I am a civil engineering student working on a stormwater management report for a 66-acre site development. I am looking for an experienced stormwater engineer or tutor to review and help refine my design, not to redo the work. I will need the same tutor for the whole semester if possible.
Specifically, I would like help with:
- Verifying TR-55 hydrology assumptions (CN, Tc, sub-basin delineation)
- Checking detention basin sizing logic (P-1 wet basin, P-2 dry basin)
- Reviewing Qpost Qpre methodology for 10-, 25-, and 100-year storms
- Confirming Rational Method use for inlet and culvert sizing
- Sanity-checking FEMA floodplain compliance approach (no-rise, compensatory storage)
- Improving clarity and correctness of the Stormwater Management Plan (SMP) narrative
All calculations and figures are included in the uploaded document. I am looking for technical validation, corrections, and explanation, not a full rewrite.
Please respond only if you have stormwater / land development experience (TR-55, detention design, FEMA floodplain).
If youve worked on municipal stormwater or land development projects, please mention that in your response.
Requirements: as explained
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