4 *!# * ! 4 - ? ) !'.. ? ) ! -? @RA!%'%+ ! G)? @RA!+# = *!5.#$.5. : - *!" ) ! 7 ,. 7 , * ''#+ : ) !5..$+' 5 ) !/, 1 ,1 5'' G ) !" !- ) ,B 0 "B , 8 4 *! )/ ! ? ) !5.$.# * !-=4*/:*B<4*-S=/) ? ) ! -? @RA!" ! G)? @RA!" = *!5.#$.5. : - *!" ) ! 7 ,. 7 , * ''#+ : ) !5..$+' 5 ) !/, 1 ,1 5'' G ) !" !B , 8-- ) ,B 0 2 4 *! )/ ! ? ) !.. * !-B:<:/4=4 4/) ? ) ! -? @RA!%'%+ ! G)? @RA!+# = *!5.#$.5. : - *!" ) ! 7 ,. 7 , * ''% : ) !5..$+' + ) !/, 1 ,1 5'5 G ) !" !- ) ,B 0 "B , B 4 *! )/ ! ? ) !5.$.# * !-=4*/:*B<4*-S=/) ? ) ! -? @RA!" ! G)? @RA!" = *!5.#$.5. : - *!" ) ! 7 ,. 7 , * ''% : ) !5..$+' + ) !/, 1 ,1 5'5 G ) !" !B , B-- ) ,B 0 4 *! )/ ! ? ) !.. * !-B:<:/4=4 4/) ? ) !

! "#$%#&'%# 8 ! &#$%#&'%# Page 84 of 353 #' Classification: OFFICIAL PORep2735 (REDACTED)

) >*? ! -? @RA!%' = *!/.#$.5.#' G)? @RA!+ ) ! 7 , : - *!*.7.5 * '%+# ) !/, 1 : ) !.%.% # ,1 5% !=-* 1) ,D G ) !#.#.+ B 0, , 4 *! )/ ! ? ) !.%.% * !< =-C=4 4/) ? ) ! -? @RA!%'%+ ! G)? @RA!+# = *!5.#$.5. : - *!" ) ! 7 ,. 7 , * ''#' : ) !5..$+' #% ) !/, 1 ,1 5' G ) !" !- ) ,B 0 "B , - 4 *! )/ ! ? ) !5.$.# * !-=4*/:*B<4*-S=/) ? ) ! -? @RA!" ! G)? @RA!" = *!5.#$.5. : - *!" ) ! 7 ,. 7 , * ''#' : ) !5..$+' #% ) !/, 1 ,1 5' G ) !" !B , --- ) ,B 0 2 4 *! )/ ! ? ) !.. * !-B:<:/4=4 4/) ? ) ! ! -? @RA!%' = *!5.#$.5.+ G)? @RA!+ ) ! 7 , : - *!*.5.' * '%' ) !/, 1 : ) !+.. #+ ,1 5%+5 ! 9 * 1) ,D G ) !#.#.% B 0, , 4 *! )/ ! ? ) !+.. * !< =-C=4 4/) ? ) ! -? @RA!" ! G)? @RA!" = *!5.#$.5. : - *!" ) ! 7 ,. 7 , * ''% : ) !5..$+' ' ) !/, 1 ,1 5' G ) !" !B , B- 4 *! )/ ! ? ) !5..$+' * !--*):*-*):*=4 4/) ? ) ! -? @RA!" ! G)? @RA!" = *!5.#$.5. : - *!" ) ! 7 ,. 7 , * ''% : ) !5..$+' ' ) !/, 1 ,1 5' G ) !" !B , --- 4 *! )/ ! ? ) !5..$+' * !--*):*-*):*=4 4/) ? ) ! -? @RA!" ! G)? @RA!" = *!5.#$.5. : - *!" ) ! 7 ,. 7 , * ''% : ) !5..$+' ' ) !/, 1 ,1 5' G ) !" !B , 8-- 4 *! )/ ! ? ) !5..$+' * !--*):*-*):*=4 4/) ? ) ! ! -? @RA!+ = *!5.#$.5.'$ G)? @RA!$ ) ! 7 , : - *!*.7.+$ * ''' ) !/, 1 : ) !$.#.$$ %55 * ,1 5 !7 - , G ) !" )/ ! 4 *! * !-*:*D<-(:)<8/<: ? ) !#.5. =/) ? ) !

! "#$%#&'%# 8 ! &#$%#&'%# Page 85 of 353 #+ Classification: OFFICIAL PORep2735 (REDACTED)

) >*? ! -? @RA!555 = *!5.#$.5.# G)? @RA!555 ) !; ,; .8 /, , 1 : - *!" * '$ ) !/, 1 : ) !#.+.$++ + 7 ,1 5' !* - B , -B , G ) !" ; 4 4 *! )/ ! ? ) !.%.$$' * !-/ ? ) !

1$ ! 4 = 3

- , 7 -6 = 1, , E (

/, 1 7 -6 = , -3 1,B 0 @+6A!

" ;", <,=> #? !"5 ;", <,=> !" #$%&' () *' &' +) ''" % !) ) *, )- +) % *." ()@" ) ! / 0) 1" !, 1) 2"- 1"34 ?')5 ! % !, 8 ! *5' / ;) ) ! , 6&17829#980 2( : 1( *! ;) . ! " ;", <,=> #? !"5 ;", <,=> !" #$%&' () *' &' +) ''" % !) ) *, )- +) % *." ()@" ) ! / 0) 1" !, 1)4 !,4 ?')5 ! % 6$ 8 ! *5' / ;) ) ! , 6&17829#980 2( : 1( *! ;) . ! " ;", <,=> #? !"5 ;", <,=> !" ')5 8))@ % !) ''" % !) ) *, )- +) % *." ()@" ) ! / 0 %3 ( 0) ".)3) ?')5 ! % #-". :),4 8) 9 8 ! *5' ;) ) ! , A( ;) . !

! "#$%#&'%# 8 ! &#$%#&'%# Page 86 of 353 # Classification: OFFICIAL PORep2735 (REDACTED)

1& ,=) 4 = 3

- , 6 7 -6 = 1, , E (

/, 16 7 -6 = , C 6 7 -6 = @+ A!

) >*? ! = *!5.#$.5.# -? @RA!" ) !) 080 7 , G)? @RA!" @ A"8 .4 .6 : - *!" '' : ) !..$++ '% 5+ ) !/, 1 G ) !" !7 -/, = 7 - 4 *! ) , ? ) ! )/ ! ? ) ! * !-*::- 44:*=/)

1 ! , E

- , C 1,' , E *

)6 , 2

1' ! , E . ( D

- , C 1,, 8 -3 1,' , E *

C , 6 1, , , , 6 1 2 3 1 6 , , 1 6 @ 22 A2/, 6 , , G , 3 9 6 0 C 1, , , 6 2

)6 , 2

! "#$%#&'%# 8 ! &#$%#&'%# Page 87 of 353 #5 Classification: OFFICIAL PORep2735 (REDACTED)

16 . @) = ) 5 ! ) 3 , )

4 , - 1 6 , 1,' , E (

() ! ) @) = ) 5 ( 5 + >*? 1, , 3 I -3 .,= , , 6 , ,1 : 6 1 0 1 2

1# F) 5

4 , - 31,' , E (

+2$2B D!

B D 6 1 3 5# 6 1, , 2/, -@F? FA;@FB FA2

/, 1B D ,1, @+ A!

C ) ) F) 5 F) 5 >*? & ' 6 # * !; '' ,!8 " +#B * ---BB 5+#+ . ,! , * * !8 * ''5 # ,! @, ,A" 6 BBBB8 ,1 5+' . ,! ,* * !; * ''# 5' ,! : "; ---BB ,1 5+$ . ,! ,* * ! <8 * '' @ , ,A 5$ 8888B ,1 5'' ,! "* 1) , . ,! ,* * ! <8@ 1 ,A * ''# % ,! "4 B 888 ,1 5%$ . ,! , *

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+2$28, D!

8, 3 6 , D- 4 , @D-4A2 4 , , G 247 , 6 G @B:)A G 2/, -@F? FA;@FB FA2

/, 18, D ,1, @+ A!

( * ) F) 5

F) 5 & ' 6 # >*? * !8 '' ,! @, ,A" +5 +$+ * B888B 5+# 6 . ,! * * !; '' ,!8 " +$B * -BB88 5+#+ . ,! , * * !8 ,! @, ,A" * ''5 # 6 B888B ,1 5+' . ,! , * * ! @ 1 ,A * ''# ,! "4 B % 88))) ,1 5%$ . ,! , *

1 ) .<

- , ) * 1 0 1,' , E (

/, 1) * 1 0 , @+ A!

) >*? * ! 6 / ! #$ * 7 , * !" !8 < - * !"

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- , 1 1,' , E (

/, 1 1 !

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'1 * 5 /) + ,) >* ?

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! "#$%#&'%# 8 ! &#$%#&'%# Page 90 of 353 % Classification: OFFICIAL PORep2735 (REDACTED)

'=1 * 5 < /) * ! >/!? +

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! "#$%#&'%# 8 ! &#$%#&'%# Page 91 of 353 % Classification: OFFICIAL PORep2735 (REDACTED)

' /)

'1 () E /)

4 , 1,' - C E *

- C , 66 6 1 @2HA @HA 6 1 @2HA @2'HA , 2- >; !

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'1 () E /)

4 , 1,' - C # E *

C # ,1 , G 1,@HA , 1,@2'HA , 2- >; 2

)6 , 2

'1 < /) * ! >/!? /)

7, , ,, 0 E ? =1

/, - ; 6 0 ' 1,, , , 6 2/, , 66,, 1 6 ,6 , 2

; , , 1,? =1@ ,A , 2

'1$ /)

- , ; ) 1,' , E * )6 , 2

'1& = * /)

- , 6 ; ) 1,' , E *

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'1 = * /) !

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'1' . /) ! + = ) 5

22- , B , 1 6 1,' , 6 , E (

) , 8 1 ; ) ; E ) ;

* ! 1 , 6 1, ,1 3 1, , 3 @ ) ; A 1, 3 @8 1 ; A2

227, , ,, 6 1 , , 6 , E

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/, , "=1 ,2/, , B , , 6 1 2/, 6 , , , 24 1, 1 , 6 , 6 1, 24, 1, ,, , 6 6 1, 2

! "#$%#&'%# 8 ! &#$%#&'%# Page 93 of 353 %% Classification: OFFICIAL PORep2735 (REDACTED)

61 * ))5 ! ! +

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61 * ))5 ! !

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