Home Farm Buildings Main Street Blatherwycke PE8 6YW

1. 29 Apr 2026

   Received by North Northamptonshire

2. 27 Jul 2026

   Added to PlanIndex

3. Decision

   Awaiting decision

   Decision expected by 24 June 2026, 8 weeks from validation under the statutory target for most applications. Extensions of time are common and are agreed case by case.

   North Northamptonshire took a median of 78 days over the applications it decided in the last year.

This application is with North Northamptonshire for determination, against a statutory target of eight weeks. Over the last year North Northamptonshire decided full applications in a median of 122 days. More in our guide to how long planning decisions take.

A full application seeks permission for a complete, detailed proposal in one go, with siting, design, access and landscaping all fixed at this stage. More in our guide to planning application types.

• Blatherwycke Bridge Main Street Blatherwycke PE8 6YW

  25/01477/LBC Submitted 14 Oct 2025 395m away

  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.

  Granted Heritage and listed buildings 7 docs

• 26/02635/FUL Awaiting decision

  Pharmaron Uk Pegasus Way Rushden NN10 6ER

  Installation of two 2.6m high powder-coated steel bi-fold security gates with mesh infill

  15 Sep 2026 Full applications
• 26/02633/FUL Awaiting decision

  Unit 3 Home Farm Close Wadenhoe PE8 5TE

  Change of use from business use E(g) to residential flat C3

  15 Sep 2026 Full applications
• 26/02604/FUL Awaiting decision

  Workshop Adj 70 Duke Street Kettering NN16 9EA

  Proposal to demolish the existing workshop at 72 Duke Street and replace with a one bedroom two storey dwelling

  14 Sep 2026 Full applications
• 26/02597/FUL Awaiting decision

  Wren Spinney School Westover Road Kettering NN15 7LB

  Security fencing to boundary

  11 Sep 2026 Full applications
• 26/00725/FUL Granted

  Abbott House Residential Home Historic Glapthorn Road Oundle PE8 4JA

  Demolition of derelict care home and erection of 9 dwellings with associated private drives and landscaping

  18 Mar 2026 Full applications