| Conditions / Reason for Refusal: |
01
The development hereby permitted shall be commenced before the expiration of three years from the date of this permission.
Reason
In order to comply with the requirements of the Town and Country Planning Act 1990.
02
The permission hereby granted shall relate to the area shown outlined in red on the approved site plan and the development shall only take place in accordance with the submitted details and specifications as shown on the approved plans (as set out below)
(Proposed site and elevations) (Received 03/09/2021)
Reason
In order to comply with the requirements of the Town and Country Planning Act 1990.
03
The materials to be used in the construction of the external surfaces of the development hereby permitted shall be in accordance with the details provided in the submitted application form. The development shall thereafter be carried out in accordance with these details.
Reason
In order to ensure a satisfactory appearance in the interests of visual amenity.
04
The development hereby granted shall not be occupied until details of the foul, surface water and land drainage systems and all related works necessary to drain the site have been submitted to and approved by the Local Planning Authority. These works shall be carried out concurrently with the development and the drainage system shall be operating to the satisfaction of the Local Planning Authority prior to the occupation of the development.
Reason
To ensure that the site is connected to suitable drainage systems and to ensure that full details thereof are approved by the Local Planning Authority before any works begin and in accordance with Policy CS25 of the Local Plan.
Informative
01
Surface water drainage plans should include the following:
? Rainwater pipes, gullies and drainage channels including cover levels.
? Inspection chambers, manholes and silt traps including cover and invert levels.
? Pipe sizes, pipe materials, gradients and flow directions.
? Soakaways, including size and material.
? Typical inspection chamber / soakaway / silt trap and SW attenuation details.
? Site ground levels and finished floor levels.
Surface Water Discharge From Brownfield Site:
There should be no increase in surface water discharge from the site to existing sewers / watercourses. On site surface water attenuation will therefore be required if drained areas to existing sewers / watercourses are to be increased.
A 30% net reduction to existing peak discharge (up to a 1/100 yr storm + 40% CC) will be required if the site is being re-developed. A full justification will be required where the development cannot achieve the 30% betterment on the existing run-off rate.
Watercourse consent may be required by the applicant from RMBC Flood Risk Team for any works on the watercourses adjacent to / crossing the site including discharging any surface water to the watercourse.
Positive and Proactive Statement
Whilst the applicant did not enter into any pre application discussions with the Local Planning Authority, the proposals were in accordance with the principles of the National Planning Policy Framework and did not require any alterations or modification.
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