Reso PC19-10 PC Reso 0081 - 1180 Main Project Approval

Browse Search

intersection and the removal of the pole adjacent to the concrete -lined channel near Lathrop. The work to underground these lines shall be shown on the building permit plans. [SDR][ENGINEERING] 28. Sewer Capacity — A sewer capacity study was prepared and submitted for review in the entitlements process, which documented that the existing sewer mains have adequate capacity for the proposed project sewer flows. If the project sewer discharge increases, confirm that the existing sewer capacity is sufficient for the increased project flows. If the project sewer discharge exceeds the capacity of the existing sewer system, the applicant shall, as part of the Project, construct and install new sewer mains sufficient to meet the requirements determined by the City Engineer, in accordance with the City's Engineering standards and as directed by the City Engineer to the City Engineer's satisfaction. [SDR][ENGINEERING] 29. 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 (1/1) by pipe replacement was determined. The applicant shall reduce (1/1) 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 1/1 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] 30. Sewer Lateral Limit — The project is limited to one sewer lateral per parcel. [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 property frontage, from the nearest point of connection to an existing 6" or larger water main. [SDR][ENGINEERING] 33. Water Meters — The project shall provide one "master" water meter for domestic water service and one "master" recycled water meter for each designated use on the site. Irrigation shall be metered separately from all other uses. Tennant Improvement areas intended to be used for retail, restaurants, personal services, business services, and/or entertainment uses, shall be provided with a separate meter from the areas designed to use recycled water for internal uses. Any metering for individual units must be accomplished by private sub - meters within the property. [COA][ENGINEERING] Page 17 of 25 ATTY/RESOS/2019/RESO.0081 PC RESO 1180 MAIN PROJECT APPROVAL REV: 07-25-19 PR