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<br />I <br /> <br />6UZC# :5snc/er~on <br />dCY-4.rd?/VZtJni fo. <br /> <br />Wi <br />, <br /> <br />f2e ~ ervai,..~ <br /> <br />sr..4//V'/Y "7+00 <br />c#.A'#Ar"EL' LeA/4Th' <br /> <br />a,,'I <br />TQ 80+09_ <br />, <br />/$00 <br /> <br />COST A~ALYSIS METP.ODS <br /> <br />The results of the danagc potential analysis together with <br />investigations of channel characteristics, indicated that certain <br />types of improvements would be the most logical. These alter- <br />natives were cost estimated,in some detail including individ~al <br />costs for crossings, drop-structures, excavation, grading and <br />grassing, and other miscellaneous costs. It was impractical <br />to attempt to develop cost analysis for all alternatives on <br />this basis. so relative costs curves were developed for differ- <br />ent types of alternatives, various quantities of flew and varying <br />spacing of street crossings. By checking these curves against <br />actual detailed cost estimates, it was p<>ssible to keep the <br />estimatea costs for "Ill alternatives within reasonable cal- <br />culation limits. <br /> <br /> I C//4+'Y.:'"L i <<::Rb''''-S'/#~:J <br /> '~6Mi ~._'?W..~~_~, 1 ~N# 7<':';'"""'", <br />~R.:'"cp(J",e) .a.-R_~ A-<'","~"- <br />/M / te,o: I' 1 4,10 0)."0 4.0' 14.400 Q,730 <br />;0 2 2'5'-0171 3.40 4,410 3,q' 4.000 8,420 <br />2' 4 :?'O~ Ii, 5,00 5,QOo '.,' 3,<800 7,700 <br />@ /0 ;/8'-011.'5 1,~0 l,qqO '.4' .5.100 ~, /90 <br />5 20 1 qqO /0 1.00 I, Soo 2.0 1,"200 ~ 'S00 <br />2 '0 14701 8 0 0 0 0 0 <br /> <br />LIMITATION Of BENEfIT/COST &~ALYSIS <br /> <br />Flood DamBre <br />E'X/jfinq ZU/)/ C"ro-,jt'l?q. <br />\/-Tota/ Damaqe- Cro~~;n94 <br />\, Properf'::J =~2{70 /yesr <br /> <br />\" ( I../c.j.: O'Ul' ",,/ in c/<J.,Ie <br />'-. ch,t'tn,,~/ dS"""411t!: b~';'J<Ju" <br />\ Zl,)n..; C/~!/.) <br /> <br />Due <br /> <br />to <br /> <br />Several limitations to the Benefit/Cost Analysis as utilized <br />in this report are evident. The nost obvious limitation is the <br />lack of recognition given to the benefit of park land, open <br />space and other aesthetic benefits. Theoretical approaches <br />have been suggested for evalu"Iting these aesthetic benefits <br />but their basis does not appear to be sufficiently well defined <br />for use in ~n engineering analysis o~ this type. Other benefits <br />not analyzed include the reduction in nuis~nce uncertainty <br />costs due to interruption of business, traffic, utility service, <br />and otl,er day to day operations. The inclusion of uncertainty <br />costs alone might represent ~n incre~se in benefits of ZO to <br />30% over those listed in this report. <br /> <br />.2*,,~ <br /> <br />""1\ <br /> <br />Since these benefits [that is, aesthetic and uncertainty reduc- <br />tion benefits] ~r() tho ones normally manipulated to establish <br />t..€nefit/cost :r;;;tios,for t.his r€port., the ..P?ro.::.ch was to lea",1'" <br />them out of the direct benefit/cost analysis and refer to them <br />as additional fringe benefits to be derived from the improve- <br />ments. <br /> <br />Q / . <br />~ <br />, <br />3 <br />, <br /> <br />\ /oM' <br />.\ <br />" <br />j <br />, <br />I <br />" <br /> <br />of","",O <br /> <br />\ <br />~ Da/nsqe 10 <br />"-_< \. ~7'50 I t.jear <br />'-\. <br />-- <br />---- <br /> <br />CrO~.jinq <br /> <br />In considering the Benefit/Cost Analysis, it should be kept <br />in mind that much of the area under study has already been <br />developed by the Denver Parks ~nd Recreation Department on <br />the basis of Parks benefits alone. If public funds have been <br />expended for construction along the gulches for park purposes, <br />iL ,;jmCllJ"''''dll LiI<<L LlJ",rdLK" D"'lIdLLou",nL ["",1" LiJdLl;""",[iL" <br />cUe to park development alone are oqual to the cost of <br />development as park land. <br /> <br />" <br /> <br />< <br /> <br />."':-. <br /> <br />.i"~' <br /> <br />"',,''' <br /> <br />M <br /> <br />.('>cTU..e..v ,&'"REo:PCE..vCY - ./. <br />-62- <br /> <br />Figure IV-2 <br /> <br />-63- <br />