LadywoodLadywood, Birmingham

ENVIRONMENTAL MONITORING & REHABILITATION

Ladywood priority dashboard

Evidence-led screening. Mining-derived solutions. Community resilience.

Illustrative screening data

Sites screened

12

Ladywood study area

High priority

05

R ≥ 70 / 100

Area in sample

40.2 ha

Illustrative site areas

Weighting scenario

Base

L 40% · F 40% · G 20%

R = 0.40L + 0.40F + 0.20G

Environmental risk map

Ladywood · indicative extents

Loading Ladywood map…
High ≥ 70Medium 45–<70Monitor <45Flood extentGround grid

Priority ranking

Rehabilitation queue

SELECTED / BLR/LW-01

Port Loop · main driver: Surface-water flood risk

Rank range 1–3 across 4 scenarios

Site analysis · rank #2

Port Loop

BLR/LW-01 · 17.2 ha · 52.4842, -1.9284

Priority R

80.0

High priority

Illustrative scores · source values and site boundaries awaiting verification

L — Land condition75

High · Former industrial, part-cleared, phased development

F — Flood risk100

Very high · Surface water — high (canal loop, low-lying)

G — Ground condition50

GeoSure class C · Shrink-swell clay

Calculation

R = 0.400×75 + 0.400×100 + 0.200×50 = 30.0 + 40.0 + 10.0 = 80.0

Main risk driver: Surface-water flood risk (largest weighted contribution).

Large canal-enclosed former industrial peninsula. Extensive impermeable made ground with limited existing drainage attenuation.

Screening recommendation

Option A — Sustainable drainage (SuDS)

Source-control drainage: permeable surfacing, swales, rain gardens and attenuation basins managing runoff close to where it falls (Defra national SuDS standards).

Benchmark site from the Ladywood brief — used to check that the model flags known cases.

Intervention comparison

Options for Port Loop

Illustrative team ratings (1–5), not measured outcomes. Highlighted option is the screening recommendation — it is not a design decision.

Option A — Sustainable drainage (SuDS)

Source-control drainage: permeable surfacing, swales, rain gardens and attenuation basins managing runoff close to where it falls (Defra national SuDS standards).

Flood benefit
Land rehabilitation benefit
Community benefit
Feasibility on this site
Low maintenance burden
Indicative cost
Low–medium
Best for:
Flood-driven sites with permeable or improvable ground

Option B — Land rehabilitation

Ground treatment and re-profiling: capping or selective removal of made ground, regrading, soil improvement and vegetation establishment to stabilise the surface.

Flood benefit
Land rehabilitation benefit
Community benefit
Feasibility on this site
Low maintenance burden
Indicative cost
Medium–high
Best for:
Land-condition-driven sites and poor or unstable ground

Option C — Retrofit / baseline

Retain and improve existing structures and surfaces; monitor condition. Baseline against which the other options are judged, and the low-carbon default for occupied buildings.

Flood benefit
Land rehabilitation benefit
Community benefit
Feasibility on this site
Low maintenance burden
Indicative cost
Low
Best for:
Occupied or structurally sound sites with lower measured risk

Evidence register

Sources, assumptions & limitations

Model assumptions

  • Five team-defined bands map to 0, 25, 50, 75 and 100. This harmonisation introduces judgement; it is not a common classification published by all sources.
  • Base weights: L 0.40 / F 0.40 / G 0.20. Coarse ground-condition evidence receives lower weight. Four scenarios test this assumption.
  • Team thresholds: high ≥ 70; medium ≥ 45 and < 70; monitor < 45. Scores are a comparative index, not a flood probability.
  • Decimal scores show arithmetic, not measurement precision. Alphabetical ordering resolves equal scores and must not imply meaningful separation.

Limits that affect decisions

  • All site scores, footprint rectangles and flood polygons are illustrative. Ground grid cells are synthetic; none is an authoritative source extract.
  • Land status is not a contamination measurement. GeoSure screens natural hazards, not site-specific stability or every possible ground constraint.
  • Recommendations are candidates only. Confirm permeability, groundwater, contamination, utilities and stability before design or construction.
  • Intervention ratings and cost bands are team judgements, not quotations, predicted benefits or a validated decision matrix.

Proposed source register

Birmingham Brownfield Register

Proposed land-status source · register year cited by the team: 2025

Access date: not recorded · import: not verified

Strategic Flood Risk Assessment

Proposed flood screening source · Level 2 report: April 2012

Access date: not recorded · import: not verified

BGS GeoSure

Proposed natural ground-stability source · product resolution and licence must be checked

Access date: not recorded · import: not verified

National SuDS standards

Intervention guidance · Defra, 2025

Access date: not recorded · import: not verified

Sources are cited in the uploaded reports. Links are provided for traceability; their availability, licences and underlying values have not been verified here.