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EXHIBIT A- SCOPE OF SERVICES operations. Based on this review, Woodard & Curran will compare the existing standards to the criteria developed in Subtask 4.1 and other industry standards and will make recommendations for modifications or additions to the standards to improve their use for private and public development. Recommendations will be in the form of annotations/comments on the relevant sections of the existing documents that the City should consider in updating its design standards. Subtask 4.3— Identify System Deficiencies. Using the hydraulic model and based on the criteria established in Subtask 4.1, Woodard & Curran will evaluate the performance of the existing sewers, pump stations and force mains under existing and future dry and design wet weather flows. Capacity deficiencies will be identified based on the performance criteria established in Subtask 4.1. Thematic maps and hydraulic gradeline plots will be prepared to present the identified capacity problem areas. Subtask 4.4— Develop Capacity Improvements. Based on the results of Subtask 4.3, Woodard & Curran will identify the need for improvements to address existing or potential future capacity deficiencies in the system. As needed, Woodard &Curran will test solutions to identified capacity deficiencies. Solutions may include upsizing or paralleling existing pipes, upgrading pump stations that lack sufficient firm capacity, consolidating flows in new sewers or existing sewers with available capacity, implementing flow diversions at critical locations, or sewer rehabilitation to reduce I/I. Based on preliminary model results and discussion with City staff, the alternatives will be refined and focused on the most viable solutions for more detailed project development. Woodard & Curran will evaluate potential project alternatives in further detail, including review of projects sites on aerial mapping or in the field. The purpose of these evaluations is to confirm the suitability of pipeline alignments, and identify any design, constructability, permitting, or environmental issues that could potentially be"fatal flaws"or that should be considered in project development. Woodard &Curran will develop planning level cost estimates based on the most viable construction method for each potential solution for the identified deficiencies. Woodard & Curran will develop a plan for recommended sewer system capacity improvements, including project priorities and estimated capital costs, and construction schedule (durations). Costs for recommended improvements will be based on City's historical costs for sewer projects, as available, or data from other similar agencies compiled by Woodard &Curran. Based on model results, Woodard & Curran will also allocate the improvement costs to existing versus future users. To the extent possible, identify which development projects benefit from future infrastructure improvements. Subtask 4.5—Capacity Analysis TM. Woodard &Curran will prepare a draft TM to document the methodology and results of the capacity evaluation under Task 4. Task 4 Deliverables: • TM on design storm and hydraulic criteria • Review comments and recommendations for modifications to design standards • Thematic maps and hydraulic gradeline plots of predicted capacity deficiencies • GIS maps and summary tables of proposed capacity improvements • Proposed capacity improvement project descriptions, costs, and priorities • Results of I/I reduction analysis (to be incorporated into Master Plan report) • Draft and final Capacity Analysis TM Woodard &Curran -6- 12/20/21