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Planning

Eckland Lodge Farm, Harborough Road, Attley Way, High Street, Little Street, Chapel Road, Station Road, Kirby Lane, Mackworth Drive - Various Planning Applications

LE16 8HBPublished 13/11/25
Northamptonshire Telegraph • 

What is planned?

NORTH NORTHAMPTONSHIRE COUNCIL
Article 15 of the Town & Country Planning
(Development Management Procedure) (England) Order 2015
Planning (Listed Buildings & Conservation Areas) Act 1990


Applications and other documents may be inspected at

www.northnorthants.gov.uk/papps.

Anyone who wishes to comment on any of the applications should write to me within 24 days. For details of how we treat your data, please see our privacy notice at

www.northnorthants.gov.uk/privacynotices


D R F G 25/00818/FUL: Construction and operation of a Battery Energy Storage System, together with related infrastructure, access, drainage, landscaping and other, associated works at Eckland Lodge Farm (land West of A6), Braybrooke, LE16 8HB
R D G 25/00810/FUL: Battery Energy Storage System with access, associated infrastructure, cable corridor, landscape and ecological enhancements at land NE of Railway at 476150 285700, Harborough Road, Braybrooke
D 25/01003/FUL: Mixed use development comprising of, (Plot 1) Drive Thru Coffee Shop Class Sui Generis, access, parking (including EV charging & Accessible), landscaping, signage and enclosures and associated development; and (Plot 2) warehouse building Class B2 (Storage/ Distribution)/B8 (General Industrial) and ancillary office accommodation, access, parking, landscaping and enclosures and associated development. at land West of, Attley Way, Irthlingborough
A B 25/00960/LBC: Internal installation of a double-sided digital TV in shop window at 40 High Street, Higham Ferrers, NN10 8BL
A 25/00959/ADV: 1 no. Digital TV screen internally installed. at 40 High Street, Higham Ferrers, NN10 8BL
A 25/01141/FUL: Change of Use from mixed commercial/residential to residential Use at 59 Little Street, Rushden, NN10 0LS
A B 25/01354/LBC: Electric vehicle charging point on exterior side wall of the main dwelling located along driveway at 8 High Street, Collyweston, PE9 3PW
A B 25/01021/LBC: Widening of existing garage door and alterations to fenestration and internal alterations at 3-5 Chapel Road, Weldon, NN17 3HW
A 25/01438/HFUL: Two storey rear extension and part first floor extension over previous single storey addition at 45 Station Road, Burton Latimer, NN15 5PB
D 25/01298/REM: Reserved Matters Application Pursuant to Outline Planning Permission 19/00351/OUT for 161 Dwellings and associated infrastructure associated with Parcel 6, Zone 2, Key Phase 1, including the discharge of condition 20 (Travel Plan) at Priors Hall Site, Kirby Lane, Deene, NN17 3EJ
A C 25/01407/HFUL: Careful demolition of defective and collapsed stonework garden wall, and rebuilding of wall at 9 Mackworth Drive, Finedon, NN9 5NL
A B 25/01516/LBC: Removal of wall between kitchen and orangery. at 10 High Street, Collyweston, PE9 3PW
A B 25/01173/LBC: Remove all external manifestation/artwork/branding/signage. Remove ATM and night safe; make good and infill with materials to match the facade at 16 High Street, Kettering, NN16 8SZ
A B 25/01020/HFUL: Widening of existing garage door and alterations to fenestration and internal alterations at 3-5 Chapel Road, Weldon, NN17 3HW
A B 25/01408/LBC: Careful demolition of defective and collapsed stonework garden wall, and rebuilding of wall at 9 Mackworth Drive, Finedon, NN9 5NL
B 25/01477/LBC: Investigation involving testing for purpose of a structural assessment. Trial holes should be completed at the crown of the arch for each span, a total of 3 trial holes should be completed (1 trial hole on each span). Trail hole 1 and 2 should be approximately 452mm in depth, and trail hole 2 should be approximately 644mm in depth. Continue until top of arch crown is reached. The trial holes should be completed on the east side of the carriageway. A total of 6 cores should be taken (2 cores at each trial hole) for compressive strength testing. Core diameter to be 75mm by 180mm in length, required for compressive strength determinations. Contractor to ensure that the cores do not go through the arch ring, as no debris or contaminated water can enter the watercourse below which is the Willow Brook watercourse., An additional 6 no. boreholes must be taken either side of each abutment, boreholes to be completed on the east side of the carriageway, to identify backing height and confirm if backing is present. Boreholes to be 75mm in diameter and cored down approximately 2m to verify the presence and height of backing. The invert depth will need to be measured as well as the height of the water level to the arch for each span at Blatherwycke Bridge, Main Street, Blatherwycke, PE8 6YW
A Affects a Conservation Area
B For Listed Building Consent
C Affects the setting of a Listed Building
D Major development
F Affects a Public Right of Way
G Departure from the Development Plan
R Railway land (within 10m)
Date of Notice 13 November 2025
George Candler, Executive Director, Place and Economy
North Northamptonshire Council, Development Management Services, Cedar Drive, Thrapston, NN14 4LZ

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