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7401 LARIMER RD 2021-12-21
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7401 LARIMER RD 2021-12-21
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Last modified
12/21/2021 11:53:15 AM
Creation date
12/17/2021 11:51:12 AM
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Address Document
Street Name
LARIMER RD
Street Number
7401
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• <br /> y • <br /> April 10,2020 <br /> Page 3 <br /> • Relocate the UNT from its current east-west location at the common property line so that it <br /> runs north-south and extends to the northern boundary of the Golden Eagle Farms property. <br /> • Fill in approximately 200 feet of the south end of Ditch 3 and seed and vegetate this area to <br /> ensure soil stability. <br /> • Relocate the remainder of Ditch 3 to the east so that it is at least 15 feet from the Tonnes <br /> property boundary.This area will also be seeded and vegetated to ensure soil stability. <br /> • Fill and level the Golden Eagle Farms property a minimum of 15 feet to the east of the <br /> relocated Ditch 3 channel at the current elevation of the Tonnes property to alleviate slope <br /> stability concerns. <br /> Site location and features are shown in Figures 1 and 2. <br /> Restoration Components <br /> Unnamed Tributary Restoration <br /> The UNT will be relocated from its current location along the shared property boundary between the <br /> Tonnes and Golden Eagle Farms properties.The existing UNT along the shared boundary will be <br /> backfilled and compacted as shown in the Restoration Drawings included as Attachment 1.The UNT <br /> will be rerouted north approximately 840 feet through the Golden Eagle Farms property to the <br /> northern property boundary,where it will join an existing drainage ditch that flows east for <br /> approximately 1,200 feet before discharging to the Marshland Drainage Canal. <br /> The reconstructed UNT channel at the upper end will be approximately 3 feet deep, have a bottom <br /> width of 4 feet, and be constructed with 3-horizontal-to-1-vertical (3H:1V) side slopes.This slope was <br /> determined using guidance from a geotechnical investigation conducted at the site and presented in <br /> the geotechnical report, Geotechnical Investigation and Recommendations, which is included as <br /> Attachment 2. The depth and width will decrease incrementally to match the dimensions of the <br /> existing drainage ditch at the northern property boundary.Side slopes will continue to be 3H:1V. The <br /> side slopes will tie into the existing grade.Where the UNT intersects the drainage ditch at the <br /> northern property boundary,a culvert crossing will be installed to allow utility access for a utility <br /> easement owned by Puget Sound Energy.The culvert will be a 6-foot-diameter corrugated metal <br /> pipe(CMP) or high-density polyethylene (HDPE) pipe buried 2 feet below the channel bottom and <br /> have a minimum of 1 foot of cover to the roadway.The culvert is designed to meet American <br /> Association of State Highway Transportation Officials(AASHTO) H-20 loading requirements,as <br /> required by Puget Sound Energy. <br /> A 25-foot stream buffer will be established along each side of the new alignment of the UNT in <br /> accordance with City of Everett requirements and as shown in the Restoration Drawings(Attachment 1). <br /> The buffer will be seeded and planted with native trees and shrubs. No trees will be planted within the <br /> easement owned by Puget Sound Energy;the easement will only be planted with shrubs. <br />
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