1001 SHUKSAN WAY 2016-01-01 MF Import

. ( ( � 4. Public Servica: (i) Adn+��ate�� S�ooiv: . Fin in • City water mains are located on Hardeson Road,Mertill Crak Parkway and Glenwood Avenue. Water mains must be extended through the site to service eact►of the lou with adequate average daily flows, peak flows and fire flows.Looped water systems must be installed on She site in accordance with City standards. Water systea►irt►Provemmu must be phased in a manner that provides adequate sesvice during each phase of development on the four lots. The fire flow requirement for the project will be determined when developments are proposed on the lots. The Southwest Everett Subarea Plan deterntined that water service could be provided to the subarea at 4,OQ0 gallon per acre per day,with a fire flow of 3,500 gallons per minute. Further analysis indicates that Lot 1 of this Binciing Site Plan can be served with 4,000 gallons per minute of fire flow without adversely affecting the remainder of the system. ['onclusion�: Adequate water supply wi11 be available to the new lots. ��.y,nfP w e Disuosal: Findin¢s: Public sewer mains exist on Hardeson Road,Merrill Creek Parkway and Glenwood Avenue. These facilities will he�•e to be extended through the to serve development of each , parcel. Sewer system improvements must be phased in a manner that pro�ides adequate service , during each phase of development on the four lots. The Southwest Everett Subarea Plan determined that sewer service could be provided to the subarea at 1,700 gallons per acre per day of average flow, and 4,000 gallon per acre per day of instantaneous peak flow or 2.7 gallons per acre per minute. Sewer service to Lots 1, 2 and 3 can be provided from the Hardeson Road line. Sewer service to Lot 4 will be detertnined at the time development or further land division is proposed. All connections must be made per City Standazds. ('onclusions: Adequate sewage disposal will be available to the new lots. �� Anorooriate Storm Draina¢e Imorovements: Fin in • Drainage improvements are required on this site per the Stormwater Manual and the Design and Construction Standards and Specifications for Development. This includes on-site detention and water quality treatment facilities. Following on-site detention and water qualiry treatment, the stormwater wili be discharged to the appropriate drainage basin. Tlvee drainage basins extend onto the site: Mertill and Ring Creek, Glenwood, and Pigeon Creek No. 2. The � cotlected surface water exiting the property must be conveyed to the nearest established, stable drainage course,within the naturally occurring drainage basin. ('onclusions• Appropriate storm drainage improvements will be provided on the site. 3 3/q