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Chapter 10:Hazard Analysis—Floods <br /> HumRYi Da r <br /> !IM 41x9 eTYI MOSS Oulm .l Wrcra <br /> .w* 'a <br /> ■ ■a a i i 6[@ 6yrd sl,M l�io6s•Nrrrdrn <br /> i5F6 LW9i 9latt Mows <br /> 566 Jv 16-11 uYY•POO�p\'Nnl Wn <br /> IbB2 JYq r ID G%,a'leM lbrtllq <br /> 18LY JYSFFIO T'a J0.'n 1°R rb6drq!NFroirn <br /> Stream flooding 41pWYd�ew� F ��� <br /> Pa1M ut�e FY ItAerp ices xel n aM+rotlre <br /> ,aY 1y-8-9y1F1.n lbedry 5g{r,1Rr'.h FiM boEn3 <br /> in 0.e6 Ftaani 1998 rQra FleNlboarq <br /> "tau" i"Wv tltivtllrlA cm fe,a-,a BwxelLd6y BR4 brd Fbotlnp <br /> 14btlYBl pt iteeN¢1Fi11B �[CdWP am fa"+-a Fcodryy IM M, FbeRloo�.alp ltln <br /> ,a JW-rFlo nL.h roust§ ]I iw;:-1 FLyd.y 1981[,�I P-0 Fk°len lbe'FaW6�rIC'nlr• <br /> .4!d JR°5 i non lioy�rr rl•M 1n�1rR n � .1' IBR4[ia'Fbr6tp.IF-16'rsn <br /> ,9ro - <br /> 4•6 Meatp K <br /> ,4ri 0.e t6 FtnrYy Inc iBdA M i�r96 1po FrR'mn <br /> ,OhO liFrfiffi Ep.[unM NWrq 14q R-Ie I'MN14xdry 19p9 FboWq\47ft <br /> 196,IX1aJ�Q8 s1 taR Maar9 190 PK as-A 1°o�.g I9W pag4P?I W[r p9n tggat <br /> ,9aE.J 9,]E�Jxrs�.mmaraa.9 11Raa F�l.lae,tru lensy K'*R'v1°° - 5G— _. 9F0 dc19-za Fnae,9 <br /> ,9EO A e8 F l3u mm.5eaa9 11e�fvR fm}p\WRWn,66owr 4 1 1681 lag6-T F„rd.ry <br /> 1949 JyrB FYa6r9 Fax Ra t1.�11twanR NaLwR 2tii . --� IM f°r•1-t2 FWtlg Rna doe <br /> lop FW,29 FboDry 11aF fvaFaa+IrrRm <br /> 106"M. ,i1 FFbIl 119x1 F.q s,ryn.maq ��v, <br /> ,96T Ore.i.ra FNS1Yep 119'6]]qq ti8 fSrM1rma '� - <br /> ,099 <br /> 1968 1 R•8.0 NF[rtr, HF gerly J" 'e w]YlalJea a <br /> aaa aeaa•w} '1Pa,�wr]WgrnnWlltiar <br /> ,066 Fa&d.-1 won' VYlau„teo� <br /> i96P Val 1'c.yY.a _ Hilo fRg1P <br /> oea.els..o�sol°.nlbnere Kagtoq � Nlla n,11YCl.nadw.m�- <br /> 1980 u11{iE FWt4rp Rw!�A fwrw ltxi <br /> 189"8ap'1 TMo= I N Hvin[ _ - usr rwy Z-,1 1rw#ud.r r.n <br /> 19 Nee]0 nTa u_b W 1 n tFrT Fryrn rm�p46 rNM <br /> 1068.J 814ETS Oxo P1a8N - urn h.n le-v rt�en.g allp.w.., <br /> 11918 par ld�Inlwo 6 Fn911MI n1. Fa Y.r iR rrvwq <br /> 19ffi Cc15 sb Yllbods■9o/r 6rm 1Pra aeF tea. <br /> '1940:s&4wle+eem+n Md IbeAtpptlp { `� 'i1R YrrS�l�r�ootlrq IM ran <br /> 19M I,L1M 1n11a+tls9EO.n Fam ' � •�i41s1r YsimM r.N.�R <br /> ''6[A MEfi�,M1:W&:1Cerrw,i f :L F4nnlNOtlrg yR'oh n.ury <br /> 1&F SOp 9F GW1:wk V Wet. 1+P�+nr rFra.w.p <br /> 10W dol a-0 F�5ro6, CwtblkYwn u bmmq ra-nin <br /> 1&•T Oc11c 5Tfentl r0.pupglpvy taF.a Sp ad'Y IYa� <br /> 194'+CC18e Y1{me � axe'ti'aFW imh <br /> 19ra..i 1 r,ucal ltw Rrony v waakerta � Fa+4 9..x+few ro.rl.°.o-1p'w.� <br /> r7 xmml 1960 X16 uVM lbaah4KRma R 1m.0 h1xn M1mary lo-�an <br /> re,u 1971 N,.5 vaeew<Wx„eaHWW�n.,.c r,lma __ �P°I1�q,rti1F'vv <br /> � ME4.zuM1lbearq Wneuvll oL J..R.-n erati,n,rr.y ml[N <br /> 19M sw MCWI C .n uyM1af•n <br /> 9 24Lr. 1 986 Sep 19 Fi•eh'+,otln9CW1 Coot b4rYkpwa sbro RW,a�.a•1vwa,g yr nn <br /> 1966 tyr 18 x1 aq}+I,.al pox lr'a.�l <br /> 1966 F.p 1fi l.o°Replyo,Yq\IF Ka+e M\'V rw B+F la-K Ci°�a•.�n�rend <br /> L.°kC allB ICYCJ,UIIt 119p s�8-d 1fM Rr5pn9 P5 Vin r4'r Y <br /> ­WA" 1�i �1-rlboepr b�tan <br /> 0-2008 kb[ 1194@ Sap rr T11%mwwt In " r6s6 br FN1]ootl aG - <br /> iR4RMP28.1'ma1r.ndr bR,otlr14 •618 Yn 1816 VPo p <br /> 2040-'1000 h,Ct 1944 x°16 4MWt91oM ryaW F n9 Wk ' 'Bd0 uar 19 F,rotleV <br /> {ppp-rs000�B! 'M JO 1i T8 E1trN <br /> BR2 Mp 15a <br /> h AOL70 belt[ TA 'BR6 Xw Ifi VT°rVM1RwUe9'n 10'n011 x, <br /> 6000-10.090[xl 'BB4 lew 8 F!#4nA IV m9 <br /> rR6 111 TS Oahe 1—T <br /> T6.000-12,4p9 Jgg[ r89p Jxl 1a�2 r?man0.unr 90'1W <br /> preT 12,404 6?9e •Rae srp 1d ror.vr <br /> rRd]Xw 1f�]�°nealp a V ten <br /> tkpan dfBd9 I1' Mao ranbd Inun xkxrn{irc M1raj E11111�1 �F <br /> }1i�wy� 1elro�h Mm�k diRl:Jyrge,Sk'F��1 Bro rw lgac NraVh'a�PoRab.28d'�pan'1 <br /> Almm,tc S H W nrzgM M ft—ding{WIJ <br /> 1m.,1,annual—W firrIl—? <br /> Figure 10-3. Historical Stream Flooding Events for Hawaii Island. <br /> Sotu'ce: Fletcher,C,B.Richmond,E.Grossman,A.Gibbs,Atlas of Natural Hazards in the Hawaiian Coastal Zone,Pre- <br /> pared in cooperation with University of Hawaii,State of Hawaii Office of Planning,and National Oceanic and Atmospheric <br /> Administration,U.S.Geological Service Geologic Investigations Series I-2761,2002. <br /> FEMA DR-1398-HI November 2000 <br /> A severe flooding event occurred in November 1-2, 2000 from prolonged intense rainfall <br /> concentrated in two distinct areas, Waiakea and Kapapala (over 30 inches), with lesser <br /> rainfall in most of East Hawaii (5 to 25 inches). The resulting flood damage to homes,roads, <br /> bridges, businesses, and farms totaled in excess of $70 million, among the highest totals <br /> associated with flooding in the State's history. Four meteorological and topographic <br /> conditions simultaneously converged to cause the extreme nature of the storm: 1) the <br /> upslope topography of eastern Hawaii, 2) the location of a large upper level trough, 3) the <br /> pattern of southeasterly trade winds, and 4) the location of the remnants from tropical storm <br /> Paul. Although maximum 1-hour rainfall totals were not extreme (recurrence interval of 1 to <br /> 2 years, except for Kapapala Ranch and Hilo Airport gages at 5 to 10 years recurrence <br /> interval), the severity was in the prolonged nature of the storm with a recurrence interval for <br /> a 24-hour period equal to or in excess of 100 years at several rain gages. The recurrence <br /> interval for peak stream discharges determined from stream gage data ranged from 50 to 100 <br /> years for streams south of Wailuku River in the Waiakea area; the majority of remaining <br /> 10-5 Hawaii County Multi-Hazard Mitigation Plan <br />