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Developers, staff discuss utilities, hydrants and drainage for proposed Mona commercial subdivision
Summary
City staff and a developer discussed routing sewer and water, an 8-inch tap for a hydrant, gas looping, drainage/retention and phased lot infrastructure for a proposed commercial subdivision in Mona; no formal approval was requested at the meeting.
Planning and zoning members and city staff reviewed preliminary utility, drainage and access plans for a proposed commercial subdivision in Mona during the May 7 meeting, focusing on where sewer, water and gas lines would be routed and how stormwater would be managed.
The discussion centered on an existing 10-foot easement along Cemetery Lane that staff and the developer said would be used to run sewer and other utilities. City staff said sewer would be routed under the road and that water service and a fire hydrant would require tapping an 8-inch main on Cemetery Lane. A utilities staff member explained an 8-inch feed would be brought in to provide a hydrant and then services would be taken off that line for the site. Staff and the developer also discussed burying gas and water lines in a combined trench with required spacing between the two services.
Why this matters: the infrastructure choices determine construction costs, the site layout and whether the development can meet fire, health and engineering standards. Planning staff emphasized that developers must finalize engineered plans and that the project will be built in phases to match available funding and infrastructure work.
Details from the meeting: staff and contractors recommended placing a fire hydrant within the property (hydrant spacing guidance mentioned as every 500 feet) to improve insurance and fire protection. Participants discussed options for boring under the roadway versus trenching along Cemetery Lane and noted fiber-optic lines and other utilities already occupy corridor space. City staff and the developer also discussed running an 8-inch line to the hydrant and the value of looping gas lines to improve pressure for the neighborhood. Participants identified a likely location for a retention/ponding area at the south side of the site to collect runoff from parking areas and reduce off-site drainage impacts; staff said the soil and percolation at the site appeared suitable for infiltration features.
Speakers pressed for engineering detail before formal approvals. Staff said the developer should submit engineered plans showing sewer inverts and manholes, hydrant placement, the proposed retention area and the 40-foot internal roadway cross section. The developer and staff agreed this meeting was conceptual: final approval would follow a formal submittal and engineering review and the city would update the city council as the project advances.
Participants also discussed site layout items that would affect phasing and lot creation: the property will be subdivided into individual parcel IDs and developed in phases; the developer said some lots in the rear were planned for 1,800-square-foot units with one bathroom and basic utilities to start. Staff noted the project has a history of prior subdivision discussions and that bringing utilities to the property is the critical first step to make it developable.
The planning commission and staff asked the developer to coordinate with the county on any road improvements required at the highway interface and said the developer must secure any county access permits. City staff flagged coordination needs with the county’s planned road work on the corridor.
No formal vote or permit was taken at the meeting; staff said the developer should return with stamped engineering plans for formal review and permitting.
