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75C - 2800 N FARMERS DR
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11/07/2005
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75C - 2800 N FARMERS DR
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Last modified
1/3/2012 4:50:43 PM
Creation date
11/2/2005 11:19:38 AM
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City Clerk
Doc Type
Agenda Packet
Item #
75C
Date
11/7/2005
Destruction Year
2010
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<br />operations there is the potential that surface water generated from the project site could <br />be degraded. <br /> <br />Comment DI-F <br /> <br />The submitted comment requests that the DEIR identify the hydrologic conditions on the <br />project site. <br /> <br />The following discussion is from Page 24 and 25 of the DETR, discussing the hydrologic <br />condition on the project site. <br /> <br />The project site is relatively flat. Prior to the demolition of the project site, the majority of <br />the site was covered by an asphalt parking lot. Approximately 60% of the project site <br />drained in a north to south direction, by sheet flow along Farmers Drive, before entering <br />an existing storm drain, at the corner of Memory Lane and Flower Street. The existing <br />storm drain is tributary to Santiago Creek just upstream ofthe Santa Ana River. The 25- <br />year discharge at the limit of the property was approximately 14.33 cfs. The 100-year <br />peak discharge was approximately 18.68 cfs. The remaining 40% of the project site <br />drained in a south to north direction onto Orange Road. The 25-year discharge was 8.15 <br />cfs and the 100-year discharge is 10.68 cfs. The proposed project would maintain the <br />existing flow paths, and would not alter existing drainage areas tributary to the Santiago <br />Creek or the Santa Ana River. Implementation of the proposed project would result in a <br />reduction of peak discharges during the 25- Year and 1 00- Year events compared to the <br />previous condition on the project site. Along Farmers Drive the 25-Year discharge would <br />be approximately 13.43 cfs and the 100- Y ear discharge would be approximately 17 .61 <br />cfs. Along Orange Road the 25- Year discharge would be approximately 6.11 cfs and the <br />100-Year discharge would be approximately 8.09. The reduction in discharge would be <br />due primarily to the increase of pervious surfaces provided on the project site. With this <br />condition, there would be a 6% reduction of peak flows discharged to Farmers Drive and <br />a 25% reduction of peak flows to the intersection of Flower Street and Orange Road. <br /> <br />Comment DI-G <br /> <br />The submitted comment requests that the DEIR provide an assessment of the significance <br />of water quality impacts associated with the proposed project. <br /> <br />Page 23 of the DEIR identifies the water quality impacts as potentially significant and <br />that to reduce potential short-term construction related water quality impacts and long- <br />term operational water quality impacts to a level that would be less than significant, <br />Mitigation Measures WQ- 1, WQ-2 and WQ-3 shall be implemented. <br /> <br />Comment DI-H <br /> <br />The submitted comment requests an evaluation of threshold of significance to determine <br />potential water quality impacts. <br /> <br />75Co,47 <br />
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