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6 DEVELOPMENT AND EVALUAT)ON OFALTERNATNES <br /> <br />Disadvantages: <br />e Only provides for 1.5 mgd of reuse <br /> <br />The reuse irrigation system would consist of two new effluent reuse pumps (one for <br />redundancy) located at the BF pump station, a 14-inch buried pipel/ne, and irrigation tubes <br />on 20- to 30-foot gr/ds with microsprays on a minimum spacing of 20- to 30deer. Tb~e <br />irrigation tubes would be connected to a sub-main manifolded off the 14-inch reuse main. <br /> <br />Estimated Cost: $3,600,000 <br /> <br />Alternative 4 - Level ~V Reuse Phase <br />AIternat/ve 4 would provide approximately 1.5 mgd of additional Level Iv' effluent, for a <br />total of 2.0 to 2.5 mgd of Level IV reuse. The implementation of this alternative would be <br />based on the publ/c acceptance of Alternative 1, as well as general operational results. <br />Similar to Alternative 1, the Level IV effluent would be applied to areas in proximity to the <br />WPCF. The application area would have to be expanded. AsstLming the reuse were applied <br />on grass, approximately 370 additional acres of lm~td would be required during an <br />application period of July and August. This is based on providLng an additional daily reuse <br />application rate of 1.5 mgd (2.0-2.5 mgd total). <br /> <br />Advantages: <br /> Less restrichons associated with application of Level IV reuse compared to Level II <br /> effluent <br /> <br /> Level IV effluent can be applied on a greater variety of sites (e.g., golf courses) than <br /> Level II effluent <br /> <br />· Provides a buffer for future effluent thermal load regulations <br /> <br />~ Potential to fixrther strengthen public perception of reuse <br /> <br /> Disadvantages: <br /> Level IV reuse is more costly to achieve th_an Level II <br /> Must expand the conveyance and distribution system constructed irt Alternative 1 <br />o More public land required <br /> - Requires public awareness and education program <br /> <br /> This alternative would require the expansion of the UV disinfection system installed as part <br /> of Alternative 1, and expansion of the conveyance pipeline and distribution system. A <br /> permanent structure housing the reuse equipment at the WPCF would also be needed. The <br /> cost assumptions for this alternative are based on identifying land within 3 miles of the <br /> WPCi~, and an additional 1.5 rngd of UV dis/nfection capacity. <br /> <br /> Estimated Cost: $4,100,000 <br /> <br /> Alternative 5 - Full Scale Level iV Reuse <br /> Alternative 5 represents full development of reuse during the desigm per~od. This alternative <br /> assumes that all, or part of Alternatives 1 through 4 have been implemented. The intent of <br /> this alternative is to implement full-scale reuse of Level IV effluent. T1Ms would be <br /> accomplished through the additional application of effluent on green spaces, golf courses, <br /> and agricultural lands. 2.5- (poplars) to 5.0- (grass) mgd of reuse would be developed under <br /> <br /> <br />