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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 0 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 be 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.N. 280 (about 15 trips per day), to/from the east on T.N. 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.N. 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.N. 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.