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7/24/2015 <br /> Existing Conditions <br /> SRID canals flow from south to <br /> north <br /> Lateral C is main canal <br /> Withdrawal points ideally located <br /> just upstream (south) of control <br /> structures <br /> Desired vicinity maximizes <br /> drainage area captured <br /> North County WTP in close ® . <br /> proximity v <br /> Smith <br /> Reservoir Sizing <br /> 2035 Urban Service Area Population = 150,686 <br /> 110 gallons per day, per person for planning purposes <br /> Resulting 2035 demand = 16.58 million gallons per day <br /> Current CUP = 12.84 mgd; Shortfall 3.74 mgd <br /> With 10% redundancy, reservoir size for potable = 5.02 MGD <br /> 2035 Agricultural demand = 5.8 mgd (from SJRWMD Water Supply <br /> Plan) <br /> Smith <br />