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Neighbors press commission over 1011 Grecian Point revisions; decision deferred for more review

Meramec Harbor and Coastal Zone Management Commission · March 19, 2025
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Summary

A preliminary consistency review for revisions to the 1011 Grecian Point Road project drew extensive public comment on flood risk, wall design and wetland‑buffer impacts; the commission declined to make a final consistency decision and asked staff and applicants for additional materials and a possible site visit.

Commissioners heard two hours of public comment March 19 about revisions to a previously approved house and site at 1011 Grecian Point Road, then agreed not to finalize a consistency determination and requested more information and possibly a site visit before returning for further review.

The applicant’s counsel, Kristen Wilson, and design and engineering consultants described limited changes to a plan the commission reviewed in 2024: a shorter and lower retaining wall along the southern lot line, a lowered garage apron and a slot drain configuration, relocated steps, and minor landscape adjustments. The team said the northern infiltration chambers and other stormwater facilities remain largely unchanged and that the plan reduces some impervious area.

Why it mattered: Neighbors and retained experts challenged that account. Dan Natchez, who said he helped write the village LWRP, urged the commission to require clearer environmental tradeoffs for work in the village’s 100‑foot wetland buffer and noted the applicant’s plans show about 21% impervious area within the buffer and additional work that increases disturbance. Multiple neighbors and counsel alleged the project now includes more fill and a larger house footprint than earlier portrayals, questioned whether deep‑hole/percolation testing was done under appropriate presoak conditions, and warned that added fill and wall construction could worsen flooding on Grecian Point Road and increase risk to adjacent basements.

Technical debate: The applicant’s engineer explained that percolation and deep‑hole testing followed the New York State manual procedures and that the Coltec chambers and other practices were sized to mitigate increases in runoff, including storage up to the 100‑year event. Staff and the commission’s consultant (John Kellard) said their review found the submitted SWIP and testing to be compliant with village standards; neighbors’ counsel argued tests were performed in dry conditions and that the infiltration units sit closer to foundations and property lines than current guidance recommends.

Commission action and next steps: Commissioners said the public input raised substantial concerns that go beyond the narrow modifications under their review and requested additional, focused materials (grading cross‑sections, clearer plan sheets and a 3‑D or section view of the southern wall and adjacent properties) and suggested a site visit so commissioners can see grades and relationships in person. Because scheduling and quorum constraints were noted, the commission did not vote on consistency and will reconvene after staff compiles requested materials; the chair asked staff to coordinate with the applicant on the requested items and the next hearing date.