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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />'I ' <br />:1 <br />'I <br /> <br />I'JOlTE <br /> <br />City of Brush <br />Storm Drainage Master Plan <br /> <br />BEYOND ENGINEERING <br /> <br />costs for this alternative are approximately $8.4 million and $8.9 million for the 10-year <br />and 25-year design options respectively. <br /> <br />Alternative 2 consists of providing additional inlets in the northern portion of the basin <br />near Lincoln Street, Ray Street and Mill Street and construction of large diameter storm <br />sewers that convey the runoff to a proposed retention pond to be constructed north of the <br />Brush Memorial Cemetery. Total estimated costs for this alternative are approximately <br />$1.0 million, $1.3 million and $2.5 million for the 10-year, 25-year and 100-year design <br />options respectively. <br /> <br />A summary of the total estimated costs of each alternative is provided in Table 2. <br /> <br />Nolte Associates,Inc. <br /> <br />13 <br />