PlanningTrack
Get started

Council planning record

Discharge of conditions C13 (site levels), C15 (surface water drainage scheme), and C16 (foul water drainage scheme) pursuant to outline application 19/00836/OUT

Land East Of Eyebury Road Eye Peterborough

DeterminedReference: 26/00176/DISCHGPeterborough City Council

Last published check: 3 Oct 2026, 04:49. Check the council record for more recent changes.

Application location

Land East Of Eyebury Road Eye Peterborough

This record has no verified map location.

Application summary

Status
Determined
Application type
Compliance with Planning Condition(s)
Received
10 Feb 2026
Validated
Not published
Determination deadline
7 Apr 2026
Local authority
Peterborough City Council

Application overview

Discharge of conditions C13 (site levels), C15 (surface water drainage scheme), and C16 (foul water drainage scheme) pursuant to outline application 19/00836/OUT

Proposal details

Reference
26/00176/DISCHG
Alternative references
PP-14691451
Development type
Discharge of Condition(s)
Ward
Eye, Thorney & Newborough
Parish
Eye CP
UPRN
10093495644

Sign in to view all collected council fields and recorded changes.

Sign in to view collected details

Documents 129 of 129

DocumentPublishedAction
Application Supporting Document: System 1 - All Storms (Part2) - 20250410 Rev 1DCSUPDOC10 Feb 2026View
Plans: S38 Longitudinal Sections - Phase 1 (Sheet 4 of 6) - ST-3716-604ADCPLANS10 Feb 2026View
Plans: Drainage Areas Plan - Phase 1 (Sheet 2 of 2) - ST-3716-541ADCPLANS10 Feb 2026View
Application Supporting Document: Superseded Surface Water Implementation TimetableDCSUPDOC10 Feb 2026View
Application Supporting Document: System 1 - All Storms (Part1) - 20250410 Rev 1DCSUPDOC10 Feb 2026View
Plans: Plot Drainage - Phase 1 (Sheet 2 of 8) - ST-3716-422ADCPLANS10 Feb 2026View
Plans: Cross Sectioning Through Site Location Plan - ST-3716-651DCPLANS10 Feb 2026View
Application Supporting Document: System 2 - All Storms (Part2) - 20250410 Rev 1DCSUPDOC10 Feb 2026View
Application Supporting Document: System 1 - All Storms (Part4) - 20250410 Rev 1DCSUPDOC10 Feb 2026View
Plans: S38 Highway Contours - Phase 1 (Sheet 1 of 2) - ST-3716-720ADCPLANS10 Feb 2026View
Plans: External Levels - Phase 1 (Sheet 4 of 8) - ST-3716-404BDCPLANS10 Feb 2026View
Application Supporting Document: System 1 -All Storms (Part5) - 20250410 Rev 1DCSUPDOC10 Feb 2026View
Plans: Plan 2 - Extent of Works - Phase 2 - 205-A Rev BDCPLANS10 Feb 2026View
Plans: External Levels - Phase 2 (Sheet 2 of 5) - ST-3716-411BDCPLANS10 Feb 2026View
Plans: Plot Drainage - Phase 2 (Sheet 2 of 5) - ST-3716-432ADCPLANS10 Feb 2026View
Plans: External Levels - Phase 1 (Sheet 5 of 8) - ST-3716-405BDCPLANS10 Feb 2026View
Application Supporting Document: Techinical Approval CertificateDCSUPDOC10 Feb 2026View
Public Comment: Redacted - 25 High Street - second commentDCREPP13 Feb 2026View
Plans: Superseded S104 Headwall Construction Details - ST-3716-581DCPLANS10 Feb 2026View
Public Comment: Redacted - 25 High StreetDCREPP12 Feb 2026View
Public Comment: Redacted - 25 High Street - Third CommentDCREPP17 Feb 2026View
Plans: External Levels - Phase 2 (Sheet 5 of 5) - ST-3716-414BDCPLANS10 Feb 2026View
Plans: Plot Drainage - Phase 1 (Sheet 4 of 8) - ST-3716-424ADCPLANS10 Feb 2026View
Plans: Drainage Areas Plan - Phase 2 (Sheet 1)- ST-3716-542ADCPLANS10 Feb 2026View
Plans: Plot Drainage - Phase 1 (Sheet 7 of 8) - ST-3716-427ADCPLANS10 Feb 2026View
Application Supporting Document: System 2 - All Storms (Part3) - 20250410 Rev 1DCSUPDOC10 Feb 2026View
Application Supporting Document: Tobermore BBA Happas CertificateDCSUPDOC10 Feb 2026View
Plans: S38 Highway Construction Details (Sheet 1 of 3) - ST-3716-780DCPLANS10 Feb 2026View
Plans: External levels - Phase 1 (Sheet 3 of 8) - ST-3716-403BDCPLANS10 Feb 2026View
Plans: Foul Water Pump Station Elevation View - 3990-27055 PS1 PDASDCPLANS10 Feb 2026View
Plans: External Levels - Phase 2 (Sheet 1 of 5) - ST-3716-410BDCPLANS10 Feb 2026View
Application Supporting Document: System 1 - All Storms (Part3) - 20250410 Rev 1DCSUPDOC10 Feb 2026View
Plans: Site Cross Sections (Sheet 2 of 2) - ST-3716-652DCPLANS10 Feb 2026View
Plans: Plot Drainage - Phase 1 (Sheet 1 of 8) - ST-3716-421ADCPLANS10 Feb 2026View
Plans: External levels - Phase 1 (Sheet 8 of 8) - ST-3716-408BDCPLANS10 Feb 2026View
Application Supporting Document: System 2 - All Storms (Part1) - 20250410 Rev 1DCSUPDOC10 Feb 2026View
Plans: Section 104 Drainage Construction DetailsDCPLANS17 Feb 2026View
Plans: S38 Longitudinal Sections - Phase 1 (Sheet 3 of 6) - ST-3716-603ADCPLANS10 Feb 2026View
Plans: Plot Drainage - Phase 2 (Sheet 3 of 5) - ST-3716-433ADCPLANS10 Feb 2026View
Plans: Longitudinal Section along Land Drain - ST-3716-608DCPLANS10 Feb 2026View
Plans: Foul Water Pump Station Elevations View - 3990-27055 PS2 PDASDCPLANS10 Feb 2026View
Plans: Attenuation Pond Construction Details - Phase 2 - ST-3716-621DCPLANS10 Feb 2026View
Plans: External Works Construction Details - ST-3716-409DCPLANS10 Feb 2026View
Plans: Plot Drainage - Phase 1 (Sheet 5 of 8) - ST-3716-425ADCPLANS10 Feb 2026View
Plans: Longitudinal Sections (Sheet 6 of 6) - ST-3716-606BDCPLANS10 Feb 2026View
Application Supporting Document: Tobermore Specification Sheet Secura GrandDCSUPDOC10 Feb 2026View
Plans: Plot Drainage - Phase 2 (Sheet 4 of 5) - ST-3716-434ADCPLANS10 Feb 2026View
Plans: External levels - Phase 1 (Sheet 7 of 8) - ST-3716-407BDCPLANS10 Feb 2026View
Plans: External levels - Phase 1 (Sheet 1 of 8) - ST-3716-401BDCPLANS10 Feb 2026View
Application Supporting Document: Covering LetterDCSUPDOC10 Feb 2026View
Application Supporting Document: S104 Manhole Schedule - Phase 2 - ST-3716-525ADCSUPDOC10 Feb 2026View
Plans: Plot Drainage - Phase 1 (Sheet 6 of 8) - ST-3716-426ADCPLANS10 Feb 2026View
Superseded Application Supporting Document: Drainage Maintenance and Management PlanDCSUPDOC10 Feb 2026View
Plans: Superseded S104 Drainage Construction Details - ST-3716-580DCPLANS10 Feb 2026View
Superseded Plans: Engineering Layout - Phase 1 (Sheet 2 of 2) - ST-3716-511CDCPLANS10 Feb 2026View
Application Supporting Document: Manhole Schedule - ST-3716-520A-S104DCSUPDOC10 Feb 2026View
Application Form: Application FormDCAPFORM10 Feb 2026View
Plans: Plot Drainage-Phase 2 (Sheet 5 of 5) - ST-3716-435ADCPLANS10 Feb 2026View
Plans: External Levels - Phase 2 (Sheet 3 of 5) - ST-3716-412BDCPLANS10 Feb 2026View
Plans: Plot Drainage-Phase 2 (Sheet 1 of 5) - ST-3716-431ADCPLANS10 Feb 2026View
Plans: S38 Highway Manhole Schedule - Phase 2 - ST-3716-526ADCPLANS10 Feb 2026View
Plans: Plot Drainage - Phase 1 (Sheet 8 of 8) - ST-3716-428ADCPLANS10 Feb 2026View
Plans: Site Cross Sections (Sheet 1 of 2) - ST-3716-650DCPLANS10 Feb 2026View
Plans: S104 Agreement Plan - Phase 2 - ST-3716 212-ADCPLANS10 Feb 2026View
Plans: Longitudinal Sections (Sheet 1 of 6) - ST-3716-601ADCPLANS10 Feb 2026View
Plans: S38 Highway Contours - Phase 1 (Sheet 2 of 2) - ST-3716-721ADCPLANS10 Feb 2026View
Plans: Superseded Plot Drainage Construction DetailsDCPLANS17 Feb 2026View
Application Supporting Document: S38 Highway Manhole Schedule - ST-3716-521ADCSUPDOC10 Feb 2026View
Plans: External Levels - Phase 1 (Sheet 6 of 8) - ST-3716-406BDCPLANS10 Feb 2026View
Plans: Plot Drainage - Phase 1 (Sheet 3 of 8) - ST-3716-423ADCPLANS10 Feb 2026View
Application Supporting Document: System 1 - All Storms (Part6) - 20250410 - Rev 1DCSUPDOC10 Feb 2026View
Plans: External Levels - Phase 2 (Sheet 4 of 5) - ST-3716-413BDCPLANS10 Feb 2026View
Plans: Section 104 Longitudinal Section along Foul Water Rising Main - ST-3716-607ADCPLANS10 Feb 2026View
Plans: Plot Drainage Construction Details - ST-3716-419DCPLANS10 Feb 2026View
Plans: Section 104 Headwall Construction DetailsDCPLANS17 Feb 2026View
Plans: Attenuation Pond Construction Details - Phase 1 - ST-3716-620DCPLANS10 Feb 2026View
Superseded Plans: Engineering Layout - Phase 1 (Sheet 1 of 2) - ST-3716-510CDCPLANS10 Feb 2026View
Plans: Flow Control Construction Details - ST-3716-582DCPLANS10 Feb 2026View
Plans: S38 Longitudinal Sections (Sheet 2 of 6) - ST-3716-602ADCPLANS10 Feb 2026View
Superseded Plans: Engineering Layout - Phase 2 - ST-3716-515ADCPLANS10 Feb 2026View
Plans: Longitudinal Sections (Sheet 5 of 6) - ST-3716-605ADCPLANS10 Feb 2026View
Application Supporting Document: Anglian Water Acceptance LetterDCSUPDOC10 Feb 2026View
Plans: External levels - Phase 1 (Sheet 2 of 8) - ST-3716-402BDCPLANS10 Feb 2026View
Previous/Parent decision notice: - Parent decision notice (Ref: 19/00836/OUT)DCPRDEC18 Dec 2023View
Plans: Drainage Areas Plan - Phase 1 (Sheet 1 of 2) - ST-3716-540ADCPLANS10 Feb 2026View
Foul Water Pump Station Elevation View - 3990-27055-101DCPLANS25 Feb 2026View
Foul Water Pump Station Plan View - 3990-27055-102DCPLANS25 Feb 2026View
Surface Water Pump Station Elevation View - 3990-27055-103DCPLANS25 Feb 2026View
Surface Water Pump Station Plan View - 3990-27055-104DCPLANS25 Feb 2026View
Common Water Pump Station Kiosk & Plinth Detail - 3990-27055-105DCPLANS25 Feb 2026View
Common Water Pump Station Site Plan - 3990-27055-106DCPLANS25 Feb 2026View
Foul Water Pump Station Earthing Arrangement - 3990-27055-107DCPLANS25 Feb 2026View
Surface Water Pump Station Earthing Arrangement - 3990-27055-108DCPLANS25 Feb 2026View
Common Water Pump Station Hazardous Zoning - 3990-27055-109DCPLANS25 Feb 2026View
Foul Water Pump Station Washout Chamber at Chainage 31.126m - 3990-27055-110DCPLANS25 Feb 2026View
Foul Water Pump Station Elevation View - 3990-27055-201DCPLANS25 Feb 2026View
Foul Water Pump Station Plan View - 3900-27055-202DCPLANS25 Feb 2026View
Surface Water Pump Station Elevation View - 3900-27055-203DCPLANS25 Feb 2026View
Surface Water Pump Station Plan View - 3900-27055-204DCPLANS25 Feb 2026View
Common Pump Station Kiosk & Plinth Detail - 3990-27055-205DCPLANS25 Feb 2026View
Common Pump Station Site Plan - 3990-27055-206DCPLANS25 Feb 2026View
Common Pump Station Earthing Arrangement - 3990-27055-207DCPLANS25 Feb 2026View
Common Pump Station Hazardous Zoning - 3990-27055-208DCPLANS25 Feb 2026View
Foul Water Pump Station Above Ground Air Valve at Chainage 158.251M - 3990-27055-209DCPLANS25 Feb 2026View
Superseded: ST3716515CEngineering Layout Phase 2DCPLANS2 Mar 2026View
Superseded: Exceedance RoutesDCPLANS2 Mar 2026View
Application Supporting Document: Surface Water Implementation TimetableDCSUPDOC2 Mar 2026View
Superseded: ST3716510DEngineering Layout Phase 1 Sheet 1 of 2DCPLANS2 Mar 2026View
Superseded: ST3716511DEngineering Layout Phase 1 Sheet 2 of 2DCPLANS2 Mar 2026View
Application Supporting Document: Maintenance and Management Rev CDCSUPDOC2 Mar 2026View
North Level District Internal Drainage BoardDCCONWEB9 Mar 2026View
Foul Water Pump Station Elevations & Common water pump station elevations PackDCPLANS12 Mar 2026View
Technical Summary 3990-27055 DDCSUPDOC12 Mar 2026View
Lead Local Flood AuthorityDCCONWEB12 Mar 2026View
Revised - Engineering Layout - Phase 1 - Sheet 2 of 2 511-EDCPLANS12 Mar 2026View
Revised - Engineering Layout - Phase 1 - Sheet 2 of 2 511-EDCPLANS12 Mar 2026View
Exceedance Routes 550-ADCPLANS12 Mar 2026View
Revised -Engineering Layout - Phase 1 - Sheet 1 of 2 510- DDCPLANS12 Mar 2026View
Engineering Layout - Phase 2 515-DDCPLANS12 Mar 2026View
Site NoticeDCSNPHOT16 Mar 2026View
Site NoticeDCSNPHOT16 Mar 2026View
Site NoticeDCSNPHOT16 Mar 2026View
Site NoticeDCSNPHOT16 Mar 2026View
Anglian WaterDCCONWEB17 Mar 2026View
Parish CouncilDCCONWEB17 Mar 2026View
Local Highway AuthorityDCCONWEB17 Mar 2026View
Lead Local Flood AuthorityDCCONWEB18 Mar 2026View
Lead Local Flood AuthorityDCCONWEB18 Mar 2026View
DecisionDCDEC9 Apr 2026View

Documents open on the council website. Browse council documents if a link has changed.

Application timeline

Council milestones and published deadlines. A deadline passing does not confirm a decision.

  1. Received date

    Published milestoneCouncil source

  2. Registration date

    Published milestoneCouncil source

  3. Site notice date

    Published milestoneCouncil source

  4. Site notice end date

    Past published deadline

    A published target or deadline. It does not confirm an outcome.

    Council source

  5. Consultation expiry date

    Past published deadline

    A published target or deadline. It does not confirm an outcome.

    Council source

  6. Statutory expiry date

    Past published deadline

    A published target or deadline. It does not confirm an outcome.

    Council source

  7. Decision due date

    Past published deadline

    A published target or deadline. It does not confirm an outcome.

    Council source

  8. Dispatch date

    Published milestoneCouncil source

  9. Decision date

    Published milestoneCouncil source

  10. Extension date

    Past published deadline

    A published target or deadline. It does not confirm an outcome.

    Council source

  11. Application date

    Published milestoneCouncil source

  12. Decision expiry date

    Published deadline

    A published target or deadline. It does not confirm an outcome.

    Council source

Decision & conditions

Determined
Previous/Parent decision notice: - Parent decision notice (Ref: 19/00836/OUT) Decision
Planning conditions
  1. Condition 13: Partially Discharged Prior to the commencement of development details of existing and proposed site levels including the finished floor levels shall be submitted to and approved in writing by the Local Planning Authority. The plans shall include details of all finished floor levels, levels for associated garages and gardens, details of any earthworks, retaining features and confirmation that level access can be achieved. The development shall thereafter be carried out in accordance with the approved details. Reason: In the interests of visual and residential amenity in accordance with Policies LP16 and LP17 of the Peterborough Local Plan (2019). Plans and documents submitted in support of the discharge of C13: Plans: External levels - Phase 1 (Sheet 1 of 8) - ST-3716-401B Plans: External levels - Phase 1 (Sheet 2 of 8) - ST-3716-402B Plans: External levels - Phase 1 (Sheet 3 of 8) - ST-3716-403B Plans: External Levels - Phase 1 (Sheet 4 of 8) - ST-3716-404B Plans: External Levels - Phase 1 (Sheet 5 of 8) - ST-3716-405B Plans: External Levels - Phase 1 (Sheet 6 of 8) - ST-3716-406B Plans: External levels - Phase 1 (Sheet 7 of 8) - ST-3716-407B Plans: External levels - Phase 1 (Sheet 8 of 8) - ST-3716-408B Plans: External Levels - Phase 2 (Sheet 1 of 5) - ST-3716-410B Plans: External Levels - Phase 2 (Sheet 2 of 5) - ST-3716-411B Plans: External Levels - Phase 2 (Sheet 3 of 5) - ST-3716-412B Plans: External Levels - Phase 2 (Sheet 4 of 5) - ST-3716-413B Plans: External Levels - Phase 2 (Sheet 5 of 5) - ST-3716-414B Assessment: Public comments have expressed concern that the details do not include the Public Right of Way leading into the site from Thorney Road and this doesn't comply with Policy LP40. The application is only seeking discharge of the parcel of land which is subject to the reserved matters 24/00541/REM and not for the section of the land for the footpath. This will require a further application to discharge this information. This does not contravene the principles of Policy LP40. Eye Parish Council comments have raised an objection to the discharge of the condition. Application 26/00116/NONMAT altered the trigger of Condition 13 to allow for the submission of levels details prior to the commencement of development. It is noted the levels details are revised to respond to the surface water drainage strategy. Officers note the changes to the levels (reduction and increase) across the site to be able to deliver a gravity fed surface water drainage system. A key area is the southern boundary of rear curtilages for plots 16-59 which will include a retaining structure of varying heights and building materials. Where there may be changes to the levels of boundary plots, these are all considered to be acceptable to still maintain an acceptable amenity relationship with existing occupiers or neighbouring properties. Furthermore, the level changes across the site are not considered to result in harm to the street scenes across the development and where retaining features are used these have been sympathetically placed to minimise any visual intrusion to on and off site visibility. The Lead Local Flood Authority has observed that site levels were adjusted to accommodate the updated surface water drainage plan. The previous strategy involved a pumped system whereas sustainable drainage schemes should aim to mimic natural greenfield runoff patterns through a gravity-based system. The LLFA have worked closely with the developer and the LHA when reviewing the levels across the site. By changing the drainage to a gravity-based system, it resulted in areas of land being raised which had an impact on how the roads, houses, gardens and adjacent ditches interacted with one another. This proposal has resulted in the requirement for a small retaining wall to be positioned along the southern boundary of the site before the ditch on the southern boundary. The LLFA did raise concerns regarding the ownership of the retaining wall and what impacts it could have on surface water management if the wall was not maintained. To overcome this within Section 11 Southern Ditch Retaining Wall of the Drainage Maintenance and Management February 2026 Rev C; states in section 11.5 that ''the retaining wall feature and it’s maintenance will be retained by the management company, and the maintenance, repair, ownership and upkeep of this feature will be the management company’s responsibility in full.'' This is acceptable to the LLFA. The Local Highway Authority have no objections. It should be noted that where drawings split the site into phase 1 & Phase 2, this is not approved under this application and nor directly relation to the phasing of the development. Conclusion: The details submitted relating to condition 13 are deemed acceptable to the Local Planning Authority and comply with the submission requirements of the condition for the parcel submission. Condition 13 is hereby partially discharged, subject to implementation in accordance with the approved details.
  2. Condition 15: Partially Discharged Prior to the commencement of development (other than ecological investigation and surveys), a detailed scheme of the design, implementation, maintenance and management of the sustainable drainage scheme based on the approved preliminary SWS Drainage Strategy shall be submitted to, and approved in writing by, the Local Planning Authority. Those details shall include, but are not limited to: - A full and up to date sustainable drainage strategy and plan; - Information about the design storm period and intensity, discharge rates and volumes (both pre and post development), temporary storage facilities, means of access for maintenance, the methods employed to delay and control the surface water discharged rom the site and the measures taken to prevent flooding and pollution of the receiving groundwater and/or surface waters; - Any works required off-site to ensure adequate discharge of surface water without causing flooding or pollution (which should include refurbishment of existing culverts and headwalls or removal of unused culverts where relevant); - Construction/technical details of all drainage assets; - Hydraulic calculations; - Overland flood flow and exceedance routes, both on and off site; - A timetable for its implementation; - Maintenance and management schedules for all drainage assets, which includes details of the parties responsible for said maintenance throughout its lifetime. Consideration needs to be given to the access for maintenance for all drainage assets, which includes but is not limited to the wetland ponds and outfalls; and - Demonstration that it meets the government's national standards. The development shall thereafter be carried out in accordance with the approved details before the dwelling to which it relates is first occupied. Reason: To prevent the increased risk of flooding, to improve and protect water quality, improve habitat and amenity, and ensure future maintenance of the surface water drainage system, in accordance with Policy LP32 of the Peterborough Local Plan (2019). This is a pre-commencement condition as the foul drainage needs to be agreed at the outset of the development Plans and documents submitted in support of the discharge of C15: Exceedance Routes 550-A Section 104 Drainage Construction Details Section 104 Headwall Construction Details Drainage Areas Plan - Phase 2 (Sheet 1)- ST-3716-542A Drainage Areas Plan - Phase 1 (Sheet 1 of 2) - ST-3716-540A Drainage Areas Plan - Phase 1 (Sheet 2 of 2) - ST-3716-541A Plot Drainage Construction Details - ST-3716-419 Attenuation Pond Construction Details - Phase 1 - ST-3716-620 Attenuation Pond Construction Details - Phase 2 - ST-3716-621 Flow Control Construction Details - ST-3716-582 Plot Drainage-Phase 2 (Sheet 1 of 5) - ST-3716-431A Plot Drainage - Phase 2 (Sheet 2 of 5) - ST-3716-432A Plot Drainage - Phase 2 (Sheet 3 of 5) - ST-3716-433A Plot Drainage - Phase 2 (Sheet 4 of 5) - ST-3716-434A Plot Drainage-Phase 2 (Sheet 5 of 5) - ST-3716-435A Plot Drainage - Phase 1 (Sheet 1 of 8) - ST-3716-421A Plot Drainage - Phase 1 (Sheet 2 of 8) - ST-3716-422A Plot Drainage - Phase 1 (Sheet 3 of 8) - ST-3716-423A Plot Drainage - Phase 1 (Sheet 4 of 8) - ST-3716-424A Plot Drainage - Phase 1 (Sheet 5 of 8) - ST-3716-425A Plot Drainage - Phase 1 (Sheet 6 of 8) - ST-3716-426A Plot Drainage - Phase 1 (Sheet 7 of 8) - ST-3716-427A Plot Drainage - Phase 1 (Sheet 8 of 8) - ST-3716-428A Surface Water Pump Station Earthing Arrangement - 3990-27055-108 Surface Water Pump Station Elevation View - 3990-27055-103 Surface Water Pump Station Plan View - 3990-27055-104 Surface Water Pump Station Elevation View - 3900-27055-203 Surface Water Pump Station Plan View - 3900-27055-204 Surface Water Implementation Timetable Maintenance and Management Rev C Assessment: Public comments have expressed concern that the details do not include the Public Right of Way leading into the site from Thorney Road and this doesn't comply with Policy LP40. The application is only seeking discharge of the parcel of land which is subject to the reserved matters 24/00541/REM and not for the section of the land for the footpath. This will require a further application to discharge this information. This does not contravene the principles of Policy LP40. Eye Parish Council comments have raised an objection to the discharge of the condition. The drainage strategy is a gravity-based system which involves a series of highway swales, rain gardens and highway gullies which discharge into two attenuation basins within the site. Attenuation basin 1 is restricted to a rate of 10 l/s and attenuation basin 2 is restricted to a rate of 5.5 l/s. These are restricted to greenfield run off and therefore acceptable to the LLFA. It is also noted that the North Level IDB have no objections to the proposed discharge rates and drainage strategy. A land drain which runs along the northwestern boundary of the site is proposed to be filled with a French drain which will enable infiltration and water from the sports fields to be directed around the western boundary of the site before discharging into the ditch along the southern boundary. Suitable maintenance strips are provided and therefore this is acceptable to the LLFA. Alterations are proposed to the ditch along the southern boundary. This involves deepening the ditch and providing side slopes of 1 in 1.5. Whilst the LLFA would usually recommend a side slope of 1 in 3 for maintenance, the area will be managed by a management company. The developer and management company therefore have confirmed that they are content with the proposed bank and maintenance strip. This is acceptable to the LLFA. The LLFA note that the exceedance flows have been provided on drawing ST-3716 550 Rev A Exceedance Routes. In the previous response the LLFA raised concerns regarding the exceedance flow routes and requested that these be amended to ensure water is held within the site during the exceedance periods. The LLFA note that the drainage calculations demonstrate that the peak flows for the 1 in 100 year + 40% climate change events, that the storm are contained within the network and there is no flooding outside the system. Therefore, any exceedance flows will be minimal. The LLFA note that some flows have been amended marginally to ensure these are redirected towards on the onsite ponds. This is now acceptable to the LLFA. The timetable for implementation has been provided in Surface Water Implementation Timetable February 2026 Rev A. This document details how the suds ponds 1 and 2 will be delivered in terms of occupation of the site. For the site set up Section 2.5 details that the suds pond 1 will be excavated in month 1-6 to provide drainage for the site during construction. This is acceptable to the LLFA as will provide attenuation suitable for the development during the construction period. This will enable water to be filtered before discharging off site. The management and maintenance of the suds system has been provided in Drainage Maintenance and Management February 2026 Rev C. This provided details for how the development drainage system will be managed during, 1 year and post completion. This provided details relating to the various elements of the drainage strategy including the swales, rain gardens, filter strips and retaining wall. This is acceptable to the LLFA. A conveyance plan has been provided within this document identifying which sections of land will be passed to the management company such as the filter strip and retaining wall/ditch along the southern boundary. This is acceptable to the LLFA. Furthermore the Internal Drainage Board raise no objections to the scheme. As per the discharge of Condition 6 (25/01171/DISCHG) the phasing of the drainage system is to be discharged under this condition. The technical drawings and Implementation Timetable illustrate the sub-division of the development into two sites and split by the IDB central drain. This is acceptable to the LLFA & LPA. Key drainage features such as the ditches and the SUDs ponds have their own individual implementation triggers, which are also acceptable. It should be noted that SUDs Pond 2 has differing triggers for delivery in the document, following confirmation from the developer, the delivery of SUDs Pond 2 must be before the first occupation of Phase 4 & 5. Furthermore, the delivery of the french drain will be installed and connected prior to any occupation of plots 115-139 (the plots that connect into the french drain). Conclusion: The details submitted relating to condition 15 are deemed acceptable to the Local Planning Authority and comply with the submission requirements of the condition for the parcel submission. Condition 15 is hereby partially discharged, subject to implementation in accordance with the approved details.
  3. Condition 16: Partially Discharged Prior to the commencement of development (excluding site clearance works), a detailed scheme of foul drainage including details of any phasing or off-site connections/ infrastructure improvements shall be submitted to and approved in writing by the Local Planning Authority. The development shall thereafter be carried out in accordance with the approved details before the dwelling to which it relates is first occupied. Reason: In order to ensure that the site can be adequately drained, in accordance with Policy LP32 of the Peterborough Local Plan (2019). This is a pre-commencement condition as the foul drainage needs to be agreed at the outset of the development. Plans and documents submitted in support of the discharge of C16: Foul Water Pump Station Earthing Arrangement Foul Water Pump Station Elevation View - 3990-27055-101 Foul Water Pump Station Plan View - 3990-27055-102 Common Water Pump Station Kiosk & Plinth Detail - 3990-27055-105 Common Water Pump Station Site Plan - 3990-27055-106 Foul Water Pump Station Earthing Arrangement - 3990-27055-107 Foul Water Pump Station Above Ground Air Valve at Chainage 158.251M - 3990-27055-209 Foul Water Pump Station Washout Chamber at Chainage 31.126m - 3990-27055-110 Foul Water Pump Station Elevation View - 3990-27055-201 Foul Water Pump Station Plan View - 3900-27055-202 Common Pump Station Kiosk & Plinth Detail - 3990-27055-205 Common Pump Station Site Plan - 3990-27055-206 Common Pump Station Earthing Arrangement - 3990-27055-207 Common Pump Station Hazardous Zoning - 3990-27055-208 Plot Drainage-Phase 2 (Sheet 1 of 5) - ST-3716-431A Plot Drainage - Phase 2 (Sheet 2 of 5) - ST-3716-432A Plot Drainage - Phase 2 (Sheet 3 of 5) - ST-3716-433A Plot Drainage - Phase 2 (Sheet 4 of 5) - ST-3716-434A Plot Drainage-Phase 2 (Sheet 5 of 5) - ST-3716-435A Plot Drainage - Phase 1 (Sheet 1 of 8) - ST-3716-421A Plot Drainage - Phase 1 (Sheet 2 of 8) - ST-3716-422A Plot Drainage - Phase 1 (Sheet 3 of 8) - ST-3716-423A Plot Drainage - Phase 1 (Sheet 4 of 8) - ST-3716-424A Plot Drainage - Phase 1 (Sheet 5 of 8) - ST-3716-425A Plot Drainage - Phase 1 (Sheet 6 of 8) - ST-3716-426A Plot Drainage - Phase 1 (Sheet 7 of 8) - ST-3716-427A Plot Drainage - Phase 1 (Sheet 8 of 8) - ST-3716-428A Assessment: Public comments have expressed concern that the details do not include the Public Right of Way leading into the site from Thorney Road and this doesn't comply with Policy LP40. The application is only seeking discharge of the parcel of land which is subject to the reserved matters 24/00541/REM and not for the section of the land for the footpath. This will require a further application to discharge this information. This does not contravene the principles of Policy LP40. Eye Parish Council comments have raised an objection to the discharge of the condition. Anglian Water have reviewed the information and find the details outlined in ST-3716 511-D/ST-3716 510-D acceptable. Conclusion: The details submitted relating to condition 16 are deemed acceptable to the Local Planning Authority and comply with the submission requirements of the condition for the parcel submission. Condition 16 is hereby partially discharged, subject to implementation in accordance with the approved details.
Related records

Understand this planning record

All planning guides

  • Understanding planning · 13 min read

    Planning application documents: what to read first

    Understand planning application documents, officer reports and decision notices. Use a reading checklist, document table and worked example to inspect a case.

    UK research
    Published Updated

  • Understanding planning · 13 min read

    Planning application statuses explained

    Understand pending consideration, approved, refused and withdrawn planning applications. Compare status labels and find the documents explaining each outcome.

    UK research
    Published Updated

  • Understanding planning · 13 min read

    Planning permission drawings: how to read plans

    Read planning drawings, floor plans, elevations and sections. Use labelled diagrams, a drawing comparison table and revision checks to understand a proposal.

    UK research
    Published Updated