1001 SHUKSAN WAY 2016-01-01 MF Import

• l � � 2, Zoning-Whether the proposed Binding f ite Plan, site plen and other required sPPGcat�on information mcets the zoning regulations, accept as pertnitted by thia article. � Fi 'n • The proposed lots are located in a zone daignated as M-i, Office snd Industrisi Puk. � Uses on any of the lots are limited to those pernutted in the Zoning Code. Compliance with Zoning Code standards will be enforced at the time of building pamit review and prior to issuance of a certificate of occupancy. ('onclusions: Future development of the property will be required to comply with the Zoning Code standards, as applicable. Compliance must be danonstrated prior to issuance of a building permit and nccupancy permit. 3. Physical Setting-Whether the proposed Binding Site Plan, site plen, and other required application information properly takes into account the topography, drainage, vegetation, soils, and any other relevant physical elements of the site. in in • The entire site is subject to surface mining pecmits issued by the Washington State Department of Natural Resources(DNR). Much of the site has been mined over the past forty years, and the remaining area will be mined in the near future. The site is drained by three drainage basins: Merrill and Ring Creek on the west, Glenwood Creek in the central area, � have Pigeon Creek No. 2 on the east side. All portions of these basins within the subject property been or will soon be mined in accordance with the DNR permits. Remaining stap sloped aress must be reclaimed in accordance with an approved DNR Recl�mation Plan. Discharge of stortnwater from the site will be directed to the drainage basins u they existed prior to mining activity. There are no regulated streams or wetlands within the 239-acre parcel. At the time of development of individual lots, the geotechnical report will have to be updated to address specific building and development setbacks from steep slopes for the industrial proposals, as well as the need to maintain vegetation in the�etbacks. Stonn drainage improvements will be provided per Ciry Standards. Additional geotechnical analysis will also be required for any drainage facilities near steep slopes• �onclusions: All development on the property must comply with City standards for drainage improvements and with the zoning code buffer requirements for stap slopes. Geocechnical report updates will be required for individual developments to detertnine if additional setbacks/buffers are required from the steep slopes. Z �q