Res13 15294 - Laserfiche WebLink

Browse Search

09/09/2013 Finding: Implementation of Mitigation 7-20 would reduce the project's impact on pedestrian facilities to a less-than-significant level. Facts in Support of Finding: Implementation of Mitigation 7-20 would reduce the project's impact on pedestrian facilities to a less-than-significant level by adding high visibility crosswalks along Bay Road that are aligned with the intersecting streets. These facts are described in Draft EIR chapter 7 (Transportation, Circulation, and Parking) on pages 7-1 through 7-70, Draft EIR appendix 21.3 (Supplemental Transportation Information), and Final EIR appendix A (Supplemental Traffic Information), which are hereby incorporated by reference. Utilities Impact: Impact 10-1: Need for Emergency Potable Water Storage. Project development would require emergency potable water storage per City requirements. The infrastructure (e.g., water tank and distribution system) necessary to meet this requirement has not been incorporated as a component of the proposed project. Mitigation: Mitigation 10-1. Based on the projected emergency potable water storage requirement for the proposed project, the project applicant shall contribute the funds equivalent to the cost of providing 490 equivalent dwelling units (EDU) ($1.5 million in 2011 dollars) of emergency potable water storage towards the design and construction of the planned off-site areawide storage facility. Finding: Implementation of Mitigation 10-1 would reduce the project impact on emergency potable water storage to a less-than-significant level. Facts in Support of Finding: Implementation of Mitigation 10-1 would reduce the project impact on emergency potable water storage to a less-than-significant level through the applicanYs contribution of approximately $1.5 million (in 2011 dollars) toward the City's planned off-site areawide storage facility. These facts are described in Draft EIR chapter 10 (Utilities), section 10.1 (Water), on pages 10-1 through 10-15, and appendix 21.5 (Supplemental Public Utilities Information), which are hereby incorporated by reference. Impact: Impact 10-2: Increased Peak Wastewater Flows in the Local FOSMD Collection System. It is estimated that the proposed project development site's peak wastewater flows to the FOSMD sewer system would be approximately 4.5 times the flow under existing (full occupancy) conditions, from 112 gallons per minute (gpm) to 627 gpm. Based on information provided by the County Department of Public Works, it has not yet been confirmed whether the two existing sewer lines that would carry this increased wastewater flow across the freeway have sufficient capacity to accommodate such an increase. Mitigation: Mitigation 10-2. At the time that construction of net new square footage on the project development site is proposed, the applicant's engineer shall work with FOSMD and the San Mateo County Engineering Department to verify that the local FOSMD sewer network, particularly lines 100 and 200, has adequate ATTY/RES0.2901/STANFORD EIR CERTIFICATION RESO.#15294 REV:09-10-13 VR MUFF#100 Page 42 of 55