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<br /> , - <br /> ._.....~..,._=.,..'""''''''. .__""""e~~'''>''', ~",..;.", <br /> 5. \ c-- 2>4 <br /> It <br /> I <br /> I ES.3 Aftema~es Development and Evaluation <br /> Eight preliminary alteml.lives ware developed for hydrauDc analysis. The eight altematlves <br /> I encompass a full range of possible systemconflm.ntions. so different levels of service to the <br /> 1hree geographical areas and aJStomer priOrity \evel$COIJld be investigated. In addition, both <br /> centralized and decentralized storageand pumping options were included to Investigate the <br /> . eost..effectiveness of different system configurations. The altematlves ranged from small <br /> systems (Priority 1 and 2 customen; in RedWl)od Shores only) to aty,.wide systems (Priority 1. <br /> 2. and 3 customers In all threl!Jg&Qgfllphical areas) providing a range of new water supply from <br /> I just, over 1,100 AF/yr up to approximately 3.172 AF/yr. <br /> Preliminary eslImales of capilal.c:;osts and cost effectiveness (~ per 8C78-foot of water <br /> I delivered) were developed for the eight pI9llmlnary alternatives based on pipeline slz&s and <br /> lengths, storage andpwnplng capacity, treatment costs,and&tandby connections. The <br /> conclusions drawn from 1he prellmInary ,alternatives analysis areas follows: <br /> I . The cost effeetiveJle$S of CIty-wlde altematives,lhat serve ooly Priority 1 and 2 <br /> customers tends to be ITIUCh lower than for atIematives that Indude Priority 3 customers. <br /> When the Priority 3 customers are added to CIty-wide distribution sy$tems, the cost- <br /> I effeetivenesslncreases by about 35%. This1s because Prlority3 custometsmake up a <br /> lal'98 percentage of total potential recycled water demand.outskIe the ~ Shores. <br /> and 1tle transmission pipeline system becomes more cost-efficient When the Prlority 3 <br /> I customer demands are included.' <br /> Preliminary altematlves with centralized ston:Jge and pumping at SBSA are more cost <br /> . <br /> I effective than tile altematives with decentralized storage and pumping. The cost <br /> required for decentralized pump stations Is greater than the cost savings realized by <br /> reduced pipeftne slzas In the transmission system. <br /> I . In an attempt to Improve cost-effectiveness of a CI~-wide project While maintaining a <br /> substantial recycled water supply, fine-tuning was performed by eflminating distribution <br /> pipeUnes to customers that appeared to be relatively expensive on a cost per AF/yr <br /> I delivered basis. A slight Improvement In cost effectivel'le$s was realized in this fine- <br /> tuning. <br /> I' Based on the results of the prenmlnaryaltematives evaluation. final alternatives were developed <br /> to meet the range of the City's projecte<S water supply need$, while providing the best value and <br /> preserving flexibility for future system growth and expansion. AD of the finalaltematives <br /> , included some level of service to Priority 3 customers. The four F"lI1al Alternatlves A through D <br /> are summarlzed In Figures ES-1 through ES-4. To preserve t1exlbility for future expansion of <br /> the recycled water system, the transmission pipelines are sized under each final alternative to <br /> 1\ serve aU of the Priority 1, 2, and 3 customers In each of the three geographical areas (as in <br /> Alternative B). <br /> I ES.4 Recommended Project <br /> Based on an evaluation of cost-effectiveness, water supply, and future f1eldblllty considerations, <br /> I Project Alternative D Is recommendad to the CIty for use in project planning and <br /> I Water RscycJ1ng Feaslbmty Study for Redwood CIty vi <br /> ,'""""",,,,,,,,,,"'" <br />