Planning application
25 Linden Close Thames Ditton Surrey KT7 0DG
Works: Extension Small domestic
Read from the description, not a valuation. How we read the register
Permission granted. Work must normally begin within three years of the decision or the permission lapses.
Proposal
Single-storey rear extension.
As published by the council, reference 2020/0003
Application record
- Reference
- 2020/0003
- Type
- Full Application
- Status
- Final Decision
- Decision
- Granted As published: Grant Permission
- Received
- 2 Jan 2020
- Validated
- 2 Jan 2020
- Decided
- 25 Feb 2020
- Ward
- Thames Ditton Ward
- Decision by
- Officer delegated
- Postcode
- KT7 0DG
Timeline
Dates from the published record
-
2 Jan 2020
Received by Elmbridge
-
25 Feb 2020
Decision issued: Grant Permission
-
2 Oct 2026
Added to PlanIndex
Documents
Plans, drawings, consultee responses and the officer's report
9 documents on file for this application
A planning file usually holds the application form, drawings and site plans, consultee responses, the officer's report and the decision notice.
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Open the documentsWhat this grant of permission means
Elmbridge granted permission on 25 February 2020, subject to any conditions on the decision notice. Work must normally begin within three years or the permission lapses. More in our guide to what happens after a planning decision.
About full applications
A full application seeks permission for a complete, detailed proposal in one go, with siting, design, access and landscaping all fixed at this stage. More in our guide to planning application types.
Nearby applications
Within 0.3 miles
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19 Linden Close Thames Ditton Surrey KT7 0DF
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33 Linden Close Thames Ditton Surrey KT7 0DG
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33 Linden Close Thames Ditton Surrey KT7 0DG
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Raleigh House Watts Road Thames Ditton Surrey KT7 0DB
89% historically approved · decision due ~12 Oct
Tree Preservation Order EL:04/44 - Significant direct root damage and pavement displacement have occurred along the white concrete access road. The roots of mature trees increase in diameter as they grow, exerting vertical pressure that lifts and cracks rigid overlying surfaces. The southern portion of the driveway, adjacent to T001, T002, and T003, shows severe displacement that has historically been patched using asphalt. The northern section, running past T004, T005, and T006, exhibits severe concrete distortion, heaving, and cracking where no asphalt patching has yet been applied. Because the road is concrete, these abrupt vertical transitions have created pedestrian tripping hazards that require engineering remediation.
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