Type of application and when required What is required Policy driver and other information
Proposals introducing residential use (or other
sensitive uses) within areas of particularly
significant air quality and other applications likely
to have impact on road traffic; applications where
the grant of planning permission would conflict
with, or render unworkable, elements of the
council’s Air Quality Action Plan/ Air Quality
Strategy.
Assessment to provide details of how a residential scheme (or other sensitive uses) will be successfully accommodated with the area of particularly significant air quality. An
impacts
assessment will also be required to include necessary information to allow a full consideration of the impact of the proposal upon the air quality of the area. Please note that the
whole of Merton is a Air Quality Management Area (AQMA).
London Plan policies: 7.14. Development
Management polices: DM EP4,
Basement Impact
assessments / Outline
construction Method
Statement
All properties within the London Borough of
Merton that propose a new basement
development or an extension to an existing
basement development where planning
permission is required.
The Basement Impact Assessment (BIA) should demonstrate compliance with Planning Policy DM D2 by addressing the potential impacts of the proposed scheme on the four
main issues - Land Stability, Structural Stability, Heritage and Archaelogy, Groundwater and Surface water drainage and flooding from all sources.
The level of technical information required to address the above issues may vary according to the type of the development, however, it is likely to include the below. Further details
can be found in the basement and subterranean SPD. All technical reports must be prepared by a suitably qualified expert in accordance with Figure 1 of the Basement and
Subterranean Planning Guidance SPD.
•Desk study: This should establish the site history, age of the property, topography, distance between the boundaries (adjoining properties and highway) and the proposed
basement, geology and ground conditions, rivers and watercourses whether existing or old, surface water and ground water regimes, flood risk from all sources, utilities and other
basement developments in the area, so that cumulative effects can be considered.
• Site Specific Intrusive Site Investigation entailing a visual assessment of the existing and adjoining buildings for any signs of movement, ground investigation undertaken by a
chartered engineer/geologist assessing the ground conditions, groundwater levels, surface and groundwater flow, subsidence and drainage through the use of site specific
boreholes and/or trial pit, groundwater monitoring standpipe and recommendations for the foundation design, dewatering process including silt removal/management and
discharge location and trial pit investigation to determine the nature of existing foundations.
• Engineering Design Work: An outline of the engineering design which should be advanced to detailed proposals stage. Relevant drawings should be provided to show how the
designers have addressed ground conditions and the presence of groundwater risk to and from the site, any surcharge from highway and neighbouring buildings, vertical and
horizontal loading, drainage layout (including attenuation calculation requirment, sump/pump arrangement and non-return valves) and flooding. The design has to be carried out in
accordance to Eurocodes.
London Plan policies: 5.12, 5.13 Core
Planning Strategy policy: CS16 Development
Management policies: DM F1, DM F2, DM D2,
Basement and subterranean development
SPD.
Basement Impact
assessments / Outline
construction Method
Statement
• Outline Construction Method Statement: This document has to discuss and cumilatively analyse all the information obtained from the desk study, site investigation and the
engineering design work to assess any potential impact of the proposed scheme works on land stability, structural stability of adjoining buildings and highway if any, groundwater
flow in order to identify suitable construction management methods and mitigation measures. This document should consist of an outline of how the excavation and construction
works will be undertaken in sequence, underpinning/piling sequencing with drawings, propping and depropping sequence of any temporary works - It should show
how the horizontal and vertical loads are supported and balanced at all stages of construction and consider the interaction between permanent works and temporary works,
temporary work drawings, section drawings of the basement retaining wall, access details for the construction equipment etc.
• Proposed drainage scheme including SuDS (Sustainable Drainage Scheme) including drianage layout.
• Monitoring regime of the ground movements during construction if the basement works if there is any concern of ground movement or subsidence due to the slope of the land or
proximity to a neighboUring building or the highway.
Development proposals within or adjacent to
statutory protected areas, such as Sites of
Special Scientific Interest and Local Nature
Reserves, areas protected by planning policies,
such as Sites of Importance for Nature
Conservation, or proposals that may have an
impact on protected species.
The need for any type of survey, its scope and the appropriate methodology would usually be considered as part of the formal pre-application discussions. Typically, a Phase 1
Habitat Survey would need to be carried out by an appropriately qualified person at an appropriate time. Existing records of protected species and habitats in Merton and
neighbouring boroughs, which are held by the Greenspace Information for Greater London (GiGL), need to be reviewed before the site survey. The survey report should clearly
explain why the survey methods used were appropriate, set out the findings of the survey, consider whether the proposed development would impact on the relevant species or
habitats and recommend appropriate avoidance or mitigation measures and biodiversity enhancement measures.
London Plan policies: 7.19, 7.20 Core
Planning Strategy CS 13, CS 5 Development
Management policies DM O1, DM O2