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2.0 EXISTING CONDITIONS SUMMARY <br /> Pre-Developed Site Conditions <br /> The site is currently developed with an asphalt parking lot. <br /> Topography <br /> The site is relatively flat with slopes less than 5%. <br /> Land Cover <br /> The site is developed and primarily covered with hard surface and landscaping. <br /> Adjacent Land Uses <br /> The site is bounded as follows: <br /> North: Retail, Zoned B - Business <br /> West: Jack-in-the-Box (Restaurant, Zoned B - Business) <br /> East: Fred Meyer (Department Store, Zoned B - Business) <br /> South: 132nd Street SE/SR 96 (Public Right-of-Way) <br /> Native Soils <br /> The United States Department of Agriculture Natural Resource Conservation Service <br /> (NRCS) identifies Alderwood-Urban land complex (5) underlying most of the project site. <br /> This soil is identified as part of the hydrologic soil group B which is conducive to infiltration. <br /> Groundwater is noted typically at depths between 18-36 inches. McKenna gravelly silt <br /> loam (32) is also identified on a portion of the site. This soil is in hydrologic soil group D. <br /> Groundwater is noted typically at depths between 0-6 inches. <br /> A geotechnical report for this site is provided by Pangeo. This report can be found in <br /> Appendix B. The following is their characterization of the infiltration capabilities of the site: <br /> "The native soils underlying the site consist of Vashon till, a dense to very dense deposit <br /> comprised of clay, silt, sand, and gravel. Till is generally not a suitable receptor soil for <br /> infiltration due to the high fines content and density. Where loosened by weathering <br /> infiltration rates of about 1/2 inch per hour may be obtained. Where unweathered, <br /> infiltration rates are typically less than 1/4 inch per hour. Perched groundwater, which can <br /> limit infiltration, also develops in till soils during wet season at the transition from <br /> weathered to unweathered soils. In summary, it is our opinion that non-infiltration <br /> alternatives should be considered to manage the surface runoff at the site." <br /> Drainage Patterns <br /> Currently stormwater runoff is collected by catch basins in the parking lot and routed <br /> northeast through the private drainage system. <br /> Critical and Sensitive Areas <br /> Per City of Everett GIS, there is a wetland on the northern portion of the site. However, <br /> this area is fully developed. There does appear to be a wetland to the east of the subject <br /> parcel, across the access road. <br />