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PORT OF OAKLAND <br />Preferred Alternative <br />OAK has completed RSA planning studies that describe current conditions and identify non- <br />standard RSA design features. The RSA planning studies also include an evaluation of a range <br />of alternatives for bringing the RSAs into compliance with current FAA design standards and <br />criteria. RSA alternatives were screened and a recommended Proposed Project Alternative has <br />been chosen for each runway. The No Action Alternative will also be considered in the EA. The <br />preferred alternative would not involve placing any fill in the bay. <br />The Proposed Project Alternative includes undertaking the following RSA improvements on <br />existing airport property: <br />North Field: <br />• Grading and drainage improvements within the Runway 9L/27R RSA, which would <br />allow for the RSA to be mostly compliant on both ends up to 1,000 feet long by 500 <br />feet wide; <br />• Grading and drainage improvements within the Runway 9R/27L RSA, which would <br />allow for the RSA to be 500 feet wide and compliant on the 27L end with a Iength of <br />1,000 feet long and bring the end of Runway 9R into greater compliance by <br />establishing a 780-foot long RSA; <br />• Relocation (to the extent feasible) of an existing airfield service roadway that is <br />currently located within the Runways 27L and 27R RSA; and <br />• Relocation of an existing airfield service roadway that is currently located within the <br />Runway 9R RSA. <br />South Field: <br />Grading and drainage improvements within the Runway 11/29 RSA, which would <br />maintain the 10,000 feet long runway length and allow for the Runway 11 end to be <br />RSA compliant with a dimension of 1,000 feet long by 500 feet wide; and <br />Construction of a 480 feet long, non-standard installation of Engineering Materials <br />Arresting System (EMAS) on the end of Runway 29. EMAS is a bed of lightweight <br />crushable concrete that is intended to stop aircraft that have overshot a runway when <br />insufficient space is available for a standard RSA. EMAS allows the aircraft to <br />decelerate at a safe rate by crushing specially designed concrete blocks. <br />EA Document <br />The EA will be based upon the RSA planning studies and recommended solutions to bring the <br />North and South f gilds into FAA compliance to the greatest practicable extent while limiting <br />negative environmental impacts. The EA will be prepared according to the guidance of FAA <br />Order l OSO.IE, Environmental Impacts: Policies and Procedures, FAA Order 5050.4B, National <br />Environmental Policy Act (NEPA) Implementing Instructions for Airport Actions, and the <br />