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Developers preview Dorset Crossing car wash; planners seek more detail on hours, water recycling and traffic
Summary
At a preliminary master-plan review, developers proposed a 7,000-square-foot car wash at Dorset Crossing (Lot F). Presenters described on-site recycling (estimated 30–40%), capacity for queuing on site, and dark-sky lighting; commissioners requested formal letters from water/sewer providers and flagged concerns about a potential 24-hour operation.
Developers and their design team presented a preliminary amendment to the Dorset Crossing master plan (ZC26-11) on June 1, 2026, proposing a car wash on Lot F. The non-binding pre-application review covered the site layout, architecture, landscaping, water/recycling systems and a traffic/queuing analysis; commissioners gave generally favorable feedback but requested additional technical documentation before a formal application.
Engineer Brandon Hanfield said the proposed single-building facility would have a roughly 7,000-square-foot footprint with a 125-foot automatic tunnel, two touchless/self-serve bays and three detail bays by appointment. The design provides queuing for about 18 vehicles before the tunnel and additional stack space along the master-plan driveway, and the team added a trash enclosure and extra landscape buffering to reduce visibility from Hot Meadow Street. Hanfield said lighting will use down-shielded LED fixtures and house-side shields to limit off-site spill.
Traffic engineer Scott Heskith presented trip-generation and queuing work. He said the car wash alone projects about 105 AM, 172 PM and 226 Saturday peak-hour trips, and that total site trips would be lower than some previously approved configurations for the master plan. A probabilistic queuing analysis estimated an expected queue of only about two vehicles under typical PM peak conditions and a low probability (~1.5%) that queues would exceed 10 vehicles; the team argued the plan provides sufficient on-site storage to avoid off-site backups.
On operations and environmental controls, the applicant said the facility will capture wash water and treat it through oil/water separators and grit tanks with an internal recycling system; the presenter estimated roughly 30–40% of wash water could be recycled on-site. Commissioners asked the applicant to provide formal letters from Aquarian and the WPCA on water capacity and sewer impacts for the formal application.
Commissioners raised several issues to be addressed before a master-plan application: verifying water and sewer capacity (Aquarian and WPCA letters requested), clarifying which lights will remain on after-hours, refining screening around the dumpster, and evaluating whether the self-serve lanes being proposed for 24-hour access are appropriate in a community that rarely sees 24-hour operations. The Design Review Board had been generally positive but requested additional screening for the dumpster enclosure. The applicant team said they would return with a master-plan amendment and noted the formal application will also go to the Planning Commission, Design Review Board and the appropriate state traffic office for review.
Next steps: the team plans to submit the master-plan amendment in a subsequent filing (planned later this month) for formal review; commissioners asked for more detailed elevation/street-view renderings showing landscaping and screening and for letters from water and sewer providers.
