1707 MERRILL CREEK PKY 2018-01-02 MF Import

i � rroject nescrtpfi�on: � The site is ]ocatrd in the northeast quadrant of the intetsection of Merrill Crcek Parkway � and Hardeson Road in Everett Washington(Sa Site I.ocation Map,Figure 1). The site is bordered by Memll and Ring Creek ro the west, singlo family residences located to the east and north with light industrial aroas ro the south of the site. The site is 20.68 acres in I size, of which 9.92 acres is planned for development with the camaining 10.76 acres to remain undeveloped. The pmposed improvemenu include the construction of a 244 multi-family unit apartment complex and will include all necessary parking, utilities and Ilandscaping. ISite Drainage Features: ' Topography of the area to be developed slopes from the east to the west, with slopes ranging between 3.59b to 5096. I Three wedands have been delineated on the site. A fairly large weAand is located in the northern area of the site and is comprised of more than one acre with two much smaller wedands located in the west-central portion of the property. The two smaller wedands are comprised of 3,675 square feet and 950 square feet. � Currendy the site vegetation consisu primarily of a mixed coniferous forest with thick underbrush. Old growth stumps found on site indicate that this is a second growth forest. �_ Some sand mining had bcen done previously on site in the southeastern and central areas and in these areas reside a stand of red alder trees. � According to The Soil Survey of the Snohomish County Area", the soil for this area is classified as an Alderwood type soil, which consists of a gravely, sandy, loam and is � located on slopes of less than 8 percent. This soil type has moderauly high runoff potendal. For hydrologic modeling purposes, the soils onsite are classified as a SCS soil type "C"within Table I-5.5 hydrologic soil groups for soils in the Everett area. ' 1'he site is located within the Merrill and Ring Croek Drainage Basin. Existing stormwater on the site travels overland in shat flow and some channel flow exists within I naturally occurring ravines. Drainage from the site flows into Merrill and Ring Creek and then flows north along the property's entire west property boundary and eventually enters Possession Bay. ( I 2 � �