Planning application
Land To The East Of Oakley Green West Auckland Bishop Auckland DL14 9JF
Relates to DM/25/02256/FPA
Permission granted. Work must normally begin within three years of the decision or the permission lapses.
Proposal
Discharge of conditions 3 (BNG), 4 (HMMP), 8 (CMP), 11 (CEMP), 12 (Otter Protection Plan), and 13 (Method Statement) pursuant to DM/25/02256/FPA
As published by the council, reference DM/26/00617/DRC
Application record
- Reference
- DM/26/00617/DRC
- Type
- Details Reserved by Condition
- Status
- Decided
- Decision
- Granted As published: Approved
- Received
- 11 Mar 2026
- Validated
- 13 Mar 2026
- Decided
- 15 Apr 2026
- Ward
- West Auckland
- Parish
- West Auckland
- Decision by
- DRC Delegated
- Postcode
- DL14 9JF
Site history
Applications at this address on the County Durham register
This site has had 2 applications since 2025: 1 approved, 0 refused.
-
DM/25/02256/FPA Awaiting decision
Land To The East Of Oakley Green West Auckland Bishop Auckland DL14 9JF
Provide an essential section of the walking and cycling route which will run along the former Stockton and Darlington Railway. Installation of a bridge structure and associated approach slopes for pedestrian and cycle use. Approach slopes, supported by reinforced earth embankments, connect into existing footpaths and public rights of way to the north and the south of the River Gaunless along the alignment of the former S&DR route. A new bridge structure, covering a length of 42.51 metres, is proposed to cross the River Gaunless and be constructed on the existing historic former Gaunless Bridge stone abutments. This bridge will provide a deck width of just under 3 metres which is safe for walking and cycling and will reinstate the connection between the land to the north and south of the river. The proposed bridge parapets will sit at a safe height of 1.1 metres. Atop the parapet, a top railing has been designed to be independent of the parapet arrangement, this will sit at a height of 1.5 metres. At the mid-point of the river, the deck will sit approximately 5 metres clear of the river. The deck is secured by weathered steel angle sections, welded along the top edge of the beams. The proposed bridge foundation design includes bored concrete piles at three locations within each abutment. The piled foundations will ensure that the new bridge will be a self-supporting structure and be fit for use. Approach slopes are proposed at each end of the bridge structure to provide a level ramped access to connect to the existing footpaths and land to the north and south of the Site, and the wider S&DR route. These slopes have been designed to have a 1:20 gradient which is compliant for use by cyclists, pedestrians and wheelchair users. These slopes will be formed using an earth retaining system, presented in a terraced form. A compacted gravel surface is to be used within the wider Scheme, is proposed to be used on the approach slopes and footpaths.
Timeline
Dates from the published record
-
11 Mar 2026
Received by County Durham
-
13 Mar 2026
Validated
Checked as complete and ready for consideration.
-
15 Apr 2026
Decision issued: Approved
-
20 Jul 2026
Added to PlanIndex
Related applications
Cases linked to this one on the register
-
DM/25/02256/FPA Awaiting decision
Land To The East Of Oakley Green West Auckland Bishop Auckland DL14 9JF
Provide an essential section of the walking and cycling route which will run along the former Stockton and Darlington Railway. Installation of a bridge structure and associated approach slopes for pedestrian and cycle use. Approach slopes, supported by reinforced earth embankments, connect into existing footpaths and public rights of way to the north and the south of the River Gaunless along the alignment of the former S&DR route. A new bridge structure, covering a length of 42.51 metres, is proposed to cross the River Gaunless and be constructed on the existing historic former Gaunless Bridge stone abutments. This bridge will provide a deck width of just under 3 metres which is safe for walking and cycling and will reinstate the connection between the land to the north and south of the river. The proposed bridge parapets will sit at a safe height of 1.1 metres. Atop the parapet, a top railing has been designed to be independent of the parapet arrangement, this will sit at a height of 1.5 metres. At the mid-point of the river, the deck will sit approximately 5 metres clear of the river. The deck is secured by weathered steel angle sections, welded along the top edge of the beams. The proposed bridge foundation design includes bored concrete piles at three locations within each abutment. The piled foundations will ensure that the new bridge will be a self-supporting structure and be fit for use. Approach slopes are proposed at each end of the bridge structure to provide a level ramped access to connect to the existing footpaths and land to the north and south of the Site, and the wider S&DR route. These slopes have been designed to have a 1:20 gradient which is compliant for use by cyclists, pedestrians and wheelchair users. These slopes will be formed using an earth retaining system, presented in a terraced form. A compacted gravel surface is to be used within the wider Scheme, is proposed to be used on the approach slopes and footpaths.
Documents
Plans, drawings, consultee responses and the officer's report
2 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.
Watch members (£5 a month) open the document list from here.
Open the documentsWhat this grant of permission means
County Durham granted permission on 15 April 2026, 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 condition discharge and variation applications
This application deals with conditions on an existing permission, supplying the details a condition requires or asking to vary or remove one, without reopening the permission itself. More in our guide to planning application types.
Nearby applications
Within 500 metres
-
Land To The East Of Oakley Green West Auckland Bishop Auckland DL14 9JF
94% historically approved · decision due ~11 Oct
Provide an essential section of the walking and cycling route which will run along the former Stockton and Darlington Railway. Installation of a bridge structure and associated approach slopes for pedestrian and cycle use. Approach slopes, supported by reinforced earth embankments, connect into existing footpaths and public rights of way to the north and the south of the River Gaunless along the alignment of the former S&DR route. A new bridge structure, covering a length of 42.51 metres, is proposed to cross the River Gaunless and be constructed on the existing historic former Gaunless Bridge stone abutments. This bridge will provide a deck width of just under 3 metres which is safe for walking and cycling and will reinstate the connection between the land to the north and south of the river. The proposed bridge parapets will sit at a safe height of 1.1 metres. Atop the parapet, a top railing has been designed to be independent of the parapet arrangement, this will sit at a height of 1.5 metres. At the mid-point of the river, the deck will sit approximately 5 metres clear of the river. The deck is secured by weathered steel angle sections, welded along the top edge of the beams. The proposed bridge foundation design includes bored concrete piles at three locations within each abutment. The piled foundations will ensure that the new bridge will be a self-supporting structure and be fit for use. Approach slopes are proposed at each end of the bridge structure to provide a level ramped access to connect to the existing footpaths and land to the north and south of the Site, and the wider S&DR route. These slopes have been designed to have a 1:20 gradient which is compliant for use by cyclists, pedestrians and wheelchair users. These slopes will be formed using an earth retaining system, presented in a terraced form. A compacted gravel surface is to be used within the wider Scheme, is proposed to be used on the approach slopes and footpaths.
Awaiting decision Full applications 27 docs -
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Granted Full applications 62 docs -
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Granted Heritage and listed buildings Windows or glazing 61 docs -
Wheatsheaf Inn 67 Manor Road St Helen Auckland Bishop Auckland DL14 9ER
External and internal works to facilitate change of use of ground floor and basement from public house (Sui Generis) to 2no. commercial units (1no. Class Ea convenience store and 1no. Eb restaurant) including replacement of window opening with entrance door, installation of signage, installation of odour extraction equipment including external extract duct to rear, installation of a temporary freestanding disabled access ramp; removal of internal partition walls and repairs to decorative ceilings and features
Granted Full applications Windows or glazing 61 docs -
Graham Logs And Timber 14G Aptec Enterprise Park Darlington Road West Auckland Bishop Auckland DL14 9PD
Retention of 2 steel shipping containers with associated timber structures and ductwork to house biomass boilers for the heating of adjacent industrial units on the business park
Withdrawn Full applications 10 docs
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