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<br />further downstream. It may be possible to raise the vertical profile of 96th Avenue to allow a <br />higher design pool elevation. Peoria Street was not considered a design constraint. It is preferred <br />to release less than 3700 cfs because of costs associated with downstream structures. TC&B will <br />evaluate various bridge structures and openings to detennine the cost impact of the discharge <br />range. <br />. TC&B is to determine the acreage of the FEMA and TC&B floodplains on the Shell Site. This <br />information will be provided to Commerce City and ShelVWashington. <br />. Effects of debris blockage of culverts is not to be considered in the analysis. <br />. Subsequent to this meeting the August 15th meeting was cancelled and the next progress meeting <br />has been re-scheduled for September 5th at 2:00 p.m. <br /> <br /> I <br /> I. <br /> I <br /> I <br /> I <br /> :. <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> . <br /> I <br /> I <br /> ,I <br />---, <br />'. I <br /> I <br /> .. <br /> <br />These minutes constitute our understanding of the items discussed. Please advise concerning any <br />comments or clarifications. <br />