Resolution No. 5015 - Laserfiche WebLink

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Policy 10. Annexation to a city through normal Processes shall continue to be the highest priority. (page 11-C-4). Policy 16. Ultimately, land within the UGB shall be annexed to a city and Provided with the required minimum level of urban facilities and services. While the time frame for annexation may vary, annexation should occur as land transitions from urbanizable to urban. (page H -C' S) The Metro Plan designates the annexation area as appropriate for Light Medium Industrial use. There is no adopted refinement plan for the subject properties. If the annexation is approved, per EC 9.7820(3), the annexation area will remain zoned 1-2/CAS, and the /UL overlay will be automatically removed from the annexation area. As previously discussed in this subsection, and ftu ther detailed under subsection (3) below, the proposed annexation is consistent with Metro Plan growth management policies and can be served by the minimum level of key urban services. The annexation procedures beginning at EC 9.7800 are consistent with State law and therefore, as found throughout this report, the annexation is consistent with State law. Therefore, based on the findings above, the proposal is consistent with the applicable policies of the Metro Plan. EC 9.7525(3) The. proposed annexation will result in a boundary. in which. the minimum level of key urban facilities and serviees, as defined in. the Metro Plan, can be .provided in an orderly, efficient, and timely manner. Co mpli es Findings: The proposed annexation will result in a boundary in which the minimum level YES [] NO of key urban facilities and services can be provided in an orderly, efficient, and timely manner as detailed below: Wastewater These properties are served by an on -site 8 -inch public wastewater system within public utility easements. Wastewater equivalent assessments have been paid. Stormwater Private stormwater systems for existing and pending developments have been approved under commercial building permits. Stormwater runoff from the existing site (17 04 09 20: TL 1500 17005 1800, 2000, and 2100) is overland flowing to one of the ditches around the site; either along the south side of Airport Road (flowing west), the ditch along the west side of Hwy. 99 (flowing northwesterly) or a ditch south of the property (flowing southeasterly), all of which eventually connect to the Junction City Water District A -1 or A -2 channel. Existing flows from this site are currently conveyed (indirectly) by JCWD system. Referral comments from JCWD note that any future development would need to ensure that post - development flows do not exceed pre - development rates. This can be accomplished through on -site detention or infiltration. Airport Industrial Properties (A 10 -2) October 2010 Page 2