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• Table 2 -Summary of Storm Runoff Peaks, Volumes and Sediment Loads (contd) <br />ARROYO I: Arn laurel Po[ilow lcfsl Tolal Volume pcra-B) $cbimeltl VWuIIrt BOm) <br />Su1iw~ SVU[wrt Flow Dircnion Dra <br />l TolelAma IW-pl39-M1r 35- 1-0r 10.ttQ9-br ICO- /2<-0r 35-rQ<-M1r 10-r/29-M1r Ip0-r69-b ZJ- 9-M 10- 49-Iv <br />SYOI <5 BCS TON wirh 9< <br />ConOucoa Bp HS Ip] ]I IE It 9 11p 293 18J <br />5?99 59 S4 TD BII IS? 291 31) IN J9 13 1) BIJ J80 J68 <br />1201 C B42 TO 35 CwAuc6ee wirM1 It 18F J2) $92 160 OI ?I II E95 6J9 100 <br />1199 tb SS TO B39 P_i J58 369 I]i 49 3) IS 1081 P1 191 <br />160? ?9 B39 TO 56 cnnnnelRC wile lp 3)$ J)1 3]i IB$ 60 N Jp IIIO ]9] SC6 <br />1601 Sb 56 TO 5] ConRUemc xilh 11 339 Ip5 299 198 ]a 55 P 199] IC68 6>9 <br />1599 Si 5)TO BJE b5l 869 W$ 936 14l IOS ]I 3594 1851 II]fi <br />0 l8 BJB TOI OR-SiR ]01 896 6b1 UP ISi 119 ]] 2631 IE>0 1188 <br />ARR OYOLVIbularim Pok Flow lcfg Ta bl \'alumelacre-fp Setllnrvl Volume B9m) <br />5(FO 1) BI)TO B46 ISJ 399 $IO 196 J9 35 I] J)1 $bfi 169 <br />l0'Jp 96 B16 TO B11 2]I 165 JIJ 32T W 45 ]0 10]b ]68 188 <br />1600 11 BII TO S] JIO 16] JIS 3$8 69 51 J< 109] )EJ 19E <br />i1(4 11 B19 TO 31 ]} I55 119 ]5 le 13 E IpJ 3EE IEJ <br />@00 U Bq TO55 3] lol A 19 8 6 1 ~ 189 IJS 86 <br />1603 10 B9fI TO 5b Ibl 119 ]8 IS II ) IEI 3T3 1]J <br />ARROYO J: Area laurel Pevk Flon'ICIq Talal \'nlmne laonf0 SeJimenl \'olxmc hooq <br />Station Swnurt Flow Dirtnion Desch 1i Toml Arta IC0.vr/M-0r 23-vr21-M1r 10. 41-Ar ID1vr/19-Lr _ -yr/3a-M I0. /r1-0r I W 4-0r IS- 4-In 10. rR9-hr <br />3800 <br />0 N <br />19 BIB TO B49 <br />B49 TO1 <br />OR-Si¢ ]0 <br />23J 53 <br />Ih5 J1 <br />109 e <br />38 4 <br />31 J <br />14 51 <br />IH Je ' <br />I5J 2J <br />9] <br /> <br />I <br />