10-14-2019 Council Packet - Laserfiche WebLink

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8 All parking, loading and truck staging activities will occur on site. On-street parking and loading is not proposed. 9. Storage shall not include material considered hazardous under Federal or State Environmental Law. The applicant is not proposing to store hazardous materials on site. Architectural Plans and Exterior Building Materials There are no changes proposed to the buildings or exterior building materials of either the single family house or accessory structure. A 45–gallon garbage container will be used for refuse and recycling. The location of the garbage container shall be compliant with Section 1007.043(5)(b)(2): a. All refuse, recyclable materials, and necessary handling equipment including but not limited to garbage cans, recycling bins, and dumpsters shall be stored within the principal structure, within an accessory building, or totally screened from eye level view from all neighboring uses and the public right-of-way. Off-Street Parking Requirements Sheet C2, Civil Site Plan indicates 16 parking stalls on the north side of the accessory structure. Contractor’s Offices, Shops and Yards require two (2) spaces for each employee. The sixteen (16) parking stalls would allow for up to 8 employees. Per the applicant’s narrative, they have 4 employees. The number of existing parking stalls is compliant. Grading Plan and Stormwater Management Per the Site Drainage Narrative prepared by Plowe Engineering, Inc. dated July 19, 2019, the site is semi-developed and there are 3 areas of discharge on the site (one offsite to the West, one offsite to the Southeast, and one onsite to the low area in the Northeast portion of the property). The proposed conditions drainage areas follow mostly the same delineation as those under the existing conditions. The main difference is that the site’s overall impervious area increased from 42.1% to 43.2% (52,680 sf) with the addition of the new bituminous surface. The discharge points remain the same. The new impervious surface is routed to the existing low gravel area on site. There is no change in rate control from existing to proposed conditions. A stormwater management plan is not required because less than 10,000 sf of new impervious is being created. Public Utilities The existing single family house is served by a private well and septic system. The accessory structure is served by an 8” municipal sanitary sewer and 12” municipal watermain located along Lilac Street. No changes to either the private or public systems are proposed. The City last received an inspection report for the septic system in 2016. Inspections are required every