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FINAL DRAFT PRELIMINARY REPORT <br />(Connections to EOCF #2) <br />With no reservoir within the vicinity to take suction from, the distribution piping in the area restricts the maximum <br />excess groundwater available to the amount of one well or about 7 cfs. If additional excess groundwater capacity <br />is desired, an additional new well will need to be constructed within the City Yard Facility. This could provide an <br />additional 5 cfs of excess groundwater available to be conveyed to South Orange County. However, due to the <br />distribution system piping, the City will not be able to operate the three wells (Well No. 25, No. 27 and the new <br />well at the same time) without additional pipeline distribution improvements. <br />Proposed additional pipeline distribution improvements: 700 feet of new 12-inch pipeline within Lincoln Street <br />from Almond Avenue to Chapman Avenue (shown on Figure 4); and 1,400 feet of new 12-inch pipeline within <br />Chapman Avenue from westerly 55 Freeway off -ramp to east of the 55 Freeway and Santiago Creek. It should be <br />noted that the proposed pipeline within Chapman Avenue will need to be bored across the Santiago Creek as well <br />as the easterly off -ramp from the 55 Freeway (about 600 feet in length). <br />In summary, the above proposed improvements can provide up to 7 cfs excess groundwater to South Orange <br />County, and up to 12 cfs if an additional new well is constructed onsite and about 2,100 feet of new 12-inch <br />pipeline is constructed to improve the City's distribution system. <br />The City of Orange will benefit from the new well as long as the additional distribution improvements are <br />constructed. With the additional distribution pipeline improvements, the City will be able to operate all three <br />wells, if they desire, and will be able to convey the additional groundwater to a portion of the City that currently <br />needs additional capacity as well as providing reliability to the hospital located near the proposed improvements. <br />It should be noted that it appears there are two sites in close proximity to the OC-42 connection that could possibly <br />be used to construct the proposed EOCF#2 Pump Station: 1800 E La Veta (Rehabilitation Institute of Southern <br />California); and Caltrans right-of-way adjacent to the Garden Grove Freeway (SR-22). Based on the existing size <br />of the City's distribution piping adjacent to these sites (24-inches in diameter), the EOCF#2 pump station may be <br />able to convey 7 cfs excess groundwater from the City's existing wells and up to 14 cfs excess groundwater if a <br />new well was construction within this general area of the City. The ability to convey this capacity of excess <br />groundwater would need to be confirmed by utilizing the City's existing water model once it is determined that <br />purchasing one of these properties is potentially feasible and the anticipated land cost would be reasonable <br />(comparable to the cost of the high pressure discharge from EOCF#2 Pump Station to OC-42 MWD connection). <br />Batavia Plant Facility: <br />The City of Orange Batavia Plant Facility is located at 2443 N. Batavia Street (just south of Fletcher Avenue) and is <br />within the City's 390 Zone. The site includes the following: 0.5 MG steel reservoir (constructed in 1970 and is off- <br />line); Well No. 1 (drilled in 1950 and is off-line); and Plant B-1, B-2 and B-3 booster pump station (off-line). These <br />existing facilities would need to be demolished in order for the site to be used for the proposed new well and <br />EOCF#2 Pump Station. <br />Proposed improvements for 7 cfs excess groundwater: demolition of existing steel reservoir and pump station; <br />abandon/demolish existing Well No. 1; EOCF#2 Pump Station (three pumps) with surge tank on suction and <br />discharge pipelines; suction from new well and supported by distribution system (16/12-inch pipe located within <br />Batavia St.); and new high pressure discharge to City of Orange's OC-40 MWD connection at Hein Ave. and Tustin <br />Ave. The intent is to convey the new well groundwater to South Orange County. <br />In summary, the above proposed improvements can provide up to 7 cfs excess groundwater to South Orange <br />County. The City of Orange will benefit from the new well as the only wells within this area of the distribution <br />system are no longer in service (Well No. 1 and Well No. 15). The City's water system will be improved with the <br />new well at the Batavia Plant. <br />Orange 9tq%9 1District/Moulton Niguel Water District 30 - 23 5/17/2W&A TECH <br />Evaluation of Groundwater Conveyance Options 11 <br />