Location
LOCKWOOD BECK
LAND TO THE NORTH OF THE A171 AND WEST OF SWINDALE LANE
Proposal
DISCHARGE OF CONDIITONS 16 AND 32 OF PLANNING PERMISSION R/2014/0627/FFM FOR THE SITE PREPARATION PHASE OF WORKS ONLY FOR THE WINNING AND WORKING OF POLYHALITE BY UNDERGROUND METHODS INCLUDING THE CONSTRUCTION OF A MINEHEAD AT DOVES NEST FARM INVOLVING ACCESS, MAINTENANCE AND VENTILATION SHAFTS, T...
Application Type
Condition Discharge
Status
Approved
Parish(es)
Lockwood CP
Applicant
YORK POTASH LIMITED
Applicant's Address
7-10 MANOR COURT
MANOR GARTH
SCARBOROUGH
YO11 3TU
Agent
OVE ARUP AND PARTNERS LIMITED
Agent's Address
ROSE WHARF
78 EAST STREET
LEEDS
WEST YORKSHIRE
LS9 8EE
Agent's work phone
Agent's email
Case Officer
Mrs L Hall
Case Officer Telephone
01287 612343
Case Officer Email
Lyndsey.Hall@redcar-cleveland.gov.uk
Consultation Start
-
Weekly List Expiry Date
17/08/2016
Date Received
02/08/2016
Date Valid
04/08/2016
Expiry
29/09/2016
Consultation Expiry
-
associated_bldreg
-
Decision
CONDITION DISCHARGE GRANTED
Decision Date
12/09/2016
Decision Level
-
| # | Condition Details |
|---|---|
| 1 | 16. No development at Tocketts Lythe, Lockwood Beck or Wilton Portal shall take place until a surface water drainage scheme for that site, based on sustainable drainage principles and an assessment of the hydrological and hydro geological context of the development, has been submitted to and approved in writing by the Local Planning Authority. The drainage strategy should demonstrate the surface water run-off rates from the impermeable areas of the site during and following construction are limited to greenfield rates. The scheme shall be implemented in accordance with the approved details and thereafter be maintained. REASON: Required to prevent the increased risk of flooding, both on and off site from the outset of the project. |
| 2 | 32. (LOCKWOOD BECK): No development shall take place until a Surface Water Management Scheme based on sustainable drainage principles (described in Section 6 and outlined in Appendix A of the FRA) and an assessment of the hydrological and hydro-geological context of the development, has been submitted to and approved in writing by the Local Planning Authority. The Scheme shall demonstrate that surface water run-off generated up to and including the 1 in 100 critical storm will not exceed the run-off from the undeveloped site following the corresponding rainfall event. The Scheme shall include: a) Confirmation that the drainage scheme is to be built first to help minimise run-off from bare ground and to reduce any possible siltation of watercourses. It must also be in accordance with Part 3, Chapter 15, Appendix 15.10 of the MTS Surface Water Drainage, Basis of Concept Design. b) Surface water discharge rates from the impermeable areas of the site are to be limited to greenfield Qbar flows as calculated in Section 6 of the submitted Baseline Hydrological Assessment. c) During the Construction phase flows shall be attenuated up to and including the 1 in 20 event. d) Any landscaped areas that are draining to a swale must do so upstream of a check dam. e) During the Operational phase the SuDS attenuation features will remain the same size as during the construction phase. Due to the decrease in impermeable area these features must then attenuate flows up to and including the 1 in 100 event plus climate change event. Flow rates will still be restricted to greenfield Qbar flows during this time. f) Details of how the surface water drainage system will be maintained and managed throughout the lifetime of the development, including the construction phase. This must include details of maintenance to deal with any siltation of the attenuation storage basins and any resultant loss of capacity; g. A timetable for the implementation of the Surface Water Management Scheme, including during the construction phase. This is to include details regarding the phasing of the construction works demonstrating that the storage available during construction is maximised (i.e. that the period of time that only the minimum 1 in 20 standard of protection is kept to the shortest possible). Development shall thereafter proceed only in strict accordance with the approved Surface Water Management Scheme and the timetable included within it. Once implemented, the Surface Water Management Scheme shall be retained and maintained throughout the lifetime of the development such that it continues to function in the manner intended. REASON: To ensure a satisfactory means of surface water management and to reduce the risk of flooding from the outset of the project. |
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| Select all | Size | Date uploaded | |
|---|---|---|---|
| Application Form | |||
| Application Form | 121 kb | 02/08/2016 | |
| Consultee Responses | |||
| Consultee response - Environment Agency | 48 kb | 26/08/2016 | |
| Supporting Documentation | |||
| Surface Water Drainage Scheme - Lockwood Beck | 4014 kb | 02/08/2016 | |
| Surface Water Managment Scheme and Site Preparation | 2367 kb | 02/08/2016 | |
| Covering Letter | 27 kb | 02/08/2016 | |
| Flood Risk Assessment | 698 kb | 02/08/2016 | |
| Consultee Name | Date Letter Sent | Consultation Expiry Date |
|---|---|---|
| Condition Discharge - Janet Horne | 08/08/2016 | - |
| Engineers (Local Lead Flood Authority) | 08/08/2016 | - |
| Environment Agency | 08/08/2016 | - |