Great Yarmouth Borough Council

No.	Condition Text
1.	Condition 2 requires that a surface water drainage strategy is submitted to and approved in writing by the Local Planning Authority. The application is supported by the following documentation: - Flood Risk Assessment, Document Reference: JE/VL/P24-3232/08) dated April 2025 and prepared by Create Consulting Engineers (Create) Limited. The following relevant sections/plans from the Flood Risk Assessment apply: Section 5.0 details the Foul and Surface Water Drainage And Flood Risk From the Development; and Plans - - 3232-CCE-XX-XX-DR-D-0002 P03 Proposed Foul and Surface Water Drainage Layout Sheet 1 of 3 - 3232-CCE-XX-XX-DR-D-0003 P03 Proposed Foul and Surface Water Drainage Layout Sheet 2 of 3 - 3232-CCE-XX-XX-DR-D-0004 P01 Proposed Foul and Surface Water Drainage Layout Sheet 3 of 3 - 3232-CCE-XX-XX-DR-D-0015 P01 Proposed Impermeable Areas - 3232-CCE-XX-XX-DR-D-0010 P01 Standard Details Sheet 1 of 4 - 3232-CCE-XX-XX-DR-D-0011 P01 Standard Details Sheet 2 of 4 - 3232-CCE-XX-XX-DR-D-0012 P01 Standard Details Sheet 3 of 4 - 3232-CCE-XX-XX-DR-D-0013 P01 Standard Details Sheet 4 of 4 - Appendix C: Site Investigation Report by Create Consulting Engineers Ltd - Appendix D: Greenfield Runoff Calculations - Appendix E: FLOW Drainage Calculations - Surface Water Calculations; Causeway dated 03/11/2025, ref: P24-3232, pages 1 - 11 inc. The submitted information is considered acceptable and the condition is hereby discharged in PART. The condition cannot be discharged in full as it requires the surface water drainage scheme to be installed in accordance with the approved details prior to first occupation of the development.

No.

Condition Text

Condition 2 requires that a surface water drainage strategy is submitted to and approved in writing by the Local Planning Authority. The application is supported by the following documentation: - Flood Risk Assessment, Document Reference: JE/VL/P24-3232/08) dated April 2025 and prepared by Create Consulting Engineers (Create) Limited. The following relevant sections/plans from the Flood Risk Assessment apply: Section 5.0 details the Foul and Surface Water Drainage And Flood Risk From the Development; and Plans - - 3232-CCE-XX-XX-DR-D-0002 P03 Proposed Foul and Surface Water Drainage Layout Sheet 1 of 3 - 3232-CCE-XX-XX-DR-D-0003 P03 Proposed Foul and Surface Water Drainage Layout Sheet 2 of 3 - 3232-CCE-XX-XX-DR-D-0004 P01 Proposed Foul and Surface Water Drainage Layout Sheet 3 of 3 - 3232-CCE-XX-XX-DR-D-0015 P01 Proposed Impermeable Areas - 3232-CCE-XX-XX-DR-D-0010 P01 Standard Details Sheet 1 of 4 - 3232-CCE-XX-XX-DR-D-0011 P01 Standard Details Sheet 2 of 4 - 3232-CCE-XX-XX-DR-D-0012 P01 Standard Details Sheet 3 of 4 - 3232-CCE-XX-XX-DR-D-0013 P01 Standard Details Sheet 4 of 4 - Appendix C: Site Investigation Report by Create Consulting Engineers Ltd - Appendix D: Greenfield Runoff Calculations - Appendix E: FLOW Drainage Calculations - Surface Water Calculations; Causeway dated 03/11/2025, ref: P24-3232, pages 1 - 11 inc. The submitted information is considered acceptable and the condition is hereby discharged in PART. The condition cannot be discharged in full as it requires the surface water drainage scheme to be installed in accordance with the approved details prior to first occupation of the development.