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<br />Or. tr,e Soeth Tributary, the suggnsteG i"'pruve;!'er:ts >:ullld <br />reduce the anticipated damaf:es for the tl,'o-Y<lar storm event <br />to ~cro. This alone \iould reduce the aVBl'agc annual <br />d1'..~\:lees for the reach from $2~5, 000 pcr YCilr tc :lpproxi- <br />r:?tcly $123,000 p..,r y<,,,-r. The grc,,-tcst shar(1 of the <br />the rcd~Kccl dal';age ..'(mId be :!ttrib,\te<.! to the apartr.lent <br />buildings alor:g the west side of \'Iindermerf' north of Pe,.ers <br />Street. The street ililprOH'ments ,,;ould have to be made in <br />stich a manner to effect the adjoining property as little <br />as possible. The area ',;Quld also he zoned flood plain to <br />qualify residents for flood insurar.ce. The estimated cost <br />fOr these improvements is ;lpp:oximately $130,000 Ivhite the <br />approxi~ate benefit is $1,550,000 resulting in a benefit- <br />cost ratio of 11.8. A cost breakdo\>'n sur.unary for this <br />a1ternatc is shown in Table VII. <br /> <br />TABLE VI <br />ALTERNATlC -'0. 2-COST BREAKnO\'o'N <br /> <br /> It\lm :,jain Str<:a,ll South Trib:Jtary <br />Channel Improver~ellt $ 79,000 $57g,OUO <br />Street Crossings and .,92,000 -:)- <br />Pund Improvements <br />Right-of-l'o';lY 312,000 -0- <br /> ~- <br />Sub - To t Cl ~ S 7~:<" noo .~ 'i 7 'J ,1111 () <br /> ToLd $1,362,000 <br /> <br />-2.1. <br /> <br />-2,,- <br />