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FINAL DRAFT PRELIMINARY REPORT <br />(Connections to EOCF #2) <br />4. PROPOSED FACILITY PLANS <br />4.1 General Selection Criteria <br />The proposed facilities to convey excess groundwater to South Orange County will need to consist of the following: <br />source of the excess groundwater (i.e. reservoir or connection to a distribution system with enough capacity); <br />EOCF#2 Pump Station; new high pressure discharge piping from the proposed pump station to the connection to <br />the East Orange County Feeder No. 2; pressure reducing facility to allow high pressure water to be relieved back <br />into the City's distribution system; and connection to the East Orange County Feeder No. 2 existing piping facilities <br />(between the meter vault and the MWD connection vault). <br />The general criteria implemented was to identify any potential locations for the proposed EOCF#2 Pump Station <br />in the vicinity of an existing East Orange County Feeder No. 2 connection. Potential locations included open <br />space/empty lots and properties owned by the corresponding water agency. <br />It should be noted that in the immediate vicinity of the existing East Orange County Feeder No. 2 import water <br />connections, the area is fully developed (mostly commercial) and there are almost no vacant lots/sites that are <br />existing. Therefore, the initial focus was identifying properties owned by the corresponding city as then no land <br />acquisition would be required. <br />The following is a summary of the preliminary locations that were identified as potential sites that did not require <br />land acquisition. <br />4.2 City of Santa Ana <br />Two potential locations were identified in the City of Santa Ana: East Station Facility and the Cambridge Facility. <br />The following is a summary of each of these facilities. <br />East Station Facility: <br />The East Station Facility is located within the City's Low Zone and consists of a 6 MG storage reservoir fed by one <br />groundwater well (Well 26) and a booster pump station that supplies water to the distribution system from the <br />storage reservoir. If Well 26 is out of service, the reservoir is filled from the distribution system. The booster <br />pump station includes two pumps with a firm capacity of approximately 2,300 gpm. Both pumps are operated <br />with VFDs that are controlled by pressure of the discharge header pipe. See Figure 1A for the existing East <br />Station Facility layout as well as the proposed improvements. <br />Proposed improvements for potential of 7 cfs excess groundwater: EOCF#2 Pump Station (three pumps) with <br />surge tank on discharge side; suction from East Reservoir; and new high pressure discharge to City of Santa Ana's <br />SA-7 Pressure Regulating Station at Ritchey Street and Costa Mesa Freeway (SR-55). Intent is to convey Well 26 <br />groundwater water to South Orange County. The existing East Pump Station can also take water from the East <br />Reservoir as needed to maintain distribution pressure. <br />Due to the size of the East Reservoir (6 MG), additional excess groundwater could be conveyed to the South <br />Orange County if it was able to be consistently supplied to the reservoir. The City's distribution system could <br />handle some additional flow (flow to meet the City's demands and provide excess to the reservoir) but not a <br />guaranteed amount and not an additional 7 cfs. If a new well is constructed at the East Station Facility, the <br />groundwater pumped by both of the wells could be conveyed to South Orange County. Thus, a total of about 14 <br />cfs excess groundwater could be made available with the new well and a fourth pump in the proposed EOCF#2 <br />Pump Station. <br />To allow the City the availability of moving the additional well water from the new well from the reservoir during <br />normal operation activities, an additional pump or pump upgrades to increase the pump capacity would be <br />needed by the City. <br />Orange 9t9%9 1District/Moulton Niguel Water District 30 - 21 5/17/2 A TECH <br />Evaluation of Groundwater Conveyance Options 9 <br />