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Private utilities would be required to be provided in compliance with the appropriate <br />utility company specifications per EMC 19.26.110. The Snohomish County PUD <br />submitted a letter indicating it has capacity to serve the proposal. Any required <br />easements necessary for utility access and maintenance would be required to be provided <br />prior to final approval and to be delineated on the final plat map. Exhibits I and 11. <br />17. The submitted materials included a preliminary drainage report, which has been <br />preliminarily reviewed by the Public Works Department. The Applicant also submitted a <br />geotechnical engineering evaluation of the site prepared in 2003 and an update prepared <br />in 2021 by qualified professionals, which provided recommendations for preliminary <br />storm vault design, cautioned about the likelihood of encountering perched groundwater <br />seepage during excavation, and perimeter drain recommendations. Prior to any earth <br />disturbing work, the project would undergo civil engineering design during which phase <br />stormwater management systems would be designed to handle all runoff from the <br />project's impervious surfaces as well as existing flows onto the site consistent with the <br />City's drainage regulations and construction standards and specifications. Current City <br />standards require compliance with the 2019 Department of Ecology Stormwater <br />Management Manual for Western Washington and the Everett Design and Construction <br />Standards and Specifications (DCSS). Exhibits 1, 7, 17, and 18. <br />18. The Applicant is required to provide site landscaping consistent with City's Category B <br />landscape standards. EJVC 19.35, 060 Table 35-1. Category B requires at a minimum a <br />I0-foot wide Type Ill landscape strip along the frontage of W. Mukilteo Boulevard, a <br />five-foot wide Type III landscape strip (or the distance between the buildings and the lot <br />lines) along the west perimeter of the site, and a 10-foot wide Type I landscape strip <br />along the east and south perimeter lines. In addition, five feet of Type III landscaping is <br />required along the private access drive. Type III would provide a minimum of one tree <br />every 30 feet along the required landscaped strip, and Type I landscaping would provide <br />a minimum of one spreading evergreen tree every 20 feet along the required landscape <br />strip with shrubs and ground cover along and a solid wood fence or masonry wall six feet <br />in height along the lot line. Compliance with these standards would be reviewed at time <br />of building permit issuance. Exhibit 1. No landscape plan was included in the record; <br />however, the site plan appears to contain adequate area to provide the required widths of <br />landscaping. Exhibit 3, Sheet C3.0. <br />19. A qualified consultant reviewed the site for regulated critical areas, finding a 1,345 <br />square foot Category IV slope wetland in the southern portion of the site with a habitat <br />score of 3. The wetland was not observed to be connected to any streams, ditches, or <br />other wetlands, and it receives hydrology from roof/footing drains from upslope <br />residential uses, precipitation, and groundwater. The US Army Corps of Engineers <br />reviewed the wetland report for the property and determined that the wetland is not a <br />water of the US and does not require Department of the Army authorization under <br />Section 404 of the Clean Water Act. Additionally, EMC 19.37.050.B(3)(a) exempts <br />Category IV wetlands smaller than 4,000 square feet in area from regulation provided <br />they are not associated with riparian areas/buffers, shorelines of the state/buffers, a <br />Everett Hearing Examiner <br />Findings, Conclusions, and Decision <br />Sage Homes Northwest LLC (REV1122-001) <br />page 8 of 22 <br />