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Preliminary Design Report Addendum No.2 <br />Inlet and outlet structures will consist of large diameter reinforced concrete pipe (RCP) with slide gates <br />mounted on the vertical channel wall. <br />The proposed in- channel structure, intake and by -pass discharge structures will be located along the Santa <br />Ana Delhi Channel within existing County of Orange Flood Control District (OCFCD) Right of Way. <br />The three -stage clarifier system followed by additional storage tank and submersible pump station will be <br />located underground within the golf course. It is anticipated that the new facility will not impede the <br />existing golf course operations with the exception of during construction. After construction, the majority <br />of the facilities will be located underground except for the man -way accesses, control panels and vent <br />risers. <br />URS 2 <br />25F -134 <br />