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Floodplain Subdivision Feasibility and Platting

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Floodplain Subdivision Feasibility and Platting

An Iowa developer owns 42.3 acres zoned agricultural and requests rezoning and a 14-lot residential subdivision. The parcel has 1,240 ft of frontage on a paved county road. A creek crosses the east side; the 100-year floodplain covers 3.2 acres, and the floodway covers 1.1 acres. About 6.0 acres have slopes over 15%. A 60-ft-wide power line easement crosses the middle. County zoning requires minimum lot area 2.5 acres, minimum frontage 150 ft, and 66-ft right-of-way for new public streets; a cul-de-sac may not exceed 1,200 ft. The developer's sketch shows 14 lots averaging 2.6 acres, a 900-ft cul-de-sac, and lots 10โ€“14 entirely within the floodplain. The county sanitarian notes that 9 lots have not passed percolation tests; the developer wants to 'deal with septic later.' The planning commission meeting is in three weeks.

1. Evaluate whether the 14-lot sketch can be approved as submitted.

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The sketch is not approvable as submitted. Fourteen lots at the 2.5-acre minimum require at least 35.0 acres of qualifying lot area before roads, stormwater, easements, and unbuildable land are subtracted. The gross tract is only 42.3 acres. A 900-ft cul-de-sac with 66-ft right-of-way consumes roughly 1.4 acres, the 60-ft power easement consumes about 0.8 acre, and the floodway covers 1.1 acres that cannot be built upon. The 3.2-acre floodplain and 6.0 acres of steep slopes further reduce usable area. The sketch's 2.6-acre average lot size is a gross figure and does not prove that each lot meets the minimum after deductions.

Lots 10โ€“14 are entirely within the floodplain and cannot be approved as building lots. Nine lots lack percolation tests, and 'deal with septic later' is not an acceptable approval strategy. The sketch should be rejected or returned for redesign.

2. What redesign and approval strategy should the surveyor recommend?

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Recommend reducing the lot count and redesigning around the constraints rather than forcing 14 lots. The design should:

  • Keep building envelopes out of the floodway and preferably out of the 100-year floodplain.
  • Place lots on the better-drained, flatter ground and preserve the floodplain as open space or outlots.
  • Obtain sewer service or approved shared septic systems, with soil tests completed before plat approval.
  • Provide stormwater detention and show it on the plat.
  • Keep the cul-de-sac within the 1,200-ft limit and provide emergency access.
  • Coordinate early with the county engineer, sanitarian, zoning administrator, and floodplain administrator.

A cluster design or a lower lot count may fit the site, but the surveyor should not promise 14 lots before the buildable area is measured and the septic and floodplain issues are resolved.

3. What should the final plat show, and what approvals or certifications are needed?

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The plat should show the boundary, lots, right-of-way, cul-de-sac, easements, floodplain and floodway limits, building envelopes, septic or sewer areas, drainageways, detention areas, and setback lines. It should include the surveyor's certification, owner's dedication, and any required note that lots in the floodplain are restricted.

Approvals typically include the county planning and zoning commission, board of supervisors, county engineer, sanitarian, and floodplain administrator, plus any state or federal permits for stream or wetland impacts. The surveyor should ensure the plat is based on a current boundary survey and that the easement and floodplain information is accurately depicted before signing and sealing.