Reso23-22 0110 PC23-22 PC Reso Stanford Block C

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4855-3069-9660 v1 approved projects, and applications currently under review in determining the needed capacity. If the existing sewer 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 sewer mains sufficient to meet such requirements, in accordance with the City's Engineering standards and as directed by the City Engineer to the City Engineer's satisfaction. [SDR][ENGINEERING] 30.Water Mains – Prior to encroachment permit issuance, submit to City, and obtain approval of, an evaluation and report, prepared by a licensed engineer, in conformance with the City's Engineering Standards, demonstrating that the proposed water main meets the domestic and fire flow requirements in accordance with City Code Section 38.26 and the International Fire Code. If the existing water 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] 31.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. Pipe material for internally dual plumbed systems intended for the conveyance of recycled water shall be constructed of non-metallic materials as allowed in the California Plumbing Code, and in accordance with the City’s Recycled Water Development Standards (Attachment U). [COA][ENGINEERING] 32.Recycled Water Report - The applicant shall enter into a Recycled Water Use Agreement and shall hire an engineer licensed in California and experienced in the field of wastewater treatment to prepare a recycled water report for dual plumbed facilities, 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 first draft of the report and the signed agreement shall be submitted to Engineering prior to building permit issuance, and will be routed to the Public Works Department for review and coordination. [COA] [ENGINEERING] 33.Cross-Connection Control Test - Prior to issuance of the certificate of occupancy, all applicable plumbing systems must pass a cross-connection control test, performed by a Cross-Connection Control Specialist Certified through the CA-NV Section of the AWWA and observed by Public Works staff. The cross-connection control test method must be included in the Recycled Water Report. The applicant is responsible for all fees associated with the performance of the cross-connection control test. [COA] [ENGINEERING] 34.Discharge Permit for Subterranean Garages - If the subterranean garage requires groundwater pumping into the sewer system, a Discharge fee will apply and a Discharge Permit will be required by Silicon Valley Clean Water (SCVW) prior to issuance of the building permit. [SDR][ENGINEERING] 35.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] ATTY/RESO.0110/PC RESO STANFORD BLOCK C - EXHIBIT A & B REV: 11-30-23 VR Page 6 of 20