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31A - 1701 E. FAIRHAVEN AVE.
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03/06/2006
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31A - 1701 E. FAIRHAVEN AVE.
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Last modified
1/3/2012 4:48:21 PM
Creation date
2/28/2006 3:41:11 PM
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City Clerk
Doc Type
Agenda Packet
Item #
31A
Date
3/6/2006
Destruction Year
2011
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<br />. Prior to the issuance of grading permits the proj ect <br />applicant shall provide proof of coverage under NPDES <br />General Construction Activity Storm Water Permit that <br />includes: <br /> <br />a. <br /> <br />A copy of the <br />State Water <br />identifies the <br /> <br />project's permit <br />Resource Control <br />permit number. <br /> <br />issued by <br />Board <br /> <br />the <br />that <br /> <br />b. <br /> <br />Two copies of <br />Prevention Plan <br /> <br />the <br /> <br />Storm <br /> <br />Water <br /> <br />Pollution <br /> <br />C. Would the proj ect result in the loss of a unique <br />geological feature? <br /> <br />No Impact <br /> <br />According to the City's General Plan Land Use Element FEIR <br />the proposed proj ect does not contain any unique geologic <br />features. Therefore, implementation of the proposed project <br />would not result in adverse impacts to any unique geologic <br />feature. <br /> <br />D. In the project located on strata or soil that is <br />unstable or that would become unstable as a result of <br />the project and potentially result in on-or off-site <br />landslide, lateral spreading, subsidence, liquefaction <br />or collapse? <br /> <br />Less Than Significant Impact <br /> <br />The City's Land Use Element FEIR provides a general <br />classification of soil conditions in the City. According to <br />the City's General Plan Land Use Element FEIR the proj ect <br />site consists of Omni Series Soils that have high <br />shrink/swell potential, high potential for corrosion of <br />uncoated steel and moderate potential for corrosion of <br />concrete. The soil conditions on the project site would not <br />provide a significant constraint to the geologic stability <br />of the project site. Through the City's development review <br />process, a construction-level geotechnical report would be <br />required to evaluate site specific soil conditions on the <br />project site. Design recommendations from the report would <br />be incorporated into the project to insure the geotechnical <br />stability of the project. <br /> <br />14 <br /> <br />31A-r29 <br />
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