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<br />D <br /> <br />The Flood HazArd Ar~a Map Index is useful in locating the var'eus flood <br />hazard exhibits in respect to the study .tea. The locations of flood hazard <br />area ""'1'. and study reaches 8.0:. ith..t......d On the Flood HazArd A.e. Map <br />Index, <br />Flood Profile. <br />In addition to the 100- and 50D-year frequency floods, hydraulic <br />studies "..re !lIode on the 10- Dod 50-year events. InfoI1ll~tion regarding <br />these .,"atler floods is especially usefuL for engineering design purposes <br />related to roads, stono ''''',,'Ca, channeh, and appurtenant atn'ctures. Flood <br />profiles for the vad".... ife""',,n,,>, floods ue included in this report as <br />E:<<Iibit A. For infonDseion reguding flood elevations lit s specific 10<:8- <br />tion, the flood profi1e data can be used in conjunction with tl>e flood <br />harard area maps. The cross-section location. wlIicll appear on both the <br />profiles and _po can be used as tcfetence points. Yloodhautd atea sheet <br />""..ben, conopstible with cross-section locations, are shown on each flood <br /> <br />".ed; S"ct':"" A, B, . . . Y, Z, ;.A, AB, e~c. The desi_~nation ""'1uence i. <br />,,~i'lue fa.. each reac", Wi.th the except ion of .tartin~ "nd cnd points, the <br />de.i~nati"n is not carded over fro.. one reach tn another. <br />Ex"ibit 11 i. a selection of typical vatley c..oas-sections ittustutin~ <br />the confi~urati"n of U..ea.. ehannels and adjoining Hood plain "reas. Sho,"", <br />on the c..oss-sections a..e the elev..tions and late..al extent fat the 100- and <br /> <br />I <br />I <br />I <br /> <br />. <br />I <br /> <br />S <br />I <br />I <br /> <br />I <br />I <br /> <br />~ <br /> <br />500-yeat flood events. <br />Flood Frequency-Elevation and Diaehat~e Data <br />Table 1, palleS 1 thtOullh 1" include flood crest elevations and peak <br />dischu~ea fo.. the 10-, 50-, 100-, and 500-year floods. Tabulated infor"",,- <br />tion is intended for use i~ conjunction witb. the wste.. surface p..ofiles and <br />flood !laza..d a",," rn.1pS. ttle information is com.patible with ..eac" n..",ben <br />sndc..osa-sectiondesi.';nations. <br /> <br />I <br /> <br />t <br /> <br />I <br />I <br /> <br />a <br /> <br />t1 <br /> <br />I <br /> <br />FLOOD 1'OTl'.:IiTIAL - FUTURE CONDITIONS <br /> <br />t <br /> <br />(] <br /> <br />Ilrofileexhibit. <br />As .gene..al guide for odentation purposes, the follnwinll desienations <br />ue assi;ned to at""3" rcaches, floodhaza..d arca ..aps, alld CtOu-s"ctiO<l6. <br /> <br />I <br /> <br />11 <br /> <br />lI1Vet <br />South Fork RioCn"de <br /> <br />FloodHazardA..ea Reach Cross-Section <br />Ma~-Sheet Nu..bet Nu.we.. Desi1!nationa <br /><, ',- W 1 A thru V <br />10&11 , " BAthruBF <br />11&12 3 BF,CAthruCO <br />I, " 3, " 4 MthrllOZII <br />4, 5, .. 5 DZB,EAth.."o:X <br />-, " .. . ", FAthrunl <br /> <br />Inc.."aaedRunoH <br />The effects of watenhed land use chan~es anticipated within the next <br />10 years, W'ilt be ",ino.. in rehtion to increasing futu..e floodheighrs. <br />Deve lop"..nt~ "" ie.. could inc..eas.. runoff 81'" ino ign if icant in respect to the <br />Rio e..ande and SOllth Fo..k flood plains becaus" of the. followi~ ..eason6' <br />(1) potential devetop~nts are located in the lOW'er rellc"ea of the watetshed <br />Whe.." a 61i,,"t a~lInt of additional ..unoff has a ..inor effect On the ..a~i- <br />tude of ....JO.. flood ftows (i.e., r"e 100-year fre'luency flo<>d), and (2) the <br />.ajor portion of runoff originates in the Rio erande National Forest ~e..e " <br />...all a~unt of land use chan~e i, anr;~;p~t~d. <br /> <br />I <br /> <br />3 <br /> <br />, <br /> <br />') <br />lJ <br /> <br />I <br /> <br />(l <br /> <br />Rio Grande <br /> <br />I <br /> <br />J <br /> <br />I <br /> <br />II <br /> <br />Ty;>icd Valley Crou Sections <br />C..""s-sections fo.. each str".n.. ar" d..si"nated alphabctic-ally, .taHin~ <br />from the doW'nst..e.... ""d of ellch study rc..ch. The fc>llowtn,> o..d".. has been <br /> <br />I <br /> <br />" <br /> <br />I <br /> <br />II <br /> <br />I) <br /> <br />15 <br /> <br />I <br />