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c. Identify any toxic or hazardous materials to be used or present on the project site and identify measures to be used to prevent them from contaminating ground water. Normal small quantities of toxic or hazardous materials associated with the construction, operation, and maintenance of commercial office space will be used and present as part of the project. Tenants operating light industrial or manufacturing business may generate additional quantities of toxic or hazardous materials. All such materials will be handled in compliance with applicable state and federal regulations. 21. Solid Wastes; Hazardous Wastes; Storage Tanks a. Describe the types, amounts, and compositions of solid or hazardous wastes to be generated, including animal manures, sludges, and ashes. Identify the method and location of disposal. For projects generating municipal solid waste indicate if there will be a source separation plan; list type(s) and how the project will be modified to allow recycling. Normal solid waste typical of commercial office space will be generated as part of this project. Normal construction debris will be generated during the construction of the project. Solid waste will be handled by private haulers and disposed of in a licensed solid waste facility in accordance with Ramsey County and state requirements. b. Indicate the number, location, size and use of any above or below ground tanks to be used for storage of petroleum products or other materials ( except water). No below ground storage tanks will be part of this project. 22. Traffic. Parking spaces added 959. Existing spaces (if project involves expansion) Efnimated total Average Daily Traffic (ADT) generated 5.200 . Estimated maximum pE~ak hour traffic generated (if known) and its timing 590. 7-8 a.m. For each affected r(]lad indicate the ADT and the directional distribution of traffic with and without the Project. Provide an estimate of the impact on traffic congestion on the affected r(]iads and describe any traffic improvements which will be necessary. An estimate of total trip generation was calculated based on the ITE Trip Generation Manual, 5th Edition (1991), the February 1995 Update to the 5th Edition (1995) and building square footages from the proposed development plan. The trips generated by the Opus Gateway Business Park site plus background traffic were then assigned to the site access locations and a~jacent roadways. Trips from the proposed Centre Pointe Business Park, to be located northeast of the Opus site, were also included in the year 2001 No Build and Build Alternatives. Using these traffic forecasts, capacity analysis of key intersections was then cOJmpleted. E1~isting Conditions Afternoon peak hour (4:30 to 5:30) turning movement volumes were counted in March and April 1997 (see Figure 22.2). Since there is no reason to believe that a.m. trip patterns will be significantly different than p.m. trip patterns, the a.m. pattern was obtained by reversing the p.m. pattern. 2362468 \48185-1II'MN 11