Agmt11 Kennedy Jenks Counsutants

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EXHIBIT "A° , SCOPE OF SERVICES GOLF COURSE IRRIGATION RECYCLED WATER STORAGE FACILITY EVALUATION Task 1: Project Management, Meetings, and QA/QC Kennedy/Jenks wilf perform project management and quality control to provide a project that meets the standard of care and the project budget and schedule requirements. Kennedy/Jenks will provide project management including invoicing the City for work completed, oversee project team work, coordinate with the City on the project status and assistance, and complete internal project setup. Intemal team meetings (kickoff and QA/QC) are included in this task. Task 2: Storage Facility Siting Atternatives Evaluation The evaluation will consider two basic demand scenarios: 1) MCC irrigation demands only; and 2) MCC irrigation demands and potential City and non-City customers located adjacent to the proposed pipeline alignment. City demands are assumed to be in accordance with build-out (2030) demand estimates developed for the City's 2010 Urban Water Management Plan. Non-City demand is assumed to be for irrigation at Woodside High School. Pipelines are sized to preserve future flexibility, in accordance with Draft Water Recycling Feasibility Study Update. For each of these iwo demand scenarios, sub-alternatives will be developed to evaluate the impacts of constructing storage above-grade vs. below-grade storage and sizing the storage facility to be 1 MG vs. 3 MG. The maintenance area near the MCC entrance may not be appropriate for every altemative evaluated; therefore, location of storage may vary from altemative to altemative. The evaluation will include a conceptual-level site plan, facilities sizing, and cost estimate for each of the following five siting altematives: • Alternative 1.A: This altemative is equivalent to the one established in Feasibility Study for Developing an Alternative Water Supply for Golf Course Irrigation, using the following assumptions a. New recycled water facilities are sized to serve only MCC irrigation demands; no other City demands are included. b. Above-grade storage facility with a volume of 1 MG is located in the maintenance area near the MCC entrance. c. Storage facility is situated so the high water level is set at an HGL corresponding to the maximum allowabie head developed by the City's DPS. • Alternative 1.B: This altemative is similar to Alternative 1.A, except the storage facility is located below-grade. As in Alternative 1.A, new facilities are sized to serve oniy MCC - ATTY/AGW2011.737/KENNEDY JENKS DESIGN GOLF COURSE � � REV:12N 3N 7 � � . , Page 11 of 14