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' Mr. Darren Peugh <br />INTRACORP <br />June 11, 1997 1 �Q <br />Page - 2 - N <br />�� <br />of the driveways is onto Hardeson Rd. which is shared and the oth is onto 75th St. <br />Southwest. <br />Full development of ihe Seaway - Tract B project is expected to occur by 1998. <br />Tnp Gansiadon <br />A vehicle trip is defined as a single or one direction vehicle movement with <br />either the origin or destination (exiting or entering) inside the study site. These trip <br />generaGon values account (or all site irips made by all vehicles for all purposes, <br />inGuding commuters, visitor, and service and delivery vehicle trips. <br />The 20,000 sq, ft. Seaway - Tract B project is expected to generate the <br />vehicular trips during an avsrage weekday and during the street traffic peak hours as <br />shown on the foliowing table. _,� <br />X = 1,000 sq. ft. <br />T = Trips <br />The trip generation is calculated using the average trip rate in the Institute of <br />Transpohation Engineers (ITE) Trin Generation, I-ebruary, 1995, update to ihe Fifth <br />Edition, 1991 for Industrial Park (ITE Land Use Code 130). <br />Section 3.2.1. Proposed Threshold on the S.W. EveretUPaine Field Subarea <br />Plan and EIS is <br />E0590Y7.Ltr <br />�pE <br />3j <br />