Planning commission tables request to vacate drainage easement at 1558 Meadowlark Drive

The Titusville Planning and Zoning Commission on Feb. 19 voted to table an application by homeowner John Dackler to vacate part of a 20‑foot public drainage easement at 1558 Meadowlark Drive after staff and commissioners identified inconsistencies between the advertised legal description and the applicant’s revised request and asked for additional engineering review.

Staff recommended approval of the smaller semicircular cutout shown in the meeting packet after reviewing a survey and elevations submitted by the applicant, but said the broader 10‑foot linear reduction originally requested would need further stormwater analysis. The commission moved to table the item to allow staff and the community development engineer to revisit the site and to ensure the staff report and the legal description presented to the public are consistent.

Why it matters: vacating a drainage easement changes where and how stormwater is routed on a lot and can affect adjacent properties and city drainage infrastructure. Commissioners said the record showed uncertainty about whether the feature on the property is an engineered swale that must be preserved or a berm that functions differently, and several members asked staff to inspect the site in person and to clarify the drainage implications before recommending a larger easement vacation.

In the staff presentation, planning staff said the application packet (Item 8A1) included a survey and permit references and noted that four of five utility providers raised no objections to vacating a 10‑foot portion of the 20‑foot easement; the community development engineer reviewed a survey of the semicircular cutout and found it sufficient for the narrower vacation described in the packet.

Applicant John Dackler, who said he began work on the request in 2017, told the commission he had paid for multiple surveys and had difficulty obtaining utility letters. "This has been a long and arduous process," Dackler said, and described a berm roughly eight to nine feet high on his lot that he said directs runoff to an off‑site drain. He asked the commission to approve the full 10‑foot reduction rather than the smaller semicircular cutout in the packet so he could place pavers and later a shed and office on the site.

Commissioners questioned the difference between a swale and a berm on the property and noted apparent inconsistencies between earlier public‑works language that described a relocated swale and the applicant’s photos and survey showing a raised berm. Member Garrard said the placement of an easement through the middle of a backyard was unusual and expressed sympathy for the applicant while urging caution about piecemeal vacations.

City staff and the community development engineer told the commission that vacating a portion of an engineered drainage element could require a stormwater report showing how the drainage capacity would be maintained or offset elsewhere. Staff advised that if the applicant wanted to alter the advertised legal description tonight, the item should be tabled so staff could analyze the revised description and update the written report.

The commission voted 7–0 to table the application to a date certain so staff could obtain further engineering input and ensure the legal description in the packet matched the area under consideration. Commissioners and staff discussed a tentative return date of March 19, 2025, and noted that if the legal description is changed the item will likely require re‑advertising. The applicant said he understood and indicated he would accept the semicircular cutout if necessary but preferred the larger 10‑foot linear vacate if staff could support it.

Ending: The commission’s tabling leaves the status of the 20‑foot drainage easement unchanged for now. Staff will revisit the site with the community development engineer, reconcile the legal description to the applicant’s request if amended, and return the item to the commission with an updated written report and any required stormwater analysis.