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Mr . Gary Dodge -2- September 6, 1984 VOLUME AND ROUTING CHARACTERISTICS OF TRUCK TRAFFIC GENERATED BY PROPOSED DEVELOPMENT As you have indicated , . it is expected that the proposed deve- lopment would generate approximately 100 truck trip ends per day - 50 arriving at the site and 50 departing from the site . Since all the trucks operating to and from the facility would be under contract/lease by your company, you would have control over the routings that would b,e used . The intent in defining routings to be used is to recommend routes that pre- sently carry a large volume of truck traffic and furthermore to avoid usage of streets with abutting residential use . In this context , the primary routes that will be designated for truck trips approaching the site will be to/from the north on I -35W ( about 25 trips per day ) , to/from the west on I -35W ( about 45 trips per day ) , to/from the south on T. H. 280 ( about 15 trips per day ) , to/from the east on T. H. 36 (about 15 trips per day ) . For trips to/from the north on I -35W the designated routing will be I -35W , south to County Road C, west to Walnut Street , south to Rose Place , and east to the site . For trips to/from • the west on I -35W the designated routing will be I -35W , east to Industrial Blvd . , north to Walnut Street , east-northeast to Rose Place , and east to the site . For trips to/from the east on T.H. 36 the designated routing will be T. H. 36, west to I -35W , north to County Road C, west to Walnut Street , south to Rose Place , and east to the site . For trips- to/from the south on T. H. 280 the designated routing will be T. H. 280, north to Terminal Road , ' west to Walnut Street,, north to Rose Place , and east to the site . The proposed routings avoid streets with abutting residential use . •