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___, _ i to be adjusted, use the field data to determine the roughness coefficients. Results of the calibration will be presented in the report. • Perform Hvdraulic Evaluation for Maximum Dav Plus Fire Flow Conditions: Conduct a fire flow analysis to determine available fire flows in the Specific Plan area under existing conditions (current level of development) and for water system buildout conditions with the maximum anticipated level of development in the Specific Plan area. Obtain fire flow requirements for the different land use types anticipated in the Specific Plan area. Where available fire flows at buildout of the system and the Specific Plan area are less than requirements, identify potable water system improvements to meet fire flow requirements. • Perform Hvdraulic Evaluation for Normal Operations. Peak Hour Demand Conditions: Perform a peak hour demand evaluation for existing conditions (current level of development) and for potable water system buildout conditions with the maximum anticipated level of development in the Specific Plan area, to determine the hydraulic impact of the Specific Plan area on the City's existing Main Pressure Zone water system. Utilize the City's hydraulic design criteria for normal operation conditions that are documented in the City's 2011 Water Master Plan. • Identify Facility Impacts by Parcel: Perform a hydraulic sensitivity analysis for the Specific Plan area to allocate infrastructure requirements for the four parcels within the area. This information will be used in future evaluations by the City to determine impact fees associated with the development of the Specific Plan area. City Data Requirements: 1) Potable water demands for the Specific Plan area for existing and buildout conditions; 2) hydrant test data. Task 2: Evaluate Recycled Water System In this task, Consultant will perForm a recycled water system analysis to determine recycled water infrastructure requirements to serve the Specific Plan Area. Budgeting assumes that the City will provide a copy of the City's recycled water system model, and that only minor updates, as noted in this task will be required for system evaluation. The following work will be perFormed: • Update the Hydraulic Model: Update the City's existing recycled system hydraulic model to include conceptual pipelines identifiied in the draft Specific Plan, and to allocate irrigation demands provided by the City for the various potential uses in the Specific Plan area. • Perform Hvdraulic Evaluation for Peak Hour Irrigation Demand Conditions� Perform a peak hour demand evaluation for the recycled water system at buildout conditions with the maximum anticipated level of development in the Specific Plan area, to determine the hydraulic impact of the Specific Plan Area on the City's recycled water system. Utilize hydraulic evaluation ATTY/AGR/2015.095/WESTYOSTASSOCIATES—INNER HARBOR UTILITIES EVALUATION REV:05-13-15 VR Page 30 of 17