1 Vale of Glamorgan Deposit Replacement Local Development Plan

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Comment

1 Vale of Glamorgan Deposit Replacement Local Development Plan

HG1 KS4 - LAND AT CHURCH FARM, ST ATHAN

Representation ID: 6975

Received: 01/04/2026

Respondent ID: 1741

Respondent: Dwr Cymru Welsh Water : Developer Services

Representation Summary:

Water Supply - A hydraulic modelling assessment (HMA) will be required.
WAstewater - A hydraulic modelling assessment (HMA) will be required.
Wastewater Treatment Works - Welsh Water is delivering a scheme at West Aberthaw WwTW by 2030, and capacity will be available at the WwTW to accommodate foul flows from the proposed allocation upon completion of a scheme at the WwTW.

Attachments:

Comment

1 Vale of Glamorgan Deposit Replacement Local Development Plan

HG1 KS5 - LAND TO THE WEST OF ST ATHAN

Representation ID: 6976

Received: 01/04/2026

Respondent ID: 1741

Respondent: Dwr Cymru Welsh Water : Developer Services

Representation Summary:

Water Supply - A hydraulic modelling assessment (HMA) will be required.
WAste Wastewater - A hydraulic modelling assessment (HMA) will be required.
Wastewater Treatment Works - Welsh Water is delivering a scheme at West Aberthaw WwTW by 2030, and capacity will be available at the WwTW to accommodate foul flows from the proposed allocation upon completion of a scheme at the WwTW.

Attachments:

Comment

1 Vale of Glamorgan Deposit Replacement Local Development Plan

HG1 (1)

Representation ID: 6977

Received: 01/04/2026

Respondent ID: 1741

Respondent: Dwr Cymru Welsh Water : Developer Services

Representation Summary:

WAter Supply - The water network can supply the proposed development. 125mm, 450mm, 10” & 36” diameter watermains cross the site.
Wastewater - The public sewerage network can accept potential foul flows from this development site.
Wastewater Treatment Works - Cog Moors WwTW has capacity to accept foul flows from the proposed development.

Attachments:

Comment

1 Vale of Glamorgan Deposit Replacement Local Development Plan

HG1 (2)

Representation ID: 6978

Received: 01/04/2026

Respondent ID: 1741

Respondent: Dwr Cymru Welsh Water : Developer Services

Representation Summary:

Water Supply - Dwr Cymru Welsh Water has made representations on planning application ref 2023/00051/HYB. A hydraulic modelling assessment (HMA) will be required. A 160mm diameter watermain, and a 3” diameter abandoned watermain cross the site.
Wastewater - Dwr Cymru Welsh Water has made representations on planning application ref 2023/00051/HYB. The public sewerage network can accept potential foul flows from this development site.
A 1050mm surface water sewer crosses the site.
Wastewater Treatment Works - Dwr Cymru Welsh Water has made representations on planning application ref 2023/00051/HYB. Cog Moors WwTW has capacity to accept foul flows from the proposed development.

Attachments:

Comment

1 Vale of Glamorgan Deposit Replacement Local Development Plan

HG1 (3)

Representation ID: 6979

Received: 01/04/2026

Respondent ID: 1741

Respondent: Dwr Cymru Welsh Water : Developer Services

Representation Summary:

Water Supply - Dwr Cymru Welsh Water has made representations on planning application ref 2026/00056/FUL. A hydraulic modelling assessment (HMA) will be required. A 6” diameter watermain and a 6” diameter abandoned watermain cross the site.
Wastewater - Dwr Cymru Welsh Water has made representations on planning application ref 2026/00056/FUL. The public sewerage network can accept potential foul flows from this development site.
Wastewater Treatment Works - Dwr Cymru Welsh Water has made representations on planning application ref 2026/00056/FUL. Cog Moors WwTW has capacity to accept foul flows from the proposed development.

Attachments:

Comment

1 Vale of Glamorgan Deposit Replacement Local Development Plan

HG1 (4)

Representation ID: 6980

Received: 01/04/2026

Respondent ID: 1741

Respondent: Dwr Cymru Welsh Water : Developer Services

Representation Summary:

Water Supply - A hydraulic modelling assessment (HMA) will be required. A 150mm diameter watermain and 2 x 160mm watermains cross the site.
Wastewater - The public sewerage network can accept potential foul flows from this development site. A 300mm diameter surface water sewer crosses the site.
Wastewater Treatment Works - Cog Moors WwTW has capacity to accept foul flows from the proposed development.

Attachments:

Comment

1 Vale of Glamorgan Deposit Replacement Local Development Plan

HG1 (5)

Representation ID: 6982

Received: 01/04/2026

Respondent ID: 1741

Respondent: Dwr Cymru Welsh Water : Developer Services

Representation Summary:

Water Supply - A hydraulic modelling assessment (HMA) will be required.
Wastewater - A hydraulic modelling assessment (HMA) will be required.
Wastewater Treatment Works - Llantwit Major WwTW has capacity to accept foul flows from the proposed development.

Attachments:

Comment

1 Vale of Glamorgan Deposit Replacement Local Development Plan

HG1 (6)

Representation ID: 6983

Received: 01/04/2026

Respondent ID: 1741

Respondent: Dwr Cymru Welsh Water : Developer Services

Representation Summary:

Water Supply - Dwr Cymru Welsh Water has made representations on planning application ref 2022/00958/FUL. A hydraulic modelling assessment (HMA) will be required.
Wastewater - Dwr Cymru Welsh Water has made representations on planning application ref 2022/00958/FUL. The public sewerage network can accept potential foul flows from this development site.
A 65mm diameter pressurised rising main sewer crosses the site.
Wastewater Treatment Works - Dwr Cymru Welsh Water has made representations on planning application ref 2022/00958/FUL. Cowbridge WwTW has capacity to accept foul flows from the proposed development.

Attachments:

Comment

1 Vale of Glamorgan Deposit Replacement Local Development Plan

HG1 (7)

Representation ID: 6984

Received: 01/04/2026

Respondent ID: 1741

Respondent: Dwr Cymru Welsh Water : Developer Services

Representation Summary:

Water Supply - Dwr Cymru Welsh Water has made representations on planning application ref 2024/01152/FUL. A hydraulic modelling assessment (HMA) will be required.
WAstewater - Dwr Cymru Welsh Water has made representations on planning application ref 2024/01152/FUL. A hydraulic modelling assessment (HMA) will be required.
Wastewater Treatment Works - Dwr Cymru Welsh Water has made representations on planning application ref 2024/01152/FUL. Welsh Water is delivering a scheme at West Aberthaw WwTW by 2030, and capacity will be available at the WwTW to accommodate foul flows from the proposed allocation upon completion of a scheme at the WwTW.

Attachments:

Comment

1 Vale of Glamorgan Deposit Replacement Local Development Plan

HG1 (8)

Representation ID: 6986

Received: 01/04/2026

Respondent ID: 1741

Respondent: Dwr Cymru Welsh Water : Developer Services

Representation Summary:

Water Supply - A hydraulic modelling assessment (HMA) will be required.
Wastewater - A hydraulic modelling assessment (HMA) will be required. 100mm, 150mm and 225mm diameter foul sewers cross the site.
Wastewater Treatment Works - Welsh Water is delivering a scheme at West Aberthaw WwTW by 2030, and capacity will be available at the WwTW to accommodate foul flows from the proposed allocation upon completion of a scheme at the WwTW.

Attachments:

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