Vantage Bay PUD Final Development Plan Index Master File

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Page 5 revised/updated by Kittitas County 7/9/2018 i. Shorelines of the State- there is an inlet to the east of the property. Per the report conducted by the environmental assessments services, this has been described as a small back water slough that is connected to the Wanapum pool of the Columbia River and likely provided waterfowl, amphibian, and fish habitat. The project’s storm water design may allow for percolation of the water into the slough resulting in the slough’s water temperatures possibly being affected. It is recommended that a baseline evaluation and subsequent semi-annual monitoring of water quality and of the benthic community for a period of 3 years to document possible changes in the slough due to storm water practices for the proposed project. All development will need to comply with Kittitas County Master Plan and KCC 17A. ii. Wetlands- Wetlands are located within 200 feet of the proposed development’s footprint to the east. There is and inlet east of the property. Per the report conducted by the Environmental Assessment Services, the wetland was typed a Category II wetland. A minimum 80 feet buffer shall be maintained from the wetlands. Currently, the preliminary plat depicts a buffer that is over 120 feet from the wetlands. Proper signage shall be incorporated and maintained on -site to encourage the maintenance of the buffer and natural condition of the shoreline and wetlands. The signage shall be interpretive in matter, and explains about buffer integrity requirements and educates about the importance of the area for wildlife, etc. The applicant shall work with the Department of Ecology and County to design and establish the signage and a buffer restoration plan. Wetland locations and bugger boundaries shall be delineated on the final mylar. A plat note shall be included on the final mylar stating the All development will need to comply with KCC 17A Critical Areas. iii. 100-year floodplain- A small portion of the southeast corner of the proposed site is located within the 100-year floodplain. All development will need to comply with the requirements of KCC 14.08 Flood Damage Prevention and KCC 17A Critical Areal cc. The following conditions shall apply for the Phase 1 Preliminary plat: i. On-site sewage- soil logs need to be scheduled and dug at a mutually convenient time. The developer/owner shall provide soil logs as per WAC 246-272 or as amended. The information obtained will be recorded and placed in the project plat file for future reference. The information obtained from these soil logs is for plat approval purposed only and do not constitute a site evaluation in conjunction with the issuance of a permit for any specific lot ii. Proof of potable water must be shown prior to final plat approval iii. Legal Description- There appears to be a spelling error in the legal description as it appears on the face of the plat. Phase II Paragraph 2, line 9, should read marking not making. This shall be corrected iv. Receiving numbers- Receiving numbers are required on each sheet to the plat v. Contour lines- Contour lines are required on the preliminary plat. The applicant shall show contour lines on the preliminary plat vi. Road right of way- The road right of way note states that 30’ road right of way is typical for all roads in this development. However the road right of way shows a total of 60’ on the plat (30’ on each side of All conditions excluding (viii) shall be addressed at final plat. viii. Please provide driveway requirements that address this issue. Applicant has provided typical lot layouts and has revised the PUD plan to include recreational vehicle parking. Not Satisfied Satisfied Index #30