Laserfiche WebLink
Potentially <br /> Significant <br /> Potentially Unless Less than <br /> Significant Mitigation Significant <br /> Impact Incorporated Impact No Impact <br /> Comments: <br /> a: The site is currently vacant and.the runoff releases overland onto Martinez Street and Alvarado Street. Ultimately,both <br /> streets discharge into the San Pablo Bay sub-basin and the San Leandro Watershed. The City of San Leandro Municipal <br /> Code regulates the discharge of storm water and the potential for pollutant transport to water resources through Title 3: <br /> Health and Safety, Chapter 3-15 Storm Water Management and Discharge Control. Chapter 3-15 requires the best <br /> management practices (BMPs) for new development and redevelopment and compliance with BMPs.where BMP <br /> guidelines or requirements have been adopted by any federal, state, regional and/or City agency (Section 3-15-215 — <br /> Reduction of Pollutants in Storm Water). Additionally; storm water dischargers are regulated through Title 7: Maps, <br /> Buildings,and Subdivisions,Chapter 1-12 Grading, Excavations and Fills. <br /> The applicable water quality objectives and standards for the San Pablo Bay sub-basin is listed in the San Francisco Bay <br /> Basin Water Quality Control Plan Basin (Basin Plan)prepared by the Regional Water Quality Control Board (RWQCB) in • <br /> compliance with the federal Clean Water Act (CWA) and the State Porter-Cologne Water Quality Control Act. Section <br /> 303(d)of the CWA requires that the states make a list of waters that are not attaining standards after the technology-based <br /> limits are put into place. For waters on this list,the states are to develop total maximum daily loads or TMDLs. TMDLs are <br /> established at the level necessary to implement the applicable water quality standards. The proposed project would be <br /> subject to existing TMDLs that are considered protective of water quality. Consequently, the proposed project would not <br /> violate water quality standards or waste discharge requirements and the impacts would be less than significant. <br /> • <br /> Mitigation Measure#10: Prior to issuance of a grading permit;the project applicant must prepare and Implement <br /> an erosion and sediment control plan (ESCP) including Interim and permanent erosion and sediment control <br /> measures,and a pollutant control plan(PCP). <br /> •Implementation of Mitigation Measure#10 reduces potential impacts to a less than significant level. <br /> Mitigation Measure #11: Prior to issuance of a grading permit, the project applicant shall file the required <br /> documentation to the State Water Resources Quality Board and prepare a Storm Water Pollutant Prevention Plan <br /> (SWPPP)which will be reviewed and approved by the City Engineer. The City Engineer must conduct inspections <br /> prior to issuing a certificate of occupancy,to ensure that requirements are complied with. <br /> Implementation of Mitigation Measure#11 reduces potential Impacts to a less than significant level. <br /> Mitigation Measure #12: The applicant will comply with applicable waste discharge requirements and municipal <br /> code requirements including preparation of a SWPPP for construction activities and compliance with the Alameda <br /> Countywide Clean Water Program (ACCWP). These permit programs are designed to prevent violation of water <br /> quality standards through mitigation and control of pollutant transport in storm water runoff and infiltrating <br /> waters. The City of San Leandro Municipal Code ensures that permit conditions are met. <br /> • <br /> Implementation of Mitigation Measure#12 reduces potential impacts to a less than significant level. <br /> b: The project site is now vacant. The proposed project would replace a vacant site with a mix of offices, commercial <br /> uses and parking uses. The majority of water supplies serving the City of San Leandro are obtained from the East Bay <br /> Municipal Utilities District (EBMUD). The proposed project would not include development of any groundwater supply <br /> wells and would rely on EBMUD•water supplies. About 90 percent of EBMUD water supplies are surface water resources <br /> from the Mokelumne River system with the rest from runoff from local watersheds to terminal reservoirs, such as Lake <br /> Chabot(EBMUD 2005). <br /> There are few, if any wells in the area and the project area is small when compared to the total runoff"capture area.' <br /> As there would be no long-term impact of the project on the local groundwater table and as water supplies would not <br /> involve local groundwater resources,there are no new wells proposed. Therefore,local groundwater table impacts would <br /> be less than significant. <br /> • <br /> • <br /> 18 <br />