21398/B/SVH September 2017 Wayford Marine Ltd, Wayford Bridge

DRAWINGS APPENDIX

CONTENTS Drawing No. 21398/800 - Site Location Plan Drawing No. 419/17 - Existing Landscape by Richard Morrish Associates Drawing No. 21398/802 - Extent of Flood Zones Drawing No. 21398/804 - British Geological Survey Superficial Geology Map Drawing No. 21398/805 - British Geological Survey Bedrock Geology Map Drawing No. 21398/806 - British Geological Survey Hydrogeology Map Drawing No. 21398/810 - Surface Water Flooding Map – Flood Extent – 3.3%, 1.0%

& 0.1% AEP Drawing No. 21398/820 - Reservoir Flooding Map – Flood Extent

Source: Bing Maps

Wayford Marine Ltd

Proposed Development Wayford Marine Ltd Wayford Bridge Norfolk

Site Location Plan

N.T.S

21398/800 A

N

Sept 2017 SVH

Site Boundary

Legend

1.01m

The Maltings

The MalthouseWayford

Wayford

Boat Yard

Lodge

WAYFORD

ROAD

Cottage

1.49m

1.74m

1.22m

1.10m

1.16m

0.81m

1.27m

0.83m

1.01m

1.13m

0.94m

1.74m

1.16m

0.81m

1.27m

0.83m

1.01m

1.13m

0.94m

1.74m

1.16m

1.16m

1.12m

0.79m

0.86m

0.77m

0.81m

0.78m

0.78m

0.94m

1.11m

1.27m

0.83m

0.95m

1.01m

1.29m

1.35m

1.28m

1.21m

1.21m

1.23m

1.01m

0.86m

1.13m

1.11m

1.25m

1.34m

1.07m

1.08m

0.82m

0.92m

0.94m

0.87m

0.83m

0.80m

Willow

Birch

Office

Building

Workshops

Chann

el

River Ant

Oak'Ferry'

Alder

Alder

Alder

Alder

Alder

Reedbed

Reedbed

Marina

GrassTrack

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Willow scrub.

A1151

No.4

No.5

slipw

ay

workshop

No.7

No.6

0.80m

office

wc

28 existingmoorings inmarina basin

No.1

No.3

No.2

Reedbed

GrassTrack

Grass

Grass

1.10m

The Maltings

The Malthouse1.49m

1.74m

1.22m

1.10m

1.74m1.74m

Site Access Inset.(1:500 @A1)

Some pruning backof willow 'hedge'along Maltingsboundary may berequired.

Scalpings removed.Make good grass area

Proposed site.(1:500 @A1)

Make good grass areasoutside hardstand areas.

Gravel accessto sewagetreatment plant.

5m wide mown grass trackwayretained for occasional vehicularaccess to riverfront staging areas.

Clear existing willow scrub andexpand reedbed wetland.

Boardwalks and balconies and partsof the accommodation lodges areconstructed above the wetland.

Thin out alder copse. Coppice 50% of thestems. and reduce extent of stand.Remove self seeded trees along river edge.

Slough-out low lying area and define edges more clearly so thatthe 'reedbed' area is approximately 400mm lower than surrounds(or low enough to sustain wet habitat subject to trial pits). Roofwater and other clean surface water drainage can go into theseareas (refer to indicative section).

Gaps between sections ofstaging will retain 'natural'riverside profile and vegetation.

Existing track access(refer to inset).

SiteBoundary.

Ditch to be cleared of bramble etc.Existing oak, alder, willow carrwoodland beyond boundary ditchunaffected by development.

Boatyardhardstand.

Key

Existing trees

Trees removed

Wetland habitat

'Meadow' (Long grass).

'Lawn' (Short mown grass).

Proposed hedge

Shrub planting

New trees(with 1.5m dia mulch saucer).

Tree and scrub removed.

5m wide mown track retained for occasionalvehicular access to the riverside staging.

Retain existing trees.Clear boats.Make good grass areas.

Old boats cleared; Hardstand arearetained. New storage buildingerected.

Bankside areas retainedas short mown grass.

Existing slipway.

'Hedge' removed.(Some of Grey Willow tobe transplanted to edgeof wetland basins).

Refer to Architects drawings for more details of proposedstaging and boardwalks.

Section A-Ai.(1:250 @A1)

Mown track.

River frontstaging.Reedbed

basin

Accommodation lodge.

Parking.

Refer to LD03 fordetailed soft landscapedesign proposals forthis area.

Nest boxes

drawing :

job :

client :

A. Boatshed removed. RM 15-08

B. Red line altered. RM 06-09

1.49m

1.74m

1.22m

1.10m

1.10m

1.16m

1.16m

1.12m

0.79m

0.86m

0.77m

0.81m

0.78m

0.78m

0.94m

0.98m

1.11m

1.27m

0.83m

0.95m

1.01m

1.01m

1.10m

1.21m

1.29m

1.35m

1.28m

1.21m

1.21m

1.23m

0.80m

1.01m

0.86m

1.13m

1.11m

1.23m

1.25m

1.24m

1.34m

1.28m

1.07m

1.08m

0.82m

0.92m

0.94m

0.87m

0.80m

1.07m

slipw

ay

area of trees tobe retained

area of treesto be removed

trailer park

area of reedbed to beretained

remove portablebuildings for boatstorage, office andWC. connect WC toexisting septic tank

new storagebuilding

boatyardhardstanding

ditch

Matrix CLF6sewagetreatment uint,discharge toditch

area of reedbed to beretained

grassedpath

boat wash-downarea

tidy and levelexisting storage areaand finish withcompacted scalpings

driveway & parking,compacted hardcoreand blinding with tarspray and shinglesurfacing

boatturningarea

No.4

sleeps

6

No.5

sleeps

4

No.7

sleeps

8

No.6

sleeps

8

No.1

sleeps

6

No.3

sleeps

6

No.2

sleeps

4

workshop

KEY

Flood Zone 1

Flood Zone 2

Flood Zone 3

1 in 20 Year Flood Zone 3B Extent

1 in 100 Year Flood Zone 3A Extent

1 in 1000 Year Flood Zone 2 Extent

Site Boundary

Levels from EA LiDAR???m

Drawing No.

Scale U.N.O.

Drawing Title

Rev

Date Drawn By

Description

Client

Project

Rev Date Chkd

Telephone: (01953) 452001 Fax: (01953) 456955E-mail: pdc@plandescil.co.uk www.plandescil.co.uk

Connaught Road Attleborough Norfolk NR17 2BW

civil structural environmentalsurveying

Wayford Marine Ltd

Proposed DevelopmentWayford Marine LtdWayford Bridge

Extent of Flood Zones

(A1) 1:500 June 2017 MJH

B21398/802reproduction infringes copyright. Consulting Engineers Ltd. Unauthorisedthereon are the copyright of PlandescilThis drawing and the works depicted

FOR PLANNING

First Issue0 09.06.17 MJH

Note:

1. All dimensions noted are in meters unless stated otherwise.

2. Do not scale from this drawing, if dimensions are not clear ask.

3. This document has been created in accordance with Plandescil LtdTerms & Conditions along with the scope of works provided by theclient to Plandescil. Any use of this document other than for itsoriginal purpose is prohibited, Plandescil accept no liability for anythird party uses of this document.

4. Plandescil Ltd to be immediately notified of any suspectedomissions or discrepancies.

5. This drawing is to be read in conjunction with all other relevantdocuments relating to the project.

20 0 20 40

1:500 - D R A W I N G S C A L E R E F E R E N C E (m)

50301010 5

Second IssueA 15.08.17 MJHRed line amendedB 07.09.17 MJH

British Geological Survey Superficial Geology Map

N.T.S

21398/804 A

SVH

Wayford Marine Ltd

Sept 2017

Based upon Geology of Britain Viewer, with the permission of the British Geological Survey.

Legend

Bacton Green Till Member (Diamicton)

Head (Clay, Silt, Sand & Gravel)

N Proposed Development Wayford Marine Ltd Wayford Bridge Norfolk

Happisburgh Glacigenic Formation (Sand & Gravel)

Breydon Formation (Clay & Silt)

Breydon Formation (Peat)

Briton’s Lane Sand & Gravel Member

None

British Geological Survey Bedrock Geology Map

N.T.S

21398/805 A

SVH

Wayford Marine Ltd

Sept 2017

Based upon Geology of Britain Viewer, with the permission of the British Geological Survey.

Legend Crag Group (Sand)

N Proposed Development Wayford Marine Ltd Wayford Bridge Norfolk

British Geological Survey Hydrogeology Map

N.T.S

21398/806 0

SVH

Wayford Marine Ltd

June 2017

Based upon Sheet 4 : Hydrogeological Map of Northern East Anglia (1:125,000) - 1976, with the permission of the British Geological Survey.

Legend

Contours of the water table or pressure surface

N Proposed Development Wayford Marine Ltd Wayford Bridge Norfolk

+5

+10

0

Surface Water Flooding Map - Flood Extent 3.3%, 1.0% and 0.1% AEP

N.T.S

21398/810 A

SVH

Wayford Marine Ltd

Sept 2017

Source: Environment Agency

Less than 0.1% AEP (Very Low Risk)

Extent of 0.1% AEP (Low Risk)

Extent of 1.0% AEP (Medium Risk)

Legend

Extent of 3.3% AEP (High Risk)

N Proposed Development Wayford Marine Ltd Wayford Bridge Norfolk

Reservoir Flooding Map - Flood Extent

N.T.S

21398/820 A

SVH

Wayford Marine Ltd

Sept 2017

Legend Maximum extent of flooding

N Proposed Development Wayford Marine Ltd Wayford Bridge Norfolk

Source: Environment Agency