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<br /> 1200 <br /> 1000 <br /> 800 . <br />::r <br />g, <br />S. 800 <br />Ul <br />C <br />... 400 <br /> 200 <br /> 0 <br /> " . ~ g I ~ . 'I &. g <br /> j. ! ~ I . . m <br /> ~~ z ~ z ~ ~ <br /> I . z . <br /> d ;; ~ 3 ~ ~ ic z <br /> ~ ~ ~ <br /> E~ . ! u u <br /> u ~ . 8 ~ <br /> S ~ <br /> <br />USBRIMWD SALINITY MANAGEMENT STUDY <br />FINAL REPORT <br /> <br />T bl 3 5 S <br /> <br />fP <br /> <br />dB' D. <br /> <br />I p. r F Tf <br /> <br />~\J <br />en <br />f\,j <br />-.J <br /> <br />a e - ummary 0 ro pose rme Isposa Ipe me aCI lies <br /> Ventura San Fernando Raymond Temescal San Diego <br /> ValIeyfWest Valley <br /> Facility Name County Brine Basin Brine Basin Brine Regional Industrial Total <br /> Disposal Disposal Disposal Interceptor Brine Export <br /> Pipeline Pineline Pipeline Brine Line System <br />Maximum Flow (mgd) 9,8 17,3 7,8 15.0 2,7 52,6 <br />Max, Pipe Diameter (inch) 36 36 21 36 18 -- <br />Miles of Pipeline 37,2 32,3 14,1 25,8 23,5 132,9 <br />TOTAL CAPITAL COSTS 41.2 44.3 9.9 39.4 16.0 175.5 <br />($ MILLION) <br /> <br />Figure 3-13 <br /> <br />Influent Average TOS at Wastewater Treatment Plants <br /> <br /> <br /> <br /> <br />W ASTEW ATER MANAGEMENT <br /> <br />Urban water use in Southern California typically adds 250 to 400 mg/L of salt as measured at <br />wastewater plants. In some cases that salt contribution may be as high as 600 mg/L in coastal <br />zones where seawater may infiltrate into the sewers. This salt loading is problematic for water <br />recycling and downstream receiving groundwater basins. Figure 3-13 illustrates inftluent <br /> <br />BOOKMAN-EDMONSTON <br />ENGINEERING, INC. 3-22 <br />O:\LOCAlRESIANDYSISAlINITY\IUNE98--217SECT3,DOC 07120/9810:59 AM <br /> <br />Section 3 <br />Evaluation of Potential Regional <br />Salinity Management Strategies <br /> <br />. <br /> <br /> <br /> <br /> <br /> <br /> <br />. <br />