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The City of Stockton has an agreement with San Joaquin County to provide all of the <br /> water that is necessary for anticipated future development of the airport. Water is <br /> ` currently available to the airport terminal and fixed base operator plots and to the Air <br /> Metro Industrial Park on the southwestern portion of the airport. Water for Farmington <br /> Fresh operations on the northeasterly part of the airport is provided by its own private <br /> well. Major water mains are stubbed to Arch Airport Road on the north side of the <br /> airport, and the commercial/industrial area and future terminal area on the north side of <br /> the airport will be served from these facilities. <br /> The domestic water demand for the airport development as envisioned in the Airport <br /> Layout Plan has been calculated for four different project developments considered in this <br /> study. This domestic water demand is summarized in Table No. 8-3. <br /> 3 . . . ..'' <br /> DOMEST>CC.WATERDEMAND <br /> Domestic Watet emancl gpd x..lOOQ <br /> 20P5 2115 2015 <br /> ..:' <br /> Proprjsed Proposed Reduced <br /> Land XJse :; Project Project Developirient Cumulative `.. <br /> Phase l Phase 2: :< A.l.ternative <br /> Interchange Interchange <br /> Commercial/Retail 110.0 130.0 132.0 130.0 <br /> Industrial Office 108.0 135.0 21.6 171.0 <br /> Research Development <br /> Industrial Warehouse 256.0 275.2 35.2 307.2 <br /> t Air Metro Industrial Park 140.4 140.4 140.4 140.4 <br /> Farmington Fresh 118.8 118.8 1.18.8 118.8 <br /> f � k <br /> I <br /> Enplaned Passengers 27.4 27.4 ;;13.7 54.8 <br /> } Visitors 21.9 21.9 11.0 43.8 <br /> _ Airport Employees 4.8 4.8 3.6 9.6 <br /> Hotel 6.0 6.0 6.0 8.0 <br /> �I <br /> Landscaping 8.0 1 8.0 1 4.0 1 10.0 <br /> TOTAL 801.3 867.5 486.3 993.6 <br /> Fire Demand - 2,500 gpm minimum <br /> The anticipated development for each of the four scenarios considered is presented in:z- <br /> Chapter 4, Forecasts and Aviation Demands. The anticipated development is the 2015 <br /> Proposed Project Phase 2 Interchange. .It will be noted that the domestic water demand _= <br /> _ for this project is_anticipated to be 867,500 gpd and that the Cumulative;design,i.which; ;1; <br /> 8-3 <br /> r <br />