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NELSON GEOTECHNICAL <br /> NGA ASSOCIATES, INC. <br /> GEOTECHNICAL ENGINEERS & GEOLOGISTS <br /> Main Office Engineering-Geology Branch. <br /> 17311---135th Ave NE,A-500 5526 Industry Lane,#2 <br /> Woodinville,WA 98072 East Wenatchee,WA 98802 <br /> (425)486-I669 FAX(425)481-2510 (509)665-7696•FAX(509)665-7692 <br /> June 20,2018 <br /> Mr.Melvin Gay <br /> 5629- 151St Place SW <br /> Edmonds, Washington 98026 <br /> Stormwater Infiltration Letter <br /> Zillah Street Residential Development Infiltration <br /> Zillah Street <br /> Everett,Washington <br /> NGA Job No. 1040718 <br /> Dear Mr. Gay: <br /> This letter documents our explorations and provides our opinions and recommendations for the feasibility <br /> of stormwater infiltration stormwater infiltration evaluation of the proposed residential development <br /> project located along the southwest corner of the intersection of Zillah Street and lst Street in Everett, <br /> Washington as shown on the Vicinity Map in Figure 1. The parcel numbers for the properties are <br /> 00500302700100(northern parcel)00500302700200(southern parcel)., <br /> INTRODUCTION <br /> The site consists of two separate vacant parcels situated to the south and west of Zillah Street and 1st <br /> Street, respectively. The ground surface within the site generally slopes gently down from the western <br /> property line along an alleyway to the eastern property line along 1st Street. We understand that the <br /> proposed development plan will consist of constructing a new single-family residence within each <br /> property. <br /> Specific grading and stormwater plans were not available when this proposal was prepared, but we <br /> understand that stormwater may be directed to on-site infiltration facilities, if feasible. We have been <br /> requested to evaluate the infiltration capacity of the site soils. The City of Everett uses the 2014 <br /> Department of Ecology Stormwater Management Manual for Western Washington, (2014 SWMMWW) <br /> to determine the design of infiltration facilities. According to this manual, on-site infiltration testing <br /> consisting of the small Pilot Infiltration Test (PIT) is used to determine the long-term design infiltration <br /> rates. <br />