B.2 DA02 , , Horn Street, Newington and Peene Village

2011s5468 - and Hythe Stage 1 SWMP_TC.doc V

Folkestone and Hythe Stage 1 SWMP : Summary and Actions Drainage Area 02

Area overview

Area (km2) 11.9

Drainage assets/systems Type Known Issues/problems Responsibility

There are issues in the upper reaches where capacity is Brockhill Stream Main River Environment Agency exceeded.

No recorded incidents of flooding from fluvial sources on the Saltwood and Mill Lease Stream Main River Environment Agency Saltwood and Mill Lease Stream within this drainage area.

There are known problems in the upper reaches of the Seabrook Stream Main River Environment Agency Seabrook Stream in Newington.

Drains Ordinary Watercourse No known problems along drains County Council

Sewers (combined, foul and Known problems of surcharging at locations across the Sewer network Southern Water surface water) drainage area.

Flood risk

Receptor Source Pathway Historic Evidence

There is historic evidence of Heavy rainfall resulting in flooding from Southern A: Peene Southern Water sewers overloaded sewers Water due to overloaded sewers.

Southern Water sewers Heavy rainfall resulting in There have been incidents Flow paths for surface water are from north to south B: Newington overloaded sewers and of both surface water and following the natural topography of the Seabrook Stream, surface water flooding sewer flooding in the past. and historical records suggest the Newington Road was one of the main pathways.

There have been incidents Historical records suggest the Ashford Road was one of the C: Restricted grill on highway of surface water flooding in main pathways during these surface water events the past.

There have been incidents Heavy rainfall resulting in of both surface water and Southern Water sewers overloaded sewers and sewer flooding in the past. D: Horn Street surface water flooding. Onc Note that a new FSA was Flow paths for surface water were from runoff from sewer incident (foul) caused installed in 2000 (assumed surrounding area. by suspected blockage. in response to surface water flooding) There have been incidents E: Sandling Lane, Saltwood Heavy rainfall Highway drain along Sandling Lane of surface water flooding in the past.

Heavy rainfall resulting in There have been incidents F: Pedlinge overtopping from local Local drains of fluvial flooding in the past. drainage network

There have been no G: Brockhill College & Electricity Sub incidences of flood risk, Heavy rainfall Ponding in topographic depressions Station highlighted through deep FMfSW

Summary of Location-specific Actions

Area of benefit Location of action Action Action owner Priority

1. Commission modelling study to better understand risk within Newington

2. Maintain culvert inlets of both Main River (Seabrook Stream) and Ordinary Watercourse

3. Feasibility options could include flood storage, culvert resizing Newington Newington and/or diversion or flood EA & KCC 1 to 3 = Long Term bunds. There may also be opportunities for deculverting the Ordinary Watercourse entering Newington from the north west and exploring the potential for open storage and river restoration. However, the scale of problem within Newington is unlikely to result in positive cost benefit for costly works. Ensure maintenance of Frogholt Ashford Road, Frogholt KCC Quick Win highway grills

Consider use of green infrastructure or localised measures (kerbing, minor Sandling Road Saltwood Sandling Road Saltwood bunding, signage etc) to KCC Long Term improve management of surface water during intense rainfall. North

A

C Β

Legend Main River (EA) - open channel

Main River (EA) - culverted

Ordinary Watercourse - open channel Ordinary Watercourse - culverted Surface Water Sewer (Southern Water) Combined Sewer (Southern Water) Foul Sewer (Southern Water)

Receptors D Peene E A G Β Newington C Frogholt D Horn Street E Sandling Road, Saltwood F Pedlinge F G Brockhill College & Electricity Sub Station

Client: Partners:

Consultant:

This document is the property of Jeremy Benn Associates Ltd. It shall not be reproduced in whole or in part, nor disclosed to a third party, without the permission of Jeremy Benn Associates Ltd. Scale 1:21,000

Folkestone and Hythe SWMP Stage 1 Watercourses and Drainage Systems This map is based upon Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office (C) Crown Copyright. Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil proceedings. 100019238. 2012 DA02 North

Legend A Receptors A Peene Β Newington C Frogholt C Β D Horn Street E Sandling Road, Saltwood F Pedlinge G Brockhill College & Electricity Sub Station Main River (EA) - open channel Main River (EA) - culverted Ordinary Watercourse - open channel Ordinary Watercourse - culverted Historic flooding (other RMAs) ! Other/Unknown ! Fluvial Flooding ! Groundwater D E ! Combined G ! Surface Water ! Sewer Sewer flooding incidents (Southern Water)* Number of flood occurences per postcode area 1 - 5 6 - 15 * Polygons only represent the postcode area and not the flood F >16 extent

Client: Partners:

Consultant:

This document is the property of Jeremy Benn Associates Ltd. It shall not be reproduced in whole or in part, nor disclosed to a third party, without the permission of Jeremy Benn Associates Ltd. Scale 1:21,000

Folkestone and Hythe SWMP Stage 1 Historic Flooding This map is based upon Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office (C) Crown Copyright. Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil proceedings. 100019238. 2012 DA02 North

Legend A Main River (EA) - open channel Main River (EA) - culverted Ordinary Watercourse - open channel Ordinary Watercourse - culverted ") Education (Nursery, Primary School, Higher Education) C Β FG Hospital # Emergency Services (Ambulance, Fire and Police Stations) 0.3m deep

FMfSW 1 in 200yr AEP > 0.3m deep F Client: Partners:

Consultant:

This document is the property of Jeremy Benn Associates Ltd. It shall not be reproduced in whole or in part, nor disclosed to a third party, without the permission of Jeremy Benn Associates Ltd. Scale 1:21,000

Folkestone and Hythe SWMP Stage 1 Surface Water and Critical Infrastructure This map is based upon Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office (C) Crown Copyright. Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil proceedings. 100019238. 2012 DA02