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Legend. Applicant = project applicant, City = City of Redwood City <br />Page 44 May 18, 2004 WP9.016451MMCHT.645 <br />MG. .ORING <br />VERIFIC#, ION <br />IDENTIFIED IMPACT <br />RELATED MITIGATION MEASURE <br />Impl. <br />Type of Impl. <br />Monitoring and <br />Timing <br />Signature <br />Date <br />(CONDITION OF APPROVAL) <br />Entity <br />Action <br />Verification Entity <br />Requirements <br />Permit from BCDC, and the 401 Water <br />Quality Certification request to the <br />RWQCB. <br />Prior to <br />Implement the dredging operations <br />grading <br />utilizing a suction dredge that minimally <br />permit <br />disturbs adjacent sediments (see <br />issuance <br />Mitigation 8 -1 herein). Confer with the <br />and during <br />Corps to determine the appropriate <br />construction <br />method for the site conditions (e.g., <br />sediment characteristics) and the least <br />environmentally damaging method for <br />sheet piletbulkhead installation and <br />worksite segregation from Bay waters. <br />Implementation of these measures would <br />reduce the impacts of flushing channel <br />dredging and marina filling operations to a <br />less - than - significant level. <br />Impact 9 -4: Project Impacts on Marina and <br />Mitigation 9 -4. Require the following <br />Applicant <br />Conduct identified <br />City <br />Prior to grading <br />Creek Sedimentation and Associated <br />mitigation measures to reduce potential <br />analyses to reduce <br />permit issuance <br />CreekiBay Water Quality Impacts. Project <br />siltation impacts on the marina inlet <br />potential siltation <br />implementation, including an approximately <br />channels and the project reach of Redwood <br />impacts. <br />9.8 -acre reduction in marina open water area, <br />Creek (extending to the Smith Slough <br />would reduce the tidal prism (the water <br />confluence), corresponding dredging needs, <br />volume exchanged between higher high and <br />and associated water quality impacts: <br />lower low waters) which functions to scour <br />tidal sediments from the marina entrances and <br />Require the applicant to conduct <br />from the lower reaches of Redwood Creek. <br />additional hydraulic analyses to verify <br />Consequently, rates of siltation within these <br />to the satisfaction of the City Engineer <br />water bodies would increase, although to an <br />that the marina inlets will operate at <br />uncertain degree. Thus, future dredging and <br />close to a self- scouring condition. If the <br />spoils disposal could be required at higher <br />analyses do not verify probable <br />than existing frequencies, resulting in more <br />maintenance of such a condition, the <br />frequent water quality disturbances and higher <br />project design shall be adjusted <br />costs to the City. This constitutes a <br />accordingly. <br />potentially significant impact. <br />Require the applicant to conduct <br />additional analysis utilizing data on the <br />hydraulic geometry of tidal marshes to <br />determine the effect of a reduction in <br />the Redwood Creek tidal prism on the <br />channel geometry (e.g., depth, cross- <br />Legend. Applicant = project applicant, City = City of Redwood City <br />Page 44 May 18, 2004 WP9.016451MMCHT.645 <br />