Understanding planning · 13 min read
Planning application documents: what to read first
Understand planning application documents, officer reports and decision notices. Use a reading checklist, document table and worked example to inspect a case.
Application overview
Details of condition 6 (Demolition and Construction Management Plan) and 18 (surface water drainage design) of R21/0469. (Conversion of barns and stables to 6 dwellings with annex to House 1.Extension of 5 new detached Dwellings. Associated access, drainage and landscaping works.)
Proposal details
- Reference
- R26/0206
- Alternative references
- PP-14737531
- Agent
- Emma Clark
- UPRN
- 100071503524
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Sign in to view collected detailsDocuments 11 of 11
| Document | Published | Action |
|---|---|---|
| Cond 18: Surface Water Drainage Design - 26.02.2026Condition Info / Plan | Not published | View |
| Cond 6: Construction Management Plan - 26.02.2026Superseded | Not published | View |
| Received 26.02.26Application Form | Not published | View |
| Cond 18: note in relation to condition 18 r'cd 26.02.2026Supporting Information | 2 Mar 2026 | View |
| Cond 6: Construction Management Plan - 30.03.2026Condition Info / Plan | 31 Mar 2026 | View |
| Decision letter for condition 6Decision Notice | 20 May 2026 | View |
| Cond 18: Drainage design drawings, details and calculations rec'd 20/05/2026Condition Info / Plan | 20 May 2026 | View |
| FRM - ObjectionConsultee Comment | 10 Jun 2026 | View |
| FRM - ObjectionConsultee Comment | 10 Jun 2026 | View |
| Amended Surface Water Drainage DesignConsultee Comment | 4 Aug 2026 | View |
| Cond 18: Decision NoticeCondition Info / Plan | 4 Aug 2026 | View |
Documents open on the council website. Browse council documents if a link has changed.
Application timeline
Council milestones and published deadlines. A deadline passing does not confirm a decision.
Consultation expiry date
Past published deadlineA published target or deadline. It does not confirm an outcome.
Council sourceStatutory expiry date
Past published deadlineA published target or deadline. It does not confirm an outcome.
Council sourceDecision due date
Past published deadlineA published target or deadline. It does not confirm an outcome.
Council sourcePublicity end date
Past published deadlineA published target or deadline. It does not confirm an outcome.
Council sourceDecision expiry date
Published deadlineA published target or deadline. It does not confirm an outcome.
Council source
Decision & conditions
Decision letter for condition 6 Cond 18: Decision NoticePlanning conditions
- CONDITION 6: Prior to the commencement of any works, a Demolition and Construction Management Plan shall be submitted in writing to, and approved by, the Local Planning Authority. This shall include details relating to: • the control of noise and vibration emissions from demolition and construction activities including groundwork’s and the formation of infrastructure including arrangements to monitor noise emissions from the development site during the demolition and construction phase • the control of dust including arrangements to monitor dust emissions from the development site during the demolition and construction phase • measures to reduce mud deposition offsite from vehicles leaving the site. Development shall be carried out in compliance with the approved Demolition and Construction Method Statement, unless otherwise approved in writing by the Local Planning Authority. REASON: in the interests of residential amenity, to ensure the details are acceptable to the Local Planning Authority and to avoid significant adverse impacts in accordance with Policy SDC1 of the Rugby Local Plan.
- CONDITION 18: No development shall take place until a detailed surface water drainage scheme for the site, based on sustainable drainage principles has been submitted to and approved in writing by the Local Planning Authority in consultation with the LLFA. The scheme shall subsequently be implemented in accordance with the approved details before the development is completed. The scheme to be submitted shall: 1. Limit the discharge rate generated by all rainfall events up to and including the 1 in 100 year (plus an allowance for climate change) critical rain storm to the betterment runoff rate of 6l/s for the site in line with the approved surface water drainage design (version 2, dated 17 May 2023) and Flood Risk Assessment (version 1, dated 08 August 2022). 2. Provide drawings / plans illustrating the proposed sustainable surface water drainage scheme. The strategy agreed to date may be treated as a minimum and further source control SuDS should be considered during the detailed design stages as part of a ‘SuDS management train’ approach to provide additional benefits and resilience within the design. Where further above ground SuDS features are incorporated, features should be situated within Flood Zone 1 and/or outside of modelled flood extents to ensure there is no ingress of fluvial flood waters which may affect feature capacity. 3. Provide detail drawings including cross sections, of proposed features such as attenuation features, and outfall structures. These should be feature-specific demonstrating that such the surface water drainage system(s) are designed in accordance with ‘The SuDS Manual’, CIRIA Report C753. 4. Provide detailed, network level calculations demonstrating the performance of the proposed system. This should include: a. Suitable representation of the proposed drainage scheme, details of design criteria used (incl. consideration of a surcharged outfall), and justification of such criteria where relevant. b. Simulation of the network for a range of durations and return periods including the 1 in 2 year, 1 in 30 year and 1 in 100 year plus 40% climate change events. Calculations representing a surcharged outfall into the River Leam. c. Results should demonstrate the performance of the drainage scheme including attenuation storage, flows in line with agreed discharge rates, potential flood volumes and network status. Results should be provided as a summary for each return period. d. Evidence should be supported by a suitably labelled plan/schematic (including contributing areas) to allow suitable cross checking of calculations and the proposals. 5. Provide plans such as external levels plans, supporting the exceedance and overland flow routeing provided to date. Such overland flow routing should: a. Demonstrate how runoff will be directed through the development without exposing properties to flood risk. b. Recognise that exceedance can occur during any storm event due to a number of factors therefore exceedance management should not rely on calculations demonstrating no flooding. c. Include topography and site level details up to the proposed outfall into the River Leam to support and demonstrate that network flooding as a result of a surcharged outfall will not have an adverse effect to the development or nearby third party property and land. Such information should ensure properties will not flood in a range of return period events. REASON: To prevent the increased risk of flooding; to improve and protect water quality; and to improve habitat and amenity.
- Condition 18 - Surface water drainage Plans and documents. Elms Farm, Marton – Surface Water Drainage Design - 17th May 2023 Version 2.0 RAB: 3104 Received by the Local Planning Authority on the 26th February 2026 Drainage Design - Plan view - RAB3702_001 - V1 Drained areas - RAB3702_002 - V1 Typical Details - RAB3702_003 - V1 Typical Details - RAB3702_004 – V1 Causeway - File: 3702_FLOW_V2.pfd Network: Existing - 19/05/2026 - Pages 1-9 Received by the Local Planning Authority on the 20th May 2026 Rab - Elms Farm, Marton – Addendum RAB3702 – Addendum Note 15/06/2026 Version 1.0 Received by the Local Planning Authority on the 16th June 2026 Elms Farm, Marton Surface Water Drainage Design 07/07/2026 Version 3.0 RAB: 3702 Received by the Local Planning Authority on the 4th August 2026
