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<br /> proport ¡ ona I <br /> wastewater demand <br /> is divided by the total number which <br /> constructed can serve. <br /> <br /> by 1 the <br /> IH win only serve the Rivergate <br /> are <br /> <br /> tables <br /> =' Highridge <br /> Tables 8 and 9 present each the <br /> including 1 for contingencies and 10% engineering. <br /> The are based on planning <br /> forecasts of probable demands for wastewater service. The costs are <br /> considered prel1minary and may need to be revised as development occurs <br /> different Area develop faster than others. The <br /> parUC\¡paUng will responsible for <br /> proport ionate as the <br />