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ie. 1 <br /> , <br /> .. , <br /> ..,.,:-.....t. <br /> Thefollowing is background and additional request f information, and support documents <br /> or the or a Special Use Permit for Midway Airport: <br /> _ - — <br /> Ordinance requires: Findings: <br /> 8.2.4 In addition to the <br /> General Standards stated <br /> in 8.2 the following <br /> Specific Standards shall <br /> be addressed by the <br /> applicant before the <br /> issuance of a Special <br /> Use Permit: <br /> a) Method and adequacy of 4) The Orange County Health Department has <br /> provision of sewage dis- approved an area for septic tank installation <br /> posal facilities, solid near the Hangar Area A; Hangar areas 13 and C <br /> waste, and water. are to be serviced through the central system <br /> proposed for the Midway Airport. Solid waste <br /> disposal will be handled by a private hauler. <br /> The Airport will be served by decentralized wells.. <br /> The average water needs of the airport will be <br /> minimal. Maintenance Hangars will have bathroom <br /> facilities, Hanger areas will have wash areas only. <br /> Emergency water is discussed below. <br /> b) Method and adequacy of b) Police protection Nvi11 be provided by the Orange <br /> police, fire and rescue squad County Sheriffs Department. 24-hour security <br /> protection. will be provided by security/maintenance(emergency <br /> vehicle with radio capability to augment this servicc <br /> An accompanying letter from Sheriff Knight notes <br /> _ his having reviewed this plan. <br /> Fire protection needs are discussed in the accompa <br /> in letter from Edward Johnson, President-Orange <br /> Grove Fire Company. The above mentioned vehicle <br /> will provide aid in fire fighting, All reasonable <br /> requests by the fire department will be met by <br /> this development. <br /> Rescue squad protection will be provided <br /> by Orange County EMS. The accompanying <br /> letter from Mr. Baker notes his having reviewed <br /> this plan. <br /> c) Method and adequacy of c) The proposed access to this site is off of <br /> vehicular access to the site Hwy. 54 West, 1100 east of the intersection of <br /> and traffic conditions around 54 and SR 1958. The access road to the Airport <br /> the site. be built to Department of Transportation Stand <br /> ards. This section off Hwy. 54 presently has <br /> 5000 daily trips. The number of daily trips <br /> generated by a typical project of this size will <br /> range from 11 to 23 vehicles per day in phase <br /> one to a maximum of 36 to 72 vehicles per day i <br /> phase three (see appendix A) . Using these <br /> figures the vehicles generated by this project <br />