Reso25-02 0024 PC Reso 901 El Camino Real

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ATTY/RESO.0024/PC RESO 901 EL CAMINO REV: 04-11-25 VR Page 13 of 27 49.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 Worksstaff. 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] 50. 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] 51. Backflow Protection – Backflow protection on all water services is required for the Project. The backflow preventer shall be above grade and located on private property, accessible to the Public Works division for testing. [COA][ENGINEERING] 52.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] 53. C3 Requirements - Plans shall be designed by the Applicant 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] 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 approved Vesting Tentative Map without written approval from the Engineering Department. Treatment Measure Inspection – The Applicant shall coordinate installation of stormwater treatment measures with the municipality, shall arrange to have the City’s designated inspector present at the time of installation, and shall have the City’s designated inspector complete a final inspection of installed stormwater treatment measure immediately after installation is complete. 54. Stormwater Management Plan (SWMP) – The Applicant shall prepare a SWMP that includes, at a minimum, exhibit(s) showing drainage areas and location of Low Impact Development (LID) treatment measures; total project site area and total area of land disturbed; total new and/or replaced impervious area; treatment measures and hydraulic sizing calculations; a listing of source control and site design measures to be implemented at the site; saturated hydraulic conductivity rate(s) at relevant locations or hydrologic soil type (A, B, C or D) and source of information; elevation of high seasonal groundwater table; and a brief summary of how the project is complying with Provision C.3 of the MRP. [COA][ENGINEERING]