Case 1: Known defects and incomplete inspections
Case input / evidence
Client brief
Prepare a staged plan to restore serviceability and explain what cannot yet be specified.
- F1
- 100mm clay. Fractures at 0.27m, 2.66m and 7.37m. Roots at 2.66m, 5.06m and 7.37m.
- F2
- 100mm clay. Reported DRB A. Junction and change of direction recorded.
- F3
- 100mm clay. Fracture and roots at 0.46m. Open joint at 1.22m. Possible gully-trap issue.
- S1
- Roots and coarse deposits. Inspection abandoned at 1.75m.
- S2
- Fine deposits increasing to 90%. Inspection abandoned at 1.90m.
Important uncertainty
The report narrative conflicts with the detailed log for S2.
Proposed remedial plan
Optional - add a real-world constraint or client preference. For example: The affected drainage runs are beneath a newly laid patio. Avoid excavation if a technically suitable internal repair is available.
How this works
This plan is generated live from the case facts shown here, the additional job context you provide, and a small set of publicly sourced drainage repair principles. The model is not given the contractor’s published recommendation.