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<br />~1-lJ <br /> <br /> '>'!-14 <br /> TABLEvl-3 <br /> REvISED o~pr~-DAMAGE CURvES (FIA, lJ7~) <br /> RESIJENflAL AND SMALL BUSINESS STRUCTURES <br /> Curve No, <br /> 01 03 05 to 13 13 23 <br />Depth, H, O<lflldge in Percent of Mdrket Volue <br />,3 0 0 0 <br />" 4 3 3 <br />,I 0 0 0 0 8 5 5 <br />0 7 5 3 8 11 7 6 <br />I to J J 45 18 II 16 <br />1 14 13 13 " 20 17 13 <br />3 26 18 " 74 23 " 22 <br />4 23 10 17 " 23 28 17 <br />5 19 22 28 80 33 33 31 <br />6 41 14 33 81 38 35 35 <br />7 43 2fi 34 31 44 38 36 <br />8 44 31 41 4J 40 44 <br />J 45 36 43 51 44 43 <br />10 46 33 45 53 46 50 <br />II 47 40 45 55 48 52 <br />.1 43 41 " 57 50 54 <br />13 4J 44 43 ti<J 51 56 <br />14 53 46 43 60 " 68 <br />.0 " 50 56 59 <br />16 43 51 60 <br />" 49 59 <br />18 " 60 <br /> <br />L rh" "dsting floodpldin ordindnces of the City of Goldell dlld Jefferson <br />County, <br />2. TheStilteofColorddoMJu",1 FlooapldinReguliltion(CI<ICB& HBl041) , <br />3. fneFloodDisilsterprot"ctionActofll7J(PL43-234),dnd <br />4. rhe WHer Resources Develop-nent Act of 1374 (PL D-251). <br /> <br />T<lbles VI-3 dnd VI-4 snow the "Revised Oe,)th-Ddlllage Curves" (1375) data 00- <br />tain;>d from the Fed;>ral Insurance Mministrdtion. The t<lbles provide dre. <br />lationship between flood depth <lnd percent ofdamag", for structure and con- <br />tents for residentidl and small ousinessstructures. <br /> <br />Theaveragemdrket vdlue of single fdll1i1yresidences in the study area was <br />determin~d to be $85,000 by consultdt ion witn the City of Go lden Pl<lnn1ng <br />De~artment. fhe value of contents was assumed to be 30 percent of the total <br />market ~d 1 ue of the structure. Structure dnd contents val uat ion for spec i d 1 <br />ouildings sllch as the Municipal Building, tneLibrdry,tneRecr",ationCenter, <br />etc., was defined by ind1vidual struct\Jre by structure field survey and <br />interview, with owners or respo~sible part'es. <br /> <br />These v<ll~es formed tne bas is for est imat ,ng flood damage costs for the 10 <br />dnd lG0- year floon e~ents. Inc I uoea in the es t ir.ldte of f1 ood damage cos ts <br />dre structure aM contents damages for COlTlm;>rci<ll, industrial dnO residentidl <br />structur",s, bridge and road re,Jairs, deb~ is remOVd I and property cldanJp. <br /> <br />A plot of the probability of a certain frequency event ~ersus the monehry <br />d<lmdge~ result Ing from the event, is th~ probdbi 1 ity distribution of flood <br /><lamages. The area un<ler tne curve 9i~es the eJ\p;>ded d~"rd':le <lnn\Jal dd:;lages. <br />rj9u~"S '::-2 Jnd 1';-3 sho,; t~c f10cd damdge p~obal:>il ;ty d htril)llt ion" esti- <br />mated 10 dnd lOO_year flood damages and a~erdge <lnnual damages for Reaches 1 <br />dnd 3 fur ex ist ing Channel cand it ions along Cledr :reek. Due to the propri~- <br />tdryn<ltur"of the Adolph Coors lnoustrial processes <lnd tnecO!Jlplexityof <br />flood damage dna I ys i s for suCh <In are", no fl ood damage ~ d I ues are SUbl11t ted <br />nerein for R~JCh 2, Tuc~er GulCh to McIntyre Street. <br /> <br />ClassifiCdtion <br /> <br />Curve NO. <br /> <br />One story, no bdsement <br />rwo or more stDries, no basement <br />Split level, M basement <br />Monile rlome. on founddtion <br />One story with basement <br />Two or more stories with ba~en1ent <br />Sj)lit level withbas",rnent <br /> <br />01 <br />OJ <br />OJ <br />10 <br />j; <br />18 <br />23 <br />