2207 GIBSON PL 2020-06-16 - Laserfiche WebLink

1. PROJECT OVERVIEW This document is intended to provide engineering information necessary to support the SFR building and land disturbance activity permit applications to the City of Everett for the two new SFRs and driveway addition proposed on this short plat. The site is located at 2009 Mukilteo Boulevard, Everett, WA 98203, refer to Figure 1 for a vicinity map. The gross short plat area is approximately 1.12 acres. The existing site contains a single SFR, detached garage, shed, asphalt driveway and landscaping with a several mature trees. The existing SFR will be removed from the site but the existing detached garage and shed are to remain. The average slope of the site within the proposed area of disturbance is flat and averages less than 5% down to the north. Steep slopes are present within Lot 2, the top of the steep slopes are located in the northern portion of the site, within Tract 999, and the toe of the slope is located off-site of the project site. There is a concurrent BLA with the project parcel and the neighboring parcel to the west. The project parcel will increase in size. The neighboring parcel to the west will be reduced in size, due to the BLA. A 30 ft access and utilities easement will be granted to the neighboring parcel to the west. The existing driveway and driveway access will be improved and driveway additions will be made to serve the 2 new SFR's on the 2 new platted lots. Access to the site will be from the existing driveway access located on Gibson Place, to the south. This short plat proposes to construct more than 10,000 sf of New impervious surfaces. Due to the size of the project, minimum requirements 1-9 apply to all of the new impervious surfaces for this project along with all the disturbed pervious surfaces. Included on the following page is a copy of the MR flow chart out of the COE Drainage Manual showing how the applicable minimum requirements were determined. This proposal does not meet any of the land-use criteria that require specific source control for the final use and a SWPPP has been prepared to address the runoff from the site during construction. Refer to Sections 4 and 5 for a detailed discussion. Figures 2 & 3 are provided to show the existing and developed basins and runoff conditions for the two lots. The runoff from the proposed disturbance area, in the existing conditions, spreads over the flat landscaping as sheet flow. The topography of the site directs the runoff from the disturbance area over the western lot line, onto the middle lot. The runoff then continues north to the top of the steep slopes and leaves the project parcel over the northern property line. In the developed conditions runoff generated by the proposed impervious surfaces will be collected and conveyed to the north, over the bank with a dispersal tee discharging onto the BNSF R/W at the base of the slope. The on-site soils have also been reviewed by Julian Liu, a geotechnical engineer. The on- site soils were found to be Esperance sands, with the water table not encountered at a depth of 31.5 feet below grade and an infiltration rate of 4.5 in/hr. Refer to Appendix `B' of this report, to view Julian's findings and results. The USDA Web Soil Survey was also used to identify the on-site soils, which identified the soils as gravelly sandy loam. Refer to Figure 4 to view a soils map. However due to the proximity to the bluff to the north it was determined by the City of Everett that infiltration would not be feasible for this project and that is the reasoning behind the direct discharge to the base of the bluff. The drainage design for this project has been laid out per the COE 2010 Stormwater Management Manual. Robinett Short Plat 15-0403 Revised:April,2016 Page 3