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Project cost will be provided that includes all planning, design and environmental cost and a portion of the construction cost. 16. Is land acquisition or landowner permission required for this project? If so, please briefly describe the status of the acquisition or agreement with the landowner. If the acquisition is not complete or permission not secured at the time of application, please describe the plan to complete it. No land acquisition or landowner request is required as the project will be on the property of City of Santa Ana. 17. Has planning and design for this project been completed? If not, please describe the status of planning and design. The design for this Project is of two period. Design period part-1 is, complete which was scheduled from January 2020 to April 2021. The design period part-2 is been scheduled on December 2022 to June 2023. 18. Are the CEQA (and NEPA if applicable) and permitting processes for this project complete? If not, please briefly describe the permits and CEQA (or NEPA) documents to be completed and projected schedule for completion. The Project will be evaluated for both CEQA and NEPA compliance and it is anticipated that the environmental process for this project will be a mitigated negative declaration. 19. Please briefly describe the necessary construction/implementation for this project. Similar to the City's other wells, the Washington Well is proposed to be drilled to a depth of about 1,300 feet below ground surface and be installed with minimum of an 18-inch diameter casing. The design capacity of the well will be about 2,500 to 3,000 gpm well pump flow range; design head of about 400 to 450 feet; and the well pump will be driven by a 350 to 400 HP electric motor. Construction will include the City's typical well to system mechanical piping layout, electrical equipment (e.g. include switchgear, control panels, variable frequency drive, telemetry, lighting, programming, etc.) and well discharge to waste piping for use during well testing and start up. The water produced from the proposed well will be disinfected using sodium hypochlorite (NaOCL) before it is discharged into the water distribution system.. The disinfection equipment will be housed in a chemical facility building, separate from the well building. The City has standardized the utilization of On -Site Generation (OSG) at all of their well sites to produce a 0.8% solution of sodium hypochlorite for disinfection using salt, softened water and electricity. Additionally, the system components include a water softener, bulk storage tanks for salt and NaOCL solution, metering pumps, a brine saturator, an electrolytic cell, and an electric rectifier. The proposed well building will have three separate rooms, housing the well head and piping, electrical cabinets and SCE switchgear. The onsite generation disinfection equipment will be housed in a chemical facility building that will separate salt and brine storage areas from the hypochlorite production and storage area. Each building will have reinforced, solid -grouted concrete masonry walls, a shallow concrete foundation, a concrete floor slab -on -grade, and a gable roof structure. The masonry walls will provide a high level of security, sound attenuation, durability and strength. The exterior surface of the masonry walls will be colored, textured, scored, City Council 36 — 12 12/21/2021