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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 exateledthat truck tr�osed endsdeve- lopment would generate approximately 100p day - 50 arriving at the site and 50 departing from the site. Since all the trucks operating to and from the facility ihave would be under contract/lease by your company, you control over the routings that wouldbommend.The rnutesithatt defining routings to be used is toe 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 to/fromdesignate northfor on truck trips approaching the site will be 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 RothCsit@st to ForWalnut Streeto trips to/tom south to Rose Place, and east toe the west on I-35W the designated rotSt9eet11eastInortheastt to Industrial Blvd., north to Walnut to Rose Place, and east to the site. For trbppsTtoH/from west the east on T.H. 36 the ountgnated Road C�uwest towill Walnut Street, to I-35W, north to County 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, t, north to W Rose place, and east to the site. proposed avoid streets with abutting residential use.