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_ ,� . <br /> . <br /> PROVISION OF A NEW 54�� OUTFALL <br /> Advantages• ' <br /> (a) Operation and maintenance of a new facility. <br /> (b) Provision of adequate sewer capacity with no <br /> anticipated surcharge from the total proposed <br /> service area. <br /> Disadvan'caqes: <br /> (a) Substantially increased initial cost. <br /> (b) Traffic disruption during the construction <br /> period (Cantrell Street and a Franklin Street <br /> crossinq) . <br /> (c) Required extension of existing active laterals, <br /> now served by the Cantrell Street outfall, to <br /> discharge into the new facility. <br /> (d) Some rehabilitation of the existing facility <br /> would be necessary, even if it is abandoned, to <br /> maintain its structural stability. <br /> In Summary, we believe that while construction of a new out- <br /> fall facility would provide the best lon ran <br /> e so <br /> lution for <br /> 9 9 this <br /> problem area, rehabilitation of the existing facility could rea- <br /> sonably serve current needs. In any event the problem should be <br /> addressed in the immediate future. Accordingly, we recommend <br /> rehabilitation of the existing outfall at this time. <br /> 87023A B-17 <br /> 26 of 29 <br />