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Subtask 3.1— Review Final Data and Flow Monitoring Report The flow monitoring contractor will deliver final data to the City and prepare a draft flow monitoring report. Final data provided by the flow monitoring contractor shall be electronic files (Excel format) of depth, velocity, and flow rate for each meter and rainfall at each rain gauge in 15 -minute intervals. The Consultant will review the final data and draft flow monitoring report and provide comments to the City and contractor. Deliverables: • Comments on final data and draft flow monitoring report TASK 4 - DEVELOP LAND USE PLANNING INFORMATION AND PARCEL LOADS Subtask 4.1 - Review Planning Documents and Meet with Planning Staff The Consultant will meet with City Planning Division staff to identify and obtain pertinent land use planning maps, data, and documents that provide information required for the Master Plan, and to discuss specific planning issues and potential growth or redevelopment areas in the City. The projected timing of new development will also be discussed with City planning staff to provide input for sewer improvement project phasing. Subtask 4.2 = Develop Parcel Loads The Consultant will review existing parcel, customer billing, and water use data to determine if it is feasible to use this data to define existing land uses (e.g., number of dwelling units for residential areas and floor area for commercial/industrial areas) and/or water usage on a parcel -by -parcel basis for purposes of developing wastewater flows for the hydraulic model. The exact methodology to be used to develop model loadings will depend on the format and completeness of the available parcel -based data. If sufficient data is not available to generate loadings on a parcel basis, then other data sources such as census data and/or land use mapping will be used for this purpose. Subtask 4.3 - Develop Large User Loads The Consultant will identify significant point source dischargers such as large industries or major institutional users based on information on water and/or wastewater volume in the billing database and/or industrial monitoring data. Through discussions with the City, the Consultant shall identify possible changes in flows for large users or potential new large users (industries or institutions). In general, large users will be considered to be those users with average flows greater than about 20,000 gallons per day. Average and peak seasonal and diurnal patterns will be developed for each large user based on information provided by City staff or available in City records. Subtask 4.4 - Develop Loading Information for County SMDs The Consultant will develop loading information for pertinent San Mateo County Sewer Maintenance Districts (SMDs), including Emerald Lake Heights, Fair Oaks, Oak Knoll, Kensington, and other smaller districts located within the City's sewer service area and discharging into the City's collection system. Loading information for Fair Oaks SMD will be based on the hydraulic model and capacity assessment prepared by the Consultant REV: 01-28-19 PR Page 13 of 21 ATTY/AGR.2019.012/Woodard & Curran