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Because none of the 24 project components considered could individually meet future water <br />demands, it was necessary to combine various project components into "portfolios of <br />projects" to provide a long-term water supply solution. Each of the seven potential project <br />portfolios included phased implementation of selected projects to meet the City's increasing <br />water demands. Project phasing was based on meeting projected dry year water demands at <br />least five years before the demand occurs. <br />Figure 1 below shows the portfolio that was determined to best meet the evaluation criteria. <br />The evaluation shows that the first project that should be constructed to meet near term <br />water demand is the Prairie Waters Project. The Prairie Waters Project will put the City <br />ahead of the demand curve for several years and provide "drought hardening" of the <br />existing system. <br />ir��>.ri � , � , <br />ovia�c��l�u�Fr��N:� � !i � � �� � � <br />�PIStt�villeEr�han3z '�, . . i : �, . , ' <br />i <br />�Frightsn<;rs:elLakes . '. ., ; '.. . , '. , ' .. <br />� E a 1= k iv..r - n � ' , �. , . . '., �, ',, , '. <br />, q_ , Hdwt�rPr.�.lt . . . . . . . . ., .. . . <br />1 dO.0 __ . . __ . .-- _ - r- ---+-t— . , , . .__ . ._ <br />�P i�l I � L��se ih � � � ` <br />�F'u+l-I L�asr la I � � � � �..� <br />OEaylcRiverHdwtPrProj la � i ! � <br />OEactP.eser�uir �� �'� �. � � � � � '� i � <br />i <br />�ZQ.� ��,.uthPlatte . , . . � � . � � t I � �` �� � �,�� <br />�tit� iaqeY"i.ld �' � � ;�� ' <br />t <br />DEaistingFlanniryNetYield �� � ' � � �. �� � ��� � <br />NVCd Pen ancl 1" , �' �',. � i � �'. ',. � i ` <br />j 0t}.Q 9A�:i Demancl – l� � � ., _ _ _ t � � 4t <br />� �-(-� "� i },a'. ' <br />��iu�d UPmani – la � i ' � <br />� � � r � � <br />� �� . . ' .�,� � '�. <br />� <br />^ <br />� <br />, � <br />� � <br />� sU.o � ��I'fl � � II <br />� �� . , . . <br />� , �.� :. <br />: . _ :. <br />y , <br />L �� , <br />�- , , <br />y ' '' <br />¢ 6�.d �--In'r n � I ` I , � �+"' �- N �I ' � � i � <br />40.ti <br />)(1.i'� <br />;, <br />G J� h l� <br />�, l� N h <br />r, r r+ r: <br />� <br />��I <br />i).i� I'� i� �ii io��u_iin�ii���ii ��,"i��;i ti�i�_1Lll{t�11�'i ii�i. i���ii�i3y� iii., �i��ii�.i ui�f�ii,�+, ii <br />-- r� � — ,, �n r� „ _ �, �� �� � r. --. <br />G C '•^ �.� rV ("V ^l N �'V n'1 M� M 1 � '7 'Y � TS � <br />0 0 0 0 0 0 0 0 o a � o o � � <br />N N N N N rV N N nl !"y N N N N N N •'V N fV N N �'V N <br />FIGURE 1. AURORA WATER DEMAND AND YIELD COMPARISON (MWH, 2004) <br />To meet the demands of its existing customers in dry years, and to meet the increasing <br />demands on the system in the future, the goal of the PWP is to supply 10,000 acre-feet of <br />water per year (ac-ft/yr) by 2009-2010 and 15,000 ac-ft/yr by 2017. Aurora Water will <br />accomplish this goal using reusable effluent from its existing portEolio of decreed reusable <br />water rights, supplemented by lawn irrigation return flows and junior water rights. <br />4 <br />