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FACILITY REQUIREMENTS <br />TABLE 3-11 <br />RUNWAY DESIGN STANDARDS <br />Runway 16R-34LRunway 16L-34R <br />ADG D-III <br />Airfield Components <br />FutureFuture <br />Requirement <br />ExistingExisting <br />Met ()Met () <br />Runway Design <br />Runway Width150'150'150' <br />Runway Shoulder Width25'25'10'X <br />Runway Blast Pad Width200'200'200' <br />Runway Blast Pad Length200'200'200' <br />Runway Protection <br />Runway Safety Area (RSA) <br />Length beyond departure end1,000'1,000'1,000' <br />Length prior to threshold600'1,000'1,000' <br />Width500'500'500' <br />Runway Object Free Area (ROFA) <br />Length beyond runway end1,000'1,000'1,000' <br />Length prior to threshold600'1,000'1,000' <br />Width800'800'800' <br />Runway Obstacle Free Zone <br />Length200'200'200' <br />Width400'400'400' <br />Precision Obstacle Free Zone <br />Length200'200'200' <br />Width800'800'800' <br />Runway Separation <br />Runway centerline to: <br />Parallel runway centerline4,300'4,301'4,301' <br />Holding position254'251'- 306'X 250'X <br />Parallel Taxiway/Taxilane Centerline400'500'400' <br />Aircraft parking area500'725'779' <br />Building Restriction Line-750'750' <br /> Source: Advisory Circular 150/5300-13A Change 1, Airport Design <br /> <br />3.5.3.8Other Known Runway Issues <br />Two other runway issues are known, both of which are related to Runway 16R-34L. First, the grade of the <br />runway from the Runway 34L identifier marking back to the threshold does not meet standards. <br />Specifically, the grade slopes downward toward the threshold at a greater degree than is standard. <br />Secondly, a 60 inch storm drain runs underneath the runway roughly between A4 and A5. The storm drain <br />has manhole covers that have been paved over. Any future runway reconstruction project of Runway 16R- <br />34L should attempt to correct the grade issue at the 34L threshold and relocate the storm drain out from <br />under the runway. The relocated storm drain could be designed to discharge into the sanitary sewer <br />system, as opposed to the stormwater discharge system, to reduce potentially contaminated runoff water <br />from infiltrating the groundwater supply. This option would need to be reviewed during design to ensure <br />EUGENE AIRPORT MASTER PLAN 3-16 <br /> <br />