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07/25/2016 ATTY/RESO.0070/CC RESO DENYING APPEALS & APPROVING PERMIT FOR 603 JEFFERSON RESO. NO. 15515 REV: 07-15-16 VR MUFF NO. 603 Page 11 of 22 d. Work using the public right-of-way for any fixed structure (awnings, roof overhangs, fixed planters, etc.). Insurance, meeting the City’s standards, is required. This permit will be recorded against the property. 27. Sewer Capacity – Prior to encroachment permit issuance, submit to the City, and obtain approval of, an evaluation and report prepared by a licensed engineer demonstrating that the existing sewer mains have sufficient capacity for the project. The study shall consider existing, project, other 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] 28. 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. 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). For parcels within Redwood City but connecting to County owned and maintained sewer, an I/I in-lieu fee may be collected by Redwood City if the County does not require main replacement or collect and in-lieu fee. [COA][ENGINEERING] 29. Sewer Lateral Limit – The project is limited to one sewer lateral per parcel. [COA][ENGINEERING] 30. Sewer connection – No new lateral connections shall be made to sewer trunk mains. All sewer laterals shall connect to collector mains. [COA] [ENGINEERING] 31. 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. [SDR] [ENGINEERING] 32. 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