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AgdaPkt 2012-06-25
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AgdaPkt 2012-06-25
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Last modified
6/25/2012 9:41:29 AM
Creation date
6/25/2012 8:57:57 AM
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Template:
CC Index
CC Index - Document Type
Agenda Packet
Meeting Type
Joint
Agency Type
City Council and Successor Agency
Date
6/25/2012
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6.1.A. - Page 22 <br /> pump station. Consultant shall cross-reference the Air Quality analysis to quantify the project's <br /> short and long-term GHG emissions levels and compare these emissions to BAAQMD <br /> significance thresholds. If necessary, the City shall direct the Consultant to identify measures to <br /> reduce the project's GHG emissions. Based on Consultant's knowledge of the project and GHG <br /> emission rates, Consultant indicates that it does not anticipate the project will generate <br /> significant GHG emissions. <br /> H. Hazards and Hazardous Materials. No significant impacts related to hazards and <br /> hazardous materials are anticipated. Use of hazardous materials would be limited to ordinary <br /> fuels and fluids for construction equipment during the short term construction period. The project <br /> will not use, store, transport or dispose of hazardous materials over the long term. Scope of <br /> work excludes a spill prevention plan if needed during construction. The project site is not on <br /> the Cortese list, is not near a public airport or a private air strip, and would not interfere with an <br /> emergency response plan. The project is located in a hillside area and is heavily vegetated and <br /> may be at risk for wildfires; however, the project will also provide additional water for fire <br /> suppression. <br /> I. Hydrology/Water Quality. Consultant has already indicated that the proposed project <br /> may impact storm water runoff and site drainage during the short term construction period due <br /> to increased erosion and sedimentation from earthwork, or due to leaks or accidental spills of <br /> construction fuels or fluids. In addition, a drainage seep could be impacted during demolition of <br /> the existing water pump station. An erosion control plan and a spill prevention plan will be <br /> needed to prevent such impacts from occurring. If the project would disturb more than one acre <br /> of land, a Storm Water Pollution Prevention Plan (SWPPP) will be required. The SWPPP would <br /> contain Best Management Practices (BMPs) to protect water quality during and following <br /> construction. If the project adds and/or replaces more than 10,000 square feet of impervious <br /> surface it would be subject to the requirements of Provision C.3 of the San Mateo County Water <br /> Pollution Prevention Program's amended National Pollution Discharge Elimination System <br /> permit. Any of these requirements that will be incorporated into the project should be included in <br /> the project description so that the impact analysis can take that into account. <br /> Once project construction is completed, there is little likelihood that the project would cause <br /> erosion or impact water quality. The project site is not within a FEMA 100-year Flood Hazard <br /> Area; thus, the project site is not subject to flooding. Likewise, the project site is not near the <br /> coast and is not at risk of inundation by tsunami or seiche. The project site is in a hilly area and <br /> could be subject to mudflows; however, as the project does not include any structures for <br /> human occupation and would comply with recommendations in the geotechnical report, this <br /> potential impact is expected to be less than significant. <br /> The project site is not in a dam inundation zone; however, if the proposed water tank ruptured it <br /> would pose a hazard to surrounding residential properties. Given that this potential hazard <br /> would likely be a major concern to local residents, Consultant shall produce or provide a water <br /> storage tank safety hazard assessment. The assessment shall determine the probability of <br /> storage tank failure, the potential for flooding of downstream properties and if proposed facilities <br /> at the tank site (e.g., storm drains, catch basins, etc.) are adequate to handle a sudden release <br /> of water without causing damage to down-gradient properties. Based on digital elevation maps <br /> and site topography, the general direction that water would drain if a rupture were to occur will <br /> be determined and the depth and velocity of water flow will be calculated. If the results indicate <br /> a potential safety concern, mitigation measures will be proposed. The assessment shall be <br /> summarized in the Initial Study and attached as an appendix. <br /> ATTY/AGR/2012.073/TRA ENVIRONMENTAL SCIENCES, INC <br /> REV:06-05-12 VR Page 18 of 26 <br />
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