1500 INDUSTRY ST 2018-01-01 MF Import

� Conclusions: Adequate water suppty will be available to the new lots subjcct to the limi�ations identified in the South�.vest Everett Subarca Plan. Fire (low can bc provided at the rate of 5,000 gallons per minutc. (ii) Adequale SewaQe Disnosal: Findin�s: Public sewer mains exist on Hardeson Road, Merril! Creek Parkway and Glemvood Avenue. The Southwest Gverett SuUarea Plan detemiined that sewer service could be provided to Ihe subarea at 1,70G gallons per acre per day of average flow, and 4,000 gallon per acre per day of instantancous peak flow o*2.7 gallons per acre per minute. Any sewer demand above ihis amount must be evaluated further. Sewer service to Lots 8A, SB, 8C, and 8D can Ue provided from Ihe Mcrcill Creek Parkway line. Sewer service to Lot 8H can be provided from the Hardeson Road line. Sewer s�rvice to Lots 8G, 8F, and 8G can be provided from the Glemvood A��enue line through the CSR Associated property. Should these latter lols be developed prior to the availability of the sewer through the CSR Associated site, an altemative sewer service must be provided as approved the E��crett Public Works Department. All sewer Cacilities must be constructed to City of Everett slandards. Conclusions: Adequate sewage disposal will be available to the new lots, subject to thc limitations identified in the Southwest Everett Subama Plan. (iii) App�riate Storm Drainaee [m�rovements: Findinas: Drainuge improvements are required on this site per the Storn»vater Manual and thc Design and Construction Standards and Specifications for Development. This includes on-site retention/detention and water quality trcatment facilities. Two drainage basins extend onto the site: Merrill and Ring Creek, and Glenwood Creek. The collected surface water exiting the property must be r.om�eyed to the nearest cstablished, stable drainage course, within the naturally occurring drairage basin. The amount of arca draining to each creek aRer land alteration and development shall not be greater than the amount of area draining to each creek before land alteration and development. Storm drainage improvements will be provided per City Standards. Conclusions: Appropriate storm drainagc impro��ements will be provided on the site. (iv) Adequate Fire Hvdr:ints: FindinQs: Ciry standards rcquire a fire hydrant to be located within 200 feet of but no closer than 50 fect all commercial structures. The Fire Marshal must approve the location of the hydrants at the lime development is proposed on the lots. Water ilow infomiation and the number of hydrants rcquired will be deterniined when more detailed inforniation is provided Conclusions: Adequate fire hydrants will be provided on the site at time of develop�ner.t of individual lots. ��