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5.3. SR 04-21-2008
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5.3. SR 04-21-2008
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4/18/2008 1:42:57 PM
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4/18/2008 12:07:44 PM
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SR
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4/21/2008
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<br />Hydrocadd Overview <br /> <br />Existing Conditions <br />The majority of the site now drains Southwest, with a small part of the Northwest side of <br />the site draining Northwest. Overall site discharge in the 100 year event is 12.42 cfs <br /> <br />Proposed Conditions <br />The City has directed that the proposed drainage not be allowed to discharge to the <br />Southwest as the existing street is rural. Therefore the combined site will discharge into a <br />sedimentation basin except for the loading dock area ofE & 0 which will discharge <br />directly into the existing storm sewer. Proposed discharge into the existing. storm sewer <br />system is 12.59 cfs . <br />
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