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<br />.:' <br /> <br />-,", <br />:~, ,'~ <br />'b.~ <br /> <br />~". <br /> <br />(.0 <br />C'J <br />~ <br />N <br />c...;, <br /> <br />~...~ <br /> <br />., <br />, <br />" <br /> <br />,-- <br />'-' <br /> <br />~i~ <br />::..,~ <br /> <br />, <br />,.': <br /> <br />:;,. <br /> <br />;'...:. <br /> <br />:}"i; <br /> <br />~.' <br /> <br />.'~ <br /> <br />".' <br /> <br />ft <br /> <br />f.~ <br /> <br />,'i <br /> <br />'} <br /> <br />,,' <br />.:.': <br /> <br />:~~ <br /> <br />:.'';' <br />[;; <br />,~,; <br />, <br /> <br /> <br />~~t.~ <br /> <br />'(1';; <br /> <br />>'\' <br />:;-:"/- <br /> <br />~~ <br /> <br />~i::~~i <br />,~ ./<~,-:~ <br /> <br />Section 3 <br /> <br />WATER SUPPLY DESCRIPTION <br /> <br />The study compares the use of two alternate water supplies for total makeup to <br />the power plant. The base case water supply Is secondary treated sewage ef- <br />fluent from the Clark County, Nevada Advanced Wastewater Treatment (AWT) <br />Plant. The alternate water source for this study Is from the Lower Virgin <br />River Unit, which Is a saline water source under study by the Bureau of <br />Reclamation and Is comprised of both ground and surface water. <br /> <br />SECONDARY SEWAGE EFFLUENT <br /> <br />The Clark County AWT plant provides continuous secondary sewage effluent <br />treatment and periodic tertiary treatment to meet discharge requirements. <br />Secondary sewage effluent quality was assumed In the study because of the con- <br />tinuous data base. Water quality analyses for the secondary treated sewage <br />effluent for 1985 were obtained from the laboratory at the AWT plant In Las <br />Vegas. Additional data on the quality of secondary effluent were obtained <br />from the City of Las Vegas. The Colorado River Commission provided future <br />projections of wel I water to Colorado River ratios for Las Vegas and Reclama- <br />tion provided data on the future projections for salinity of the Colorado <br />River at Lake Mead. The projected quality of the secondary sewage effluent <br />based on these data Is shown on Table 3-1. SupportIng analytical data are <br />shown In Appendix B-1. For the plant design, no changes In water quality In <br />the pipeline between the AWl plant source and the power plant are assumed. <br /> <br />TABLE 3-1 <br /> <br />LAS VEGAS SECONDARY SEWAGE EFFLUENT WATER QUALITY <br />(mg/I as Ion) <br /> <br />Ion Average High Average <br />Na 187 216 <br />Ca 132 151 <br />Mg 55 62 <br />HC03 66 94 <br />CI 239 264 <br />. S04 550 626 <br />N03 2 2 <br />P04 3 3 <br />SI02 16 16 <br />TDS 1250 1434 <br /> <br />Water quality data Is from the Clark County Advanced Wastewater Treatment <br />Plant for the period of December, 1984 to January, 1986. High Average water <br />quality Is one standard deviation above the mean. Sodium Is used at the <br />balancing Ion. <br /> <br />3-1 <br />