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CCP 01-21-2003
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CCP 01-21-2003
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<br />I <br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Ie <br />I <br />I <br />I <br />I <br />I <br />I <br />I. <br />I <br />I <br /> <br />The production and fresh chemicals stored on-site include the following with an <br />approximate 0.9 tOilS used each month. [This is the total tons of chemicals that are <br />classified as Volatile Organic Compounds (VOCs).] <br /> <br />. Isopropyl alcohol . Heplane <br />. DT 4 (organic binder) . Oxyfume <br />. DT 6 (organic binder) . IP AlCyclohexane <br />. Acetone . Dynasolve 210 (Methylane chloride) <br />. Tabcoat 100 <br /> <br />The chemicals are regulated by the MPCA, the Environmental Protection Agency (EP A) <br />and the National Fire Protection Agency (NFPA). In addition, Guidant conforms with all <br />requirements for the Small Quantity Hazardous Waste Generators license from the Ramsey <br />County Department of Environmental Health. An Emergency Response Plan is filed with <br />the local fire and emergency response officials. <br /> <br />C. INDICATE THE NUMBER, LOCATION, SIZE AND USE OF ANY ABOVE OR <br />BELOW GROUND TANKS TO STORE PETROLEUM PRODUCTS OR OTHER <br />MATERIALS, EXCEPT WATER. DESCRIBE ANY EMERGENCY RESPONSE <br />CONTAINMENT PLANS. <br /> <br />A UAR: Potential locations of storage tanks associated with commercial uses in the A UAR <br />should be identified (e.g., gasoline tanks at service statiom). <br /> <br />All below-grade storage tanks have been removed from the site. An above ground liquid <br />petroleum storage tank exists on thc site as a backup fuel source for the Building F boiler <br />house. <br /> <br />There are no tanks planned for commercial purposes within the AUAR study area. <br /> <br />21. TRAFFIC <br /> <br />EAW: <br />P ARKING SPACES ADDED 4.311 spaces <br /> <br />EXISTING SPACES (IF PROJECT INVOLVES EXPANSION) 3.331 spaces <br /> <br />ESTIMA TED TOTAL A VERAGE DAILY TRAFFIC (ADT) GENERA TED* <br />* ADT is for Guidant generated traffic only. <br /> <br />CR F (between Hamline Ave. and Lexington Ave.) = varics from 5,400 and 4,300 ADT** <br />CR 96 (between Hamline Ave. and Lexington Ave.)= 3,300 ADT <br />Hamline Ave. (bctween CR 96 and CR F) = 3, I 00 ADT <br />Lexington Ave. (between CR 96 and CR F) = varies from 9,000 and 6,500 AUf** <br />1-694 ((between Hamlinc Ave. and Lexington Ave.) ~ 3,600 ADT <br /> <br />**Because of significant side street traffic, the ADI varies from roadway segment to the next. <br /> <br />Guidant Campus Master Plan <br />Final AUAR and Mitigation Plan <br /> <br />- 28 - <br /> <br />January 2003 <br />
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