51 bridge road east welwyn garden city

51 BRIDGE ROAD EAST

WELWYN GARDEN CITY

ARBORICULTURAL

IMPACT

ASSESSMENT

&

METHOD

STATEMENT

Written by: M. Welby

Checked by: A Bigg

Date: 23/05/2017

Ref: TWNT20946aia-ams

Revision: D: 16.01.2018

51 Bridge Road East, Welwyn Garden City

Arboricultural Impact Assessment and Method Statement

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ACD Environmental Ltd

Table of Contents

1.0 Executive Summary ................................................................................................... 3

2.0 Introduction ................................................................................................................ 4

3.0 Arboricultural Impact Assessment ............................................................................. 5

3.2. Tree Preservation Orders ...................................................................................... 53.3. Trees proposed for removal & surgery .................................................................. 53.4. Demolition, site clearance & archaeology ............................................................. 63.5. Construction within RPAs ...................................................................................... 63.6. Access and working room within RPAs ................................................................. 63.7. Protection fencing ................................................................................................. 73.8. Services ................................................................................................................. 7

4.0 Arboricultural Method Statement ............................................................................... 8

4.1. Phasing of operations & site supervision .............................................................. 84.2. Construction exclusions zone ............................................................................... 94.3. Tree protection barriers ....................................................................................... 104.4. Ground protection ............................................................................................... 134.5. Site storage, parking, welfare facilities, etc ......................................................... 164.6. Tree surgery and removal ................................................................................... 164.7. Soft landscaping .................................................................................................. 174.8. Installation of underground services ................................................................... 184.9. Installation of boundary fencing within protected areas ...................................... 204.10. Installation of ‘no-dig’ path surface .................................................................... 20

Appendix: Tree Protection Plan ........................................................................................ 24



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1.0 Executive Summary

1.1. ACD was initially instructed, to carry out a tree survey, and present constraints details

in accordance with BS5837:2012 Trees in relation to design, demolition and

construction. This was to identify the quality and value of existing trees on the site,

allowing decisions to be made as to the retention or removal of trees during

development. Subsequently, the subject layout has been produced and is in line with

recommendations of the British Standard. Adequate protection can be provided to

ensure all retained trees are protected throughout development.

1.2. The proposal is described as: Demolition of office building (Class B1) and

redevelopment to provide 54 no. 1 and 2 bed residential apartments, associated

access and car parking, amenity space and landscaping.

1.3. Two trees are proposed for removal, both of low quality: 1No. hornbeam and 1No.

whitebeam (category C) from within the site are to be removed.

1.4. A section of no-dig path is proposed within the RPA of T19.

1.5. There are no tree preservation orders (TPOs) present on any trees on, or adjacent to

the site, nor is the site within a conservation area.

1.6. The relationship between the building and retained trees is sustainable and is not

likely to result in any unreasonable ‘pressure to prune’ requests from future

occupants.

1.7. The arboricultural method statement and tree protection plan include details of all tree

protection measures required.

1.8. The tree protection must be erected after tree removals and surgery but before any

demolition or construction contractor enter the site, and before any soil stripping takes

place.

1.9. There will be no changes in levels, service routeing, machine activity, storage of

materials or site hut positioning within areas to be protected, and the protective

fencing shall remain in position for the duration of the construction process.



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2.0 Introduction

2.1. Taylor Wimpey instructed ACD Environmental in May 2017 to prepare the following

impact assessment.

2.2. Following the recommendations of the British Standard1, this report includes the

necessary information to support a planning application. It demonstrates that the

impact, both direct and indirect, of the proposed development within the site, has

been assessed and where appropriate, mitigation and tree protection proposed.

2.3. The implementation of the protection methods recommended within this report is

critical for ensuring the retained trees are successfully protected through the

construction process and must be implemented prior to any work on the site.

2.4. This assessment is based on the supplied layout drawing, ref: 0480-1000-G and the

preceding ACD Tree Report ref: TWNT20946trA

2.5. The controlling authority is Welwyn Hatfield Borough Council, who can be contacted

at Welwyn Hatfield Borough Council Offices, The Campus, Welwyn Garden City,

Hertfordshire, AL8 6AE, Tel: 01707 357 000.

2.6. This assessment considers the impact of the development on the constraints posed

by the retained trees (both beneath ground: the root protection area (RPA), and above

ground: the canopy).

2.7. Direct impact from development comes in six main forms: 1) Surface installation

within RPAs, 2) Root loss from excavation for foundations, drainage and other utilities

within RPAs, 3) Soil stripping, removal and level changes within RPAs, 4) Excessive

access facilitation pruning to retained trees, 5) Soil compaction from storage and

vehicle movements within RPAs, 6) Soil contamination.

1 BS5837:2012 Trees in relation to design, demolition and construction- Recommendations, London: British

Standards Institute



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2.8. Indirect impact can come from changes to the site hydrology, future pressure to prune

or fell, failure of trees exposed by removal of neighbouring trees, and other

environmental changes which can take several years to manifest.

2.9. The RPA for each tree represents a minimum area in m² that should be left

undisturbed around each retained tree. This is initially represented by a circle but is

often adjusted to account for constraints to root growth within the site (primarily

highways and buildings). It is, therefore, important to ensure the protection of trees

both above and below ground. Recommendations are provided in the British

Standard as to the protection of existing trees before, during and after development.

This is achieved by ensuring the tree protection plan and arboricultural method

statement are implemented before any commencement on site.

3.0 Arboricultural Impact Assessment

3.1. The proposal is described as: Demolition of office building (Class B1) and

redevelopment to provide 54 no. 1 and 2 bed residential apartments, associated

access and car parking, amenity space and landscaping. The layout of which can be

seen on the appended plan.

3.2. Tree Preservation Orders

3.2.1. There are no tree preservation orders (TPOs) present on any trees on, or

adjacent to the site, nor is the site within a conservation area.

3.3. Trees proposed for removal & surgery

3.3.1. The following trees are proposed for removal:

• Category C (low quality): T22 & T18

3.3.2. Following the preliminary recommendations made at the time of the survey

and works necessary to facilitate construction of the proposed development, tree

works are recommended and listed in the method statement. This work includes:



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• Crown reduction of T21 to facilitate construction and improve light

levels into the building.

3.4. Demolition, site clearance & archaeology

3.4.1. To ensure damage does not occur to trees highlighted for retention, tree

protection fencing must be erected before ANY plant/vehicles entering site

whatsoever. This should be subject to a pre-commencement site meeting between

the developer and the project arboriculturist.

3.4.2. No special demolition procedures need be observed on this site, other than

respecting the tree protection fencing.

3.5. Construction within RPAs

3.5.1. The construction of all buildings is proposed outside the RPAs of retained

trees.

3.5.2. Where the circular RPA passes under the existing asphalt, it is the author’s

experience that there will be limited root development in these areas and therefore

no tree protection measures are required. Hence, the fencing is aligned along the

existing kerb line.

3.5.3. The footpath linking Block D with Tewin Road passes through T18 (hence its

removal) and is within the RPA of sycamore T19. Therefore, it will be installed above

existing grade using a no-dig surface.

3.6. Access and working room within RPAs

3.6.1. Space is required for scaffold erection and working room within the RPA of

T21. Following the recommendations of 6.2.3 of the British Standard, ground

protection could be employed to retain the underlying soil structure and avoid

detriment to roots. However, given the operational issues with implementing ground

protection, an alternative solution is proposed, in that the protection areas is



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extended contiguous to the RPA2. We are comfortable with this approach and that it

will not be deleterious to the health of the tree. Nonetheless, should the council wish

to see the installation of ground protection, this can be enforced by a suitably worded

planning condition.

3.7. Protection fencing

3.7.1. Figure 2 of the British Standard recommends a standard fencing design for

tree protection. This is a weld mesh panel design, mounted upon a well-braced

scaffold framework. This is perfectly adequate for this site and all the retained trees

can be suitably protected by its erection before any works start on site whatsoever.

3.8. Services

3.8.1. Full details of the service and utility provisions for the site remain to be

finalised. However, there is adequate space for utility trenches to access the site

whilst avoiding RPAs and exclusion zones.

2 Section 5.3a). BS5837:2012 Trees in relation to design, demolition and construction- Recommendations,

London: British Standards Institute.



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4.0 Arboricultural Method Statement

TO BE READ IN CONJUNCTION WITH THE APPENDED TREE

PROTECTION PLAN REF: TWNT20946-03

4.1. Phasing of operations & site supervision

4.1.1. The tree protection and other arboricultural works must be carried out in the

following order:

Operation Present Notes

1 Tree removals

& surgery Tree contractor

See Tree Protection

Plan for trees to be

removed

2 Protection

barriers

erected

Fencing contractor

See Tree Protection

Plan for position and

type of barriers

3 Pre-start

meeting

ACD, site manager,

groundwork,

foreman, demolition

foreman

To ‘sign-off’ protection

prior to any plant

activity, demolition &

groundworks on site

4 Installation of

no-dig path

ACD, site manager

and groundwork staff

See method

statement

4

Removal of

protection

barriers and

landscape

work

ACD, landscape

contractor, site

manager

See method

statement

4.1.2. Supervision is required should any unplanned access and/or work be

required in the construction exclusion zone.

4.1.3. Supervision will require the arboriculturist to be present throughout the task,

to ensure all the arboricultural objectives are met. If the task is to take a long period

of time, provided the arboriculturist is satisfied, and after an initial ‘tool-box talk’, the

supervision may be reduced to telephone contact between the site

foreman/contractor and arboriculturist.



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4.2. Construction exclusions zone

4.2.1. Barriers and/or ground protection must be used to protect all retained trees

before any machinery or materials are brought onto the site, and before any

demolition, development or stripping of soil commences.

4.2.2. Where all activity can be excluded from the RPA, vertical barriers must be

erected to create the construction exclusion zone (CEZ). The default position of

which is shown on the appended Tree Protection Plan.

4.2.3. Where, due to site constraints, construction activity cannot be fully or

permanently excluded from all, or part of a tree’s RPA, appropriate ground protection

can be installed.

4.2.4. It is the responsibility of everyone engaged in the construction process to

respect the tree protection measures and observe the necessary precautions within

and adjacent to them.

4.2.5. Inside the exclusion zone, the following shall apply:

• No mechanical excavation whatsoever.

• No excavation by any other means without arboricultural site

supervision.

• No hand digging without a written method statement having first been

approved by the project arboriculturist.

• No lowering of levels for any purpose (except removal of grass sward

using hand tools).

• No storage of plant or materials.

• No storage or handling of any chemical including cement washings.

• No vehicular access.

• No fire lighting.

4.2.6. In addition to the above, further precautions are necessary adjacent to trees:

• No substances injurious to tree health, including fuels, oil, bitumen,

cement (including cement washings), builders sand, concrete mixing



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and other chemicals shall be stored or used within or directly adjacent

to the protection area of retained trees.

• No fire shall be lit such that flames come within 5m of tree foliage.

4.3. Tree protection barriers

4.3.1. The construction exclusion zone will be protected as per the appended tree

protection plan that shows the default alignment of the tree protection barriers, to be

installed prior to any of the following taking place:

• Archaeology

• Demolition

• Plant and material delivery

• Soil stripping

• Utility installation

• Construction works

• Landscaping

4.3.2. Stages of installation of barriers:

1) Hand clearance of any vegetation to allow clear working access.

2) Setting out of node points

3) Barriers erected

4) Site meeting with project arboriculturist to ‘sign-off’ tree protection

fencing.

5) Site accessible to demolition/construction traffic

4.3.3. Once erected, all barriers will be regarded as sacrosanct, and will not be

removed or altered without prior recommendation by the project arboriculturist and

approval of the local planning authority.

4.3.4. The default barrier construction is suitable for areas of high-intensity

development and shall comprise of interlocking weld-mesh panels, well braced to

resist impacts by attachment to a scaffold framework that is set firmly into the ground.

A detailed specification can be found on the TPP.



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4.3.5. The images below are alternative barrier designs that have been successfully

used on site and that ACD are happy to support if a variation from the default style

is required. If such a variation is necessary, the approval of the project arboriculturist

will be obtained prior to any implementation on site.

4.3.6. Once barriers and/or ground protection have protected the exclusion zone,

construction work can commence.

4.3.7. All weather notices should be erected on the barriers (for example see figure

below).

Tree protection sign (download from http://www.acdenvironmental.co.uk)



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Weld-mesh panels on scaffold uprights

Weld-mesh panels on wooden posts



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Chain-link on angle-iron uprights

4.4. Ground protection

4.4.1. If required (or as shown on the appended tree protection plan), ground

protection is to be installed as follows. It must be capable of supporting the expected

loads and avoiding rutting, compaction and damage to the soil: as advised in section

6.2.3 of the British Standard.

4.4.2. Stages of ground protection installation:

1) No plant machinery to be used in the area of ground protection for

whatever reason

2) Dismantle primary TPF and re-erect in secondary location as shown

on TPP (if required) OR erect fencing to protect any newly exposed

CEZ not to be covered by ground protection.

3) Any shrubs, saplings or trees to be removed, are to be cut or ground

out to just below ground level rather than grubbed or winched out,

which can damage roots of retained trees.

4) Lay woven geotextile over existing ground surface by hand



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5) Cover the area with compressible layer, woodchip, for example, using

hand tools only

6) Cover compressible layer with side butting scaffold boards or plywood

boards

7) Confirm surface is acceptable for use with project arboriculturist

8) Area ready for construction access

4.4.3. Any scaffolding required within the area will be erected with the uprights

placed on spreader boards.

4.4.4. The boarding will be left in place until the construction works are finished.

4.4.5. A single thickness of boarding laid on the soil surface will provide sufficient

protection for pedestrian loads. However, for wheeled or tracked construction traffic

movements within the RPA, ground protection will involve the use of temporary

cellular confinement systems, reinforced concrete slabs or track-board systems

details of which are to be specified by the project engineer and approved for use by

the project arboriculturist and local authority before construction commences.

4.4.6. Track-boards can be sourced from Trakmats Europe Ltd, 0845 6435388,

www. trakmatseurope.com, or groundguards.com

4.4.7. There is to be no excavation within ground protection area whatsoever. This

includes installation of services and associated utilities.



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Scaffold board pedestrian ground protection

Vehicular ground protection trackway



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4.5. Site storage, parking, welfare facilities, etc.

4.5.1. The site will require provision for; site storage, contractor parking, welfare

facilities, temporary services/drainage, material drop off points, etc.

4.5.2. It is acceptable to place site cabins and walkways within the CEZ provided

they are installed sensitively:

• Cabins must be placed on sleepers (or similar) to spread the load,

avoiding point loading and associated soil compaction.

• The delivery of cabins should ensure that any unloading via ‘hi-ab’

crane can be carried out without impact on the crowns of retained

trees.

• Walkways, if required, should be installed as per the ground

protection specification.

• Any utilities for site compounds must be run above ground. For

example, WC foul pipes/drainage and temporary electrical

connections.

4.5.3. It is imperative that if cabins and walkways are installed, that fencing is

erected to limit access to the protected areas. If amendments are made, the project

arboriculturist should sign off the proposals prior to their implementation.

4.5.4. Contractor parking and storage areas should be sited outside the CEZ.

4.6. Tree surgery and removal

4.6.1. The following surgery works are to be carried out:

• T21- reduce lateral branches to east to retain a spread of 3.5m, and

in height to 7m.

4.6.2. All trees to be removed are indicated on the TPP.

4.6.3. If any further surgery work is proposed, details will be submitted to, and

approved by, the council, before being carried out.



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4.6.4. All work will be carried out in accordance with BS39983 industry best practice

and in line with any works already agreed with the council.

4.6.5. The tree surgeon shall ideally be chosen from The Arboricultural

Association's Approved Contractor list. All work shall be undertaken at the

appropriate time and with the consent and approval of the site agent.

4.6.6. The statutory protection4 5 will be adhered to. If further advice is required,

particularly if bats are discovered during tree work, it will be obtained from Natural

England or other competent persons and recommendations adhered to.

4.6.7. The stumps of any trees removed from within the Construction Exclusion

Zone or the RPAs of retained trees will be either cut flush to ground level and left in

situ or ground out using a stump grinder. They will not be winched out.

4.6.8. All operations shall be carefully carried out to avoid damage to the trees being

treated or neighbouring trees. No trees to be retained shall be used for anchorage

or winching purposes.

4.7. Soft landscaping

4.7.1. All landscaping and associated ground preparation within exclusion zones

will be carried out sensitively to ensure root damage is minimised as much as is

practicable.

4.7.2. At no time is any heavy plant to be used within any protected area.

4.7.3. Removal of existing vegetation (including turf) will be carried out with hand

tools only.

4.7.4. Should the soil be compacted or have a poor structure that may hinder the

development of any new planting, soil decompaction techniques may be used upon

consultation with the project arboriculturist.

3 BS3998:2010- Recommendations for Tree Work. London: British Standards Institute

4 Wildlife and Countryside Act. (1981) London: HMSO.

5 Countryside and Rights of Way Act. (2000) London: HMSO.



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4.7.5. Tree protection barriers may be removed to allow access and then replaced

as required/per approved documents (in liaison with the arboricultural clerk of works)

4.7.6. Levels (high spots) will not be reduced or excavated in any way. Use good

quality topsoil to level any low-lying areas and hollows, and provide a fine tilth to lay

turf on. This imported soil must not result in a level increase of more than 100mm in

any area.

4.7.7. Import materials by hand in wheelbarrow or using a digger sited outside the

sensitive area.

4.7.8. Any excavation for planting pits must be dug using hand tools only.

4.7.9. No works will be carried out within any protected areas if the soil moisture is

at a level likely to allow compaction to occur.

4.8. Installation of underground services

4.8.1. Mechanical trenching for the installation of underground apparatus and

drainage severs any roots present and can change the local soil hydrology in a way

that adversely affects the health of the tree. For this reason, particular care should

be taken in the routeing and methods of installation of all underground apparatus.

Wherever possible, apparatus should be routed outside RPAs. Where this is not

possible, it is preferable to keep apparatus together in common ducts. Inspection

chambers should be sited outside the RPA.

4.8.2. Where underground apparatus is to pass within the RPA, detailed plans

showing the proposed routeing should be drawn up in conjunction with the project

arboriculturist. In such cases, trenchless insertion methods should be used:

Microtunnelling, Surface-launched directional drilling, Pipe ramming or Impact

moling (see BS5837:2012 Table 3), with entry and retrieval pits being sited outside

the RPA. Provided that roots can be retained and protected, excavation using hand-

held tools might be acceptable for shallow service runs. If this is case, the following

methodology must be followed:



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4.8.3. Stages for installing services by hand within tree protection areas:

No plant machinery to be used in the area for whatever reason

1) Contact project arboriculturist to hold pre-start site meeting and

‘toolbox’ talk before starting work.

2) Remove just enough tree protection fencing to allow access to area

and facilitate trenching.

3) Remove any surface vegetation or existing hard surfaces using hand

tools.

4) Using and air-pick excavate the trench, keeping to minimum

dimensions required.

5) Roots occurring in clumps of 25 mm diameter and over are

encountered they will be retained and kept damp by covering with

hessian (re-wetted as required). If required, these should be severed

only following consultation with an arboriculturist; as such roots might

be essential to the tree’s health and stability.

6) Feed in services.

7) Backfill trench with 200-300mm depth of excavated soil, or a mixture

of excavated and imported topsoil to BS3882 (BSI, 2007), firming

down with heels.

8) Repeat step 7 until trench is filled.

9) Re-erect tree protection fencing as per approved plan.

4.8.4. The method of excavation above, for trenching within RPAs, is using air

excavation. This tool utilises compressed air to remove soil from around tree roots

causing minimal damage and can be run off a typical site compressor. ACD can

provide details of contractors supplying air excavation services if required.

4.8.5. Alternatively, trenchless technology, such as thrust boring can be used in

some instances and is particularly effective as it can pass directly under the tree, at

a depth which is likely to avoid almost all impact on roots of the subject tree. As no

access/thrust pits will be located within the RPAs of the subject trees, the need for

arboricultural supervision is limited.



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4.9. Installation of boundary fencing within protected areas

4.9.1. Stages for installing wooden fence posts:

No plant machinery to be used in the area for whatever reason


‘toolbox’ talk before starting work.

2) Remove TPF to allow access to area.

3) Dig postholes using hand tools, avoiding damage to the protective

bark covering larger roots. Roots smaller than 25mm diameter may

be pruned back using either secateurs or a hand saw, leaving a clean

cut.

4) Damage or severance of roots above 25mm diameter must be

avoided. If roots of this size are discovered, the hole should be

relocated. If there are a large number of such roots it may be

necessary to relocate the hole by half a fence panels length and

adjust the fence panels accordingly.

5) Line hole with non-porous lining, for example, durable polyethene

bag.

6) Insert post and fill post-hole with concrete to just below ground level.

7) Trim polyethene to ground level and fill with clean topsoil.

4.10. Installation of ‘no-dig’ path surface

4.10.1. To ensure that tree roots, within the ground under this proposed surface,

continue to survive during and after construction a cellular confinement system

(CCS) such a ProtectaWeb6 of 75-200mm depth is to be used.

4.10.2. The following example CCS spec is courtesy of Wreckin Products and shows

an asphalt finish. Other surfaces can be used, and similar CCS are available from

other suppliers.

6 Wrekin Products, www.wrekinproducts.com, 01543 440440.



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1 Root-tex 30 geotextile

2 70-200mm deep ProtectaWeb tree root protection system infilled with

4/20 clean angular stone to BS EN 13242 / EN 12620

3 Treated timber edging (or other edging detail acceptable)

4 Asphalt surface to engineer’s details

5 Soil graded to edging (if required)

6 Existing tree

4.10.3. Stages for Installation of the cellular confinement surface:


‘toolbox’ talk before starting work

9) Dismantle TPF and re-erect in secondary location as shown on TPP

10) Remove existing vegetation by using a specific herbicide (as advised

by a specialist) or manual removal with hand tools only. Agreed

removal of shrubs, saplings or trees, within the protected areas of

retained trees are to be cut or ground out to just below ground level

rather than grubbed or winched out, which can damage roots of

retained trees.

11) Retain all original ground levels after vegetation removal. No

excavation whatsoever.

12) Remove any existing hard surfaces (paving, tarmac etc.) Hand tools

should be used if possible. If machinery is required for this operation,

it must be used only on existing surfaces or outside the protection

areas and tree canopies (approval from project arboriculturist must be

sought before using machinery). The sub base of existing surfaces or



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foundations should be left in situ where possible to avoid

unnecessary root disturbance and provide a base for the new

surface.

13) Install a non-woven geotextile (such as Root-tex 30) directly over soil

grade level (levelled where necessary, by non-compacted washed

sand) and fix in place.

14) Lay the cellular system over the geotextile, which is secured open

under tension during the infill process with steel staples or wooden

pegs.

15) Install kerbs and edgings directly on top of existing soil grade level.

For light structures, a treated peg and board may be acceptable. For

more substantial structures, railway sleepers, haunched concrete with

road pins, drilled kerbstones, gabions or cast in situ kerbs will be

appropriate.

16) Fill the cellular system ensuring any machinery works only on already

filled areas. Typical infill consists of no fines angular granular material

20-40mm, which will remain uncompacted.

17) Cover with a non-woven geotextile (Root-tex 30 or similar).

18) Install porous wearing surface.

4.10.4. Any variation to the above specification must meet the following design

criteria for low-invasive surfaces to provide the conditions for continued tree survival

and growth:

• Maintain oxygen diffusion through new surface to rooting area (5-12%

by volume7)

• Maintain sufficient passage of water to the rooting area (12-40% by

volume8)

• Avoid compaction by maintaining a soil structure sufficient to sustain

root growth (soil bulk density below 1.4g/cc9).

7 Smith, R. J. (2006). Tree Roots in the Built Environment. HSO

8 Coder, D. K. (2000). Tree Root Growth Requirements. University of Georgia

9 Harris, C. M. (2004). Arboriculture, Tree Management of Shade Trees and Vines.



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4.10.5. Site analysis of the soil type and its structural characteristics will be required

prior to determining the specific depth of products to be adopted for example,

footpaths normally require a depth of 75mm and, 100mm to 200mm depths are used

for residential driveways, while greater depths may be required for the passage of

heavier traffic such as for construction access and delivery vehicles.

4.10.6. If ground levels are to be raised more than 150mm this should be achieved

by the use of a granular material, which does not inhibit vertical gaseous diffusion.

For example no-fines gravel, washed aggregate, structural soil (min. 20% sand

content) or cobbles.

Mark Welby RCArborA, FArborA, Dip Arb (RFS), Tech Cert (ArborA)

Director & Principal Arboriculturist

23 May 2017

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written permission. Its content and format are for the exclusive use of the addressee in dealing with Insert site address.

Until all invoices rendered by ACD Environmental to the Client have been paid in full, the copyright of any documents,

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Environmental ©

Page | 24

Appendix: Tree Protection Plan

TWNT20946-03

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RS

RS

BOX

RIDGE

RIDGE

EAVE

EAVE

82.550

81.43283.519

82.394

79.822

79.994

79.937

88.57

91.53

82.6682.74

83.01

82.90

82.83

82.93

82.9983.06

83.19

83.19

83.1583.27

83.31

83.38

83.30

83.2183.30

83.34

83.4483.4483

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83.4

183

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83.5

783

.62

83.4

2

83.4

3

83.27

83.11

82.93

82.74

82.48

82.5982.66

82.5582.43

82.47

82.49

82.64

82.7

1

82.7

0

82.68

82.6

082

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82.6

6

82.6

1

82.7

7

82.5882.58

82.7182.7282.81

82.8782.89

82.92

82.73

82.81

82.86

82.95

82.8882.85

82.77

82.93

83.03

83.08

83.14

82.98

83.3483.30

83.2683.14

83.40

83.19

82.98

82.18

82.15

81.97

81.30

81.26

81.91

81.8182.04

81.85

81.76

81.27

81.26

81.63

81.73

81.60

81.56

81.27

94.59

98.08

83.51

83.52

83.3783.32

83.38

83.46

83.51

83.36

83.65

83.50

83.42

83.58

83.46

83.49

83.5

383

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83.5

483.5

7

83.4

8

83.38

83.3

783

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83.4

2

83.3

6

83.4

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83.3

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283

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83.2

8

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0

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9

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83.2

383

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83.2

3

83.3

4

83.4

183.4

583

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83.5

3

83.5

5

83.4

383

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83.3

483.4

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83.62

83.35

83.43

83.54

83.74

83.5483.59

83.87

83.71

83.82

83.8983.80

83.95

83.4

3

83.3

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9

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0

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83.7583.65

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83.8

8

83.9

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83.90

84.04

83.7883.83

83.94

83.91

83.82

83.72

83.85

83.75

83.66

83.65

83.82

83.6083.70

83.51

83.54

83.7383.74

83.59

83.50

83.47

83.49

83.54

83.75

83.57

83.67

83.6

183

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83.49

83.6

4

83.5

2

83.35

83.47

83.4783.41

83.51

83.44

83.46

83.35

83.6583.73

83.7683.69

83.7483.67

83.67

83.75

83.7

5

83.76

83.7

7

83.73

83.85

83.56

83.5

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83.57

83.6

0

83.65

83.49

83.4

4

83.3

8

83.3

2

83.2

6

83.2

183.1

483.2

2

83.1

1

83.11

83.0

583

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83.0

7

83.1

4

83.22

83.17

83.0

6

83.0

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0

82.9

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82.97

83.09

83.02

83.0682.9

1

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83.08

83.1

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83.32

83.18

83.18

83.0

383

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83.01

83.1

3

83.0

4

83.0

1

82.93

82.59

82.21

82.28

82.16

82.11

81.98

81.89

81.97

82.07

81.18

81.23

81.30

79.97

79.92

79.94

80.05

80.07

79.94

79.88

79.91

80.01

79.88

79.86

79.81

79.89

79.99

80.05

81.74

81.75

81.77

81.66

81.36

81.70

81.21

81.06

80.03

82.18

82.22

83.16 83.06

83.4483.48

83.69

83.86

83.73

83.72

83.92

83.49

83.40

83.32

83.33

83.18

83.09

83.18

82.63

82.54

83.18

83.57

83.52

83.27

83.49

83.0

83.0 83.0

83.0

83.0

83.0

83.0

82.082

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80.0

80.080.0

80.0

81.0

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2

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9

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83.58

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4

2

83.1583.01

83.2383.28

83.2883.15

82.9

82.89

82.1882.26

82.36

82.48

82.7

82.83

82.91

82.9

2

82.9

8

83.0

3

82.72

82.6

2 82.5

82.19

82.4

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1

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1

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2

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82.2

2

82.26

82.24

82.21

BT

BT

82.46

82.55

82.57

82.69

82.82

82.83

82.76

82.73

82.03

82.1

82.73

82.76 GP

GP82.54

82.56 82.6

82.19

81.91

81.77

81.72

81.56

81.72

81.8

81.9

82.51

82.55

82.4

5

82.4

3

82.4

2

82.56

MH FWCL 82.44

82.6

7

82.5

982

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82.5

5

82.72

82.88

83.03

83.11

82.23

82.21

GY82.22

82.4

1

82.2

2

82.2

6

82.29

82.3

82.25

82.31

82.76

82.69

82.57

82.47

82.26

82.59

82.55

82.47

82.43

82.07

82.09

82.14

82.1

6

82.07

82.05

81.97

GY 81.85

GY 82

GY 81.85

MH SWCL 81.85

GY 81.99

RS

82.1

8

82.11

82.06

81.99

81.98

82.06

82.1

82.1

5

81.86

81.7182

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81.94

82

81.99

83.33

83.31

83.31

83.33

82.02

82.79

83.14

canopy

81.81

81.85

81.92

81.99

81.98

81.96

81.96

LP

LPEP

LP

81.96

81.98

81.89

81.85

LP

79.97

80

79.97

80

8080.13

80.12

80.1

80.1

80.09

ER79.83

79.879.83

P

81.99

79.82

79.7979.84

79.84

79.95

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ER

81.99

80.2

79.82

79.87

79.99

80.05

79.89

79.88

79.9

BD

BD

79.92

79.84

PER

79.77

79.8779

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81.61

79.95

79.97

80.01

MH SW

CL 79.8

8

79.9879.95

79.95

79.97

80.75

81.58

82.15

82.35

82.14

81.7

80.66

79.92

82.18

81.8

80.78

80.03

80.0680.06

80.06

80.1

80.89

81.73

82.26

82.37

82.23

81.78

80.76

79.92

79.94

79.98

79.92

79.91

80.81

81.67

81.9581.98

82.09

79.97

79.98

80.01

79.99

79.97

79.96

79.87GP

GP

79.87

79.82

79.92

81.83

79.84

ER

GY 79.83

79.8779.99

GY 79.83

ER

GY 79.81

79.8979.93

79.9

80.0280.02

79.89

79.8279.83

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79.81

79.84

79.85

79.84

79.84

79.82

79.81

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GY

MH SW

CL 79.79

79.81

79.83

79.84

80.22

80.18

80.08

80.08

79.94

79.95

79.95

79.9

79.9280

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80.06

80.08

80.07

80.08

BT

80.07

82.26

82.19

80.1

80.12

82.17

82.3

4

82.38

82.3

8

82.21

82.01

81.98LP

LP

82.2

82.24

82.17

82.1

82

82.03

81.8782.13

bkwl h

t 0.2m

prf ht

1.0m

prf ht

1.0m

floor

level

of main

entra

nce

IL 79.48

IL 80.62

pipe f

ixed t

o und

erside

of bri

dge.

(Indic

ative

)

IL 78

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WL 79.49

SL 78.99

blocked

79.77

c h a

i n l

i n k

f e n

c e

h t

2 . 0

0 m

c h a i n l i n k f e n c e h t 2 . 0 0 m


c h

a i n

l i

n k

f e

n c

e

h t

2 .

0 0

m



iron railings ht 2.00m

iron railings ht 2.00m

t a r m a c

t a r m a c

t a r m

a c

t a r m a c

t a r m a c

t a r m a c

drainage channel

paviors

pavio

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t 2.00

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and r

ail fe

nce h

t 1.00

m

prf ht

1.0m

prf ht 1.0m

prf ht 1.0m

prf ht

2.00

m

bridge over

pavio

rs

iron drainage channel

concrete

t a r

m a

c

cps

shrubbery

f o l i a g e

g r a

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g r a s s

g r a s s

g r a s s

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bin co

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d

benc

h

concrete

ht 85.44

conc.

post and rail fence ht 0.5m

GY

acuacu

Tree protection limitedto extent of existingsoft landscape

Crown reduce T21:retain spread of 3.5mand height of 7m

T1 - B1Common Oak

T2 - B1Common Oak

T3 - C1Wild Cherry

T4 - C1Norway Maple

T5 - C1Oriental Plane

T6 - C1Whitebeam

T7 - B1Swedish Whitebeam

T8 - B1Swedish Whitebeam

T9 - C1Wild Cherry

T10 - B1Sycamore

T11 - C1Wild Cherry

T12 - B1Lime

T13 - B1Lime

T14 - B1Lime

T15 - C1Lime

T16 - B1Wild Cherry

G17 - UCrack Willow, Silver Birch

T18 - C1Whitebeam

T19 - B1Sycamore

T20 - B1Norway Maple

T21 - B1Norway Maple

T22 - C1Hornbeam

Poor quality self-seededboundary vegetation. Noprotection required

1100L

2x 36

0L

Mini-ban

k

Bike st

ore

x11

2x 360LM

ini-bank

1100L

1100L

1100

L

1100

L

BS

1

D

D

D

D

D

D

DD

D

D

CSD

D

D

D

D

2x 360LMini-bank1100L

1100L

Bikestore x9

CS

CS

BS

CS

BS

1100L

1100L

1100L

1100L

D

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

2728

2930

31

3233

3435

3637

38

39

40

46

47

48

45

44

43

42

41

4950

5152

5354

55

5756

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

PedestrianAccess

NEIGHBOURING NORTON BUILDINGBORDERING THE NORTH EAST BOUNDARY

EXISTING SITE

ENTRANCE

61 BRIDGE ROAD EAST(ISABEL HOSPICE)

18m

SS

Communal green amenityspaces - 662m²

BRIDGE ROAD EAST

TEW

IN R

OAD

BLOCK A(3-storeys)

Green amenityspace - 108m²

BLOCK C(4-storeys)

BLOCK D(3-storeys)

BLOCK B(4-storeys)

VEHICLE REPAIRCENTRE

PedestrianAccess

Green amenityspace - 218m²(not incl banking)

Green buffer /defensible space

EntryGate

Communal greenamenity spaces -85m²

PedestrianAccess

1.8m closeboarded fencing



Bikestore x9

1100

L

Date Details Drawn

drawn: checked:dwg no:

scale:

drawing:date:

scheme:

May 2017

AJB

51 Bridge Road East,Welwyn Garden City

Tree Protection Plan

1:200@A1

MW

Rev

client: Taylor Wimpey

ACD

Copyright of ACD. All rights described in Chapter IV of the Copyright, Designs andPatents Act 1988 have been generally asserted: 2015. Copyright of this plan remains

with ACD until all fees have been paid in full.

The original of this drawing wasproduced in colour- a monochrome

copy should not be relied upon.

TWNT20946-03A

0 1 2 3 4 5 10m

TREE TO BE REMOVED

ROOT PROTECTION AREA (RPA) FOR RETAINED TREES

A CATEGORY TREEB CATEGORY TREEC CATEGORY TREEU CATEGORY TREE

INDICATIVE SERVICE ROUTE AVOIDING PROTECTION AREAS

EXISTING SITE FEATURES

Foot traffic Scaffolding

Protectivefencing

Ground undisturbed and protected by geotextilefabric , woodchip and side-butting scaffold boards

Protectedarea

Platform levelat first lift ofbrickwork

Protectedarea

Protectivefencing

For pedestrian movements only, a single thickness of scaffold boards should be placed eitheron top of a driven scaffold frame, so as to form a suspended walkway, or on top of acompression-resistant layer (e.g. 100 mm depth of woodchip), laid onto a geotextile.

For pedestrian operated plant up to a gross weight of 2 t, proprietary, inter-linked groundprotection boards should be placed on top of a compression-resistant layer (e.g. 150 mm depthof woodchip), laid onto a geotextile.

For wheeled or tracked construction traffic exceeding 2 t gross weight, an alternative system(e.g. pre-cast reinforced concrete slabs) should be employed to an engineering specificationdesigned in conjunction with arboricultural advice to accommodate the likely loading to which itwill be subjected.

CONSTRUCTION EXCLUSION ZONE

Root protection areas (RPA) of retained trees within which all construction activity is restricted.

All trees that are being retained on site must be protected by barriers and/or ground protectionbefore any materials or machinery are brought onto the site, and before any demolition,development or stripping of soil commences. Where all activity can be excluded from the RPA,vertical barriers must be erected to create a construction exclusion zone. Where, due to siteconstraints, construction activity cannot be fully or permanently excluded in this manner from allor part of a tree’s RPA, appropriate ground protection can be installed.

DEFAULT POSITION FOR THE TREE PROTECTION BARRIERS.

BS5837:2012 Figure 2- barrier specification

GROUND PROTECTIONWhere the set-back of the tree protection barrier would expose unmade ground to constructiondamage, new temporary ground protection should be installed as part of the implementation ofphysical tree protection measures prior to work starting on site.

Examples of alternative barrier designs can be found in the method statement. Should analternative design be more viable and appropriate, it must be agreed with the projectarboriculturist before its implementation.

1 Standard scaffold poles2 Heavy gauge 2m tall galvanized tube and weld mesh infill panels3 Panels secured to uprights and cross-members with wire ties4 Ground level5 Uprights driven into the ground until secure (minimum depth 0.6m)6 Standard scaffold clamps

5

4

6

3

1

2 m

3 m

4

4

4

6

6

6

RESTRICTIONS WITHIN TREE PROTECTION AREASInside the exclusion area of the fencing, the following shall apply:

· No mechanical excavation whatsoever· No excavation by any other means without

arboricultural site supervision· No hand digging without a written method statement

having first been approved by the projectarboriculturist.

· No lowering of levels for any purpose (exceptremoval of grass sward using hand tools)

· No storage of plant or materials· No storage or handling of any chemical including

cement washings· No vehicular access· No fire lighting

In addition to the above, further precautions are necessaryadjacent to trees:

· No substances injurious to tree health, includingfuels, oil, bitumen, cement (including cementwashings), builders sand, concrete mixing and otherchemicals shall be stored or used within or directlyadjacent to the protection areas of retained trees

· No fire shall be lit such that flames come within 5mof tree foliage.

WHY TREE PROTECTION IS NEEDED1) Soil compaction kills roots- caused by plantmovement and storage of materials withinprotected areas.2) Trenching severs roots- many small rootsgrow within the top 600mm of soil. Even theremoval of the top 200mm can cause damage.3) Soil pollution kills roots- Dripping fuel storageor cement washings can contaminate the soilresulting in root death.4) Raising & lowering levels kills roots- the soilused to increase levels can compact theunderlying soil (see point 1). Lowering levels willremove roots causing damage to the tree.5) Bark and branch damage- bark removal andbranch damage can allow disease and fungi intothe tree.The impact of any of the above can take yearsto show- trees can have huge reserves of foodand water.

WimpeyTaylor

16.01.2018 Revised layout MWA

NO-DIG SURFACECellular confinement system (CCS) to be used to create this area of hardsurface, above the existing ground level. Topsoil to be retained. Depth ofCCS to be 50-75mm for pedestrian surfaces and 100-200 for vehicularsurfaces. Surface to be porous to approved details and specifications. Tobe installed under arboricultural supervision. All specifications subjectto engineering design.

Original groundlevel level

Peg and board edging

Top soil toBS3882:2007

Depressionsand soft spots information to befilled with sharpsand to levelsrequired

Porous surface to finish

TreeTex T300 non-woven geotextile orsimilar approved laid over formation

CCS/Cellularconfinement system(Geosynthetics CellWebor similar approved)

Cells to be filled with 20-40mm clean graded angularstone to manufacturers details and specifications

TreeTex T300 geotextile or similar laid over CellWeb

AutoCAD SHX Text

100

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2x50

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NEW PEDESTRIAN REFUGE

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NEW TACTILE PAVING PEDESTRIAN CROSSING

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NEW TACTILE PAVING PEDESTRIAN CROSSING

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EXISTING VISIBILITY SPLAYS TO BE MAINTAINED DUE TOUTILISING EXISTING ACCESS

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GRASS VERGE

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PDC

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PDC

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PDC

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PDC

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EXISTING RIGHT TURN LANETO BE MAINTAINED

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HEAD OFFICERodbourne Rail Business Centre, Grange Lane, Malmesbury, SN16 0ESTel: 01666 825646Courtyard House, Mill Lane, Godalming, GU7 1EYTel: 01483 425714Suite 6, Crescent House, Yonge Close, Eastleigh, SO50 9SXTel: 02382 0263009 Brownlow Road, Cambridge, CB4 3NGTel: 07825 868654

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ENVIRONMENTAL

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eave52.34

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ridge54.58

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47.59

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47.62

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47.54

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47.60

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47.56

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47.58

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47.58

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47.62

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bush

Head Office

Rodbourne Rail Business Centre

Grange Lane

Malmesbury

SN16 0ES

Tel: 01666 825646

Surrey Office Courtyard House

Mill Lane

Godalming

GU7 1EY

Tel: 01483 425714

Hampshire Office Suite 6

Crescent House

Yonge Close

Eastleigh

SO50 9SX

Tel: 02382 026 300

Cambridgeshire Office

9 Brownlow Road

Cambridge

CB4 3NG

Tel: 07825 868654

Email: [email protected]

Website: www.acdenvironmental.co.uk

ECOLOGICAL SURVEYS * PROTECTED SPECIES LICENSING * MITIGATION * IMPACT ASSESSMENT ARBORICULTURAL SITE MONITORING AND SUPERVISION * ARCHAEOLOGY

LANDSCAPE & VISUAL IMPACT ASSESSMENT * LANDSCAPE AUDIT * PROJECT MANAGEMENT EXPERT WITNESS* LANDSCAPE DESIGN & PLANNING LANDSCAPE MANAGEMENT

51 bridge road east welwyn garden city

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