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75B - 3810 S. BRISTOL ST.
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01/05/2004
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75B - 3810 S. BRISTOL ST.
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Last modified
1/3/2012 5:03:24 PM
Creation date
1/9/2004 4:14:36 PM
Metadata
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City Clerk
Doc Type
Agenda Packet
Item #
75B
Date
1/5/2004
Destruction Year
2009
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Construction operations for the proPOsed project would <br />require the excavation and grading. The uncovered soils on <br />the project site could potentially result in erosion and <br />sedimentation impacts to onsite and offsite drainage <br />facilities. This potential impact could increase during <br />periods of rain. To reduce potential erosion impacts to a <br />level considered less than significant, the following <br />mitigation measure shall be implemented. <br /> <br />Mitigation Measure <br /> <br />Prior to the issuance of a grading permit the <br />applicant shall submit for review and approval a <br />surface drainage/grading plan/erosion control plan, <br />prepared by a registered Civil Engineer, showing the <br />direction and means of flow to adjacent streets. The <br />plan is to include existing and proposed elevations at <br />and adjacent to all property lines. Drainage routed to <br />the street must be directed beneath the sidewalk and <br />through the curb. <br /> <br />Would the project 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 EIR <br />the proposed project 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 />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 />According to the City's General Plan Land Use Element EIR <br />the project site consists of Omni Silty Loam Drained Soils <br />that have moderate shrink/swell potential, high potential <br />for corrosion of uncoated steel and moderate potential for <br />corrosion of concrete. Based on the soil conditions on the <br />project site, the proposed project is geotechnically <br /> <br />Page 103 75.B. <br /> <br /> <br />
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