Reso 23-04 0025 C Reso Approving AP2020-060 2336 El Camino Real

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ATTY/RESO.0025/ PC APPROVING AP 2020-060 REV: 03-31-2023 JB Page 13 of 18 24. Peak Wet Weather Flow Capacity – Redwood City has exceeded its Peak Wet Weather Flow (PWWF) capacity in the past. A methodology to reduce inflow and infiltration (I/I) by pipe replacement was determined. The applicant shall reduce (I/I) to offset increased sewer demand from the project by replacing aged sewer mains or pay an equivalent in-lieu fee prior to Building permit issuance. The length of pipe replacement required or the amount of fee will be based on the project’s sewage generation projection (Attachment L of the City’s Engineering Standards). [COA][ENGINEERING] 25. Sewer Lateral Limit – The project is limited to one sewer lateral per parcel. [COA][ENGINEERING] 34. Sewer Lateral Size for Commercial Development - For new or remodeled commercial buildings, sewer laterals less than 4” shall be upgraded to a minimum 6” size. The required sewer lateral shall be included on the building permit plans. [SDR] [ENGINEERING] 35. 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] 36. Water Meters – The project is limited to one “master” water meter for domestic water service. Any metering for individual units must be accomplished by private sub- meters within the property. [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. The required backflow prevention shall be included on the building permit plans. [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]