Reso PC19-16 0098 PC Reso 910 Woodside Road

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main is less than 6" in size, or is in any other way not sufficient as determined by the City Engineer, applicant shall, as part of the Project, construct and install new water mains sufficient to meet such requirements, in accordance with the City's Engineering Standards and as directed by the City Engineer. New water mains shall be 8" minimum in size and extend across the entire property frontage, from the nearest point of connection to an existing 6" or larger water main. [SDR][ENGINEERING] 34. Water Meters — The project is limited to four water meters - one "master" water meter for domestic water service, one "master" water meter for the dual plumbed recycled water service, one meter for the irrigation water service, and a small water meter on the fire service backflow preventer. Any metering for individual units must be accomplished by private sub -meters within the property. [COA][ENGINEERING] 35. Recycled Water Facilities — Recycled water (purple pipe) facilities shall be provided and designed in accordance with Engineering Standards for dual plumbing, irrigation, and other warranted uses per the Recycled Water Ordinance, Chapter 38. Services that are to be supplied by recycled water (either at the time of project completion or at a future date) shall be designed to properly function at the design pressure required by Engineering. Upon a final determination by the City that recycled water is available for the property, the applicant shall connect the project to the recycled water system. [SDR][ENGINEERING] 36. Dual Plumbing Report - The applicant shall hire an engineer licensed in California and experienced in the field of wastewater treatment to prepare a report pursuant to California Water Code section 13522.5 and in accordance with California Code of Regulations sections 60314 and 60323 (found within Title 22, Division 4, Chapter 3). The report shall be submitted with the first building submittal, and will be routed to the Public Works Department for review and coordination. [COA][ENGINEERING] 37. Backflow Protection — Backflow protection on all water services is required. The backflow preventer shall be above grade and located on private property, accessible to the Public Works division for testing. [COA][ENGINEERING] 38. Fire Flow — The Project shall meet fire flow requirements as established by the Fire Department which are based on the Fire Code. Fire flow tests are typically performed during the preliminary design phase but must be completed prior to submittal of final design. Applicant shall contact the Fire Department for fire flow requirements, and then submit a written fire flow test request to Engineering. [COA][ENGINEERING] 39. C3 Requirements — Plans shall be designed to meet C3 requirements of the Municipal Regional Permit (MRP) NPDES Permit CAS612008 and be in compliance with San Mateo County C.3 Stormwater Technical Guidance. [SDR][ENGINEERING] a. Treatment Controls — Treatment measures to be shown on final improvement or grading plans shall not differ materially from the treatment measures presented on the project's Tentative Map, approved on January Page 15 of 26 ATTY/RESO.0098/PC RESO 910 WOODSIDE ROAD REV: 10-09-19 PR