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<br />For purposes of responding to this section of the EA W, calculations predicting carbon <br />monoxide levels in the vicinity of the development were utilized from the April 2001 <br />Amendment. Because the increase in traffic is minimal the following analysis is based on <br />the previously approved EA W. <br /> <br />The basic methodological approach used in performing CO calculations for ISP Permit <br />Applications, and this analysis, is as follows: <br /> <br />1. Establish an assessment year defined as one year following the anticipated occupancy of <br />the project. <br />2. Determine busiest intersection in the vicinity ofthe project, which will be significantly <br />impacted by the project (source intersection). <br />3. Project CO levels generated at the source intersection for the assessment year by non- <br />project traffic in combination with project-related traffic. <br />4. Determine potentially sensitive receptors, which could be impacted by CO dispersion <br />from the source intersection. <br />S. Model CO dispersion from the source intersection to the identified receptors. <br />6. Add the CO from the source intersection to projected background CO levels, and <br />compare this sum to state air quality standards for CO concentrations, <br /> <br />The year 2004 has been established as the assessment year (estimated one year after <br />development). Source intersections modeled in this analysis were determined to be the <br />intersection of Cleveland Avenue and County Road C and Cleveland Avenue and County <br />Road D. Vehicular CO generation for 2004 at the source intersection was projected using <br />MOBILE5a with traffic projection information from Benshoof and Associates, Inc. <br />referenced in Response 22. Receptor locations for the modeling study were selected based <br />upon locations where the general population may be during the appropriate averaging times <br />for the MPCA CO standard (one hour and eight-hour). The receptor locations used in the <br />ISP analysis for the proposed project are identified in Figure 10. CO dispersion from the' <br />source intersections to the receptor locations was modeled using the CAL3QHC model. <br />Background CO levels for the area were based upon historical data projected to 2004 levels <br />taking into account anticipated overall increases in traffic levels and other factors. The <br />methods and procedures used in this analysis were consistent with Indirect Source Permit <br />Application Guidelines provided by the Minnesota Pollution Control Agency. <br /> <br />The Minnesota air quality CO standard as regulated by the Minnesota Pollution Control <br />Agency is defined as follows: <br />· I-hour average: 30 parts per million (ppm) <br />· 8-hour average: 9 ppm <br /> <br />A summary of the analytical work generated in the ISP Permit Application for the proposed <br />project is provided in the following Tables. <br /> <br />Environmental Assessment Worksheet <br />Centre Pointe Business Park <br /> <br />Page 21 of 29 <br />