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Table 3: Summary of Discharges – continued <br />DRAINAGE PEAK DISCHARGES (cfs) <br />FLOODING SOURCE AREA <br />AND LOCATION (sq. miles)10-PERCENT2-PERCENT1-PERCENT0.2-PERCENT <br />MOHOULI STREET <br />DRAINAGE <br />At 6,200 feet upstream <br />333 <br />of Komohana Street0.60750 <br />333 <br />At Komohana Street 0.60 750 <br />NINOLE GULCH <br />At confluence with <br />Ninole Gulch 21.47 6,9009,20010,800 14,800 <br />At USGS Station 8.97 4,3006,8007,900 11,000 <br />NRCS DIVERSION <br />CHANNEL <br />Point 3 (at Highway) 1.02 8381,8032,027 2,402 <br />PALAI STREAM <br />1 <br />At mouth7.7 7601,3301,550 2,220 <br />At Puanko Street6.8 1,2751,9602,265 3,120 <br />At Kanoelehua Avenue 5.2 1,0701,6001,860 2,530 <br />At Golf Course near <br />Kehaulani Street 4.9 1,0201,5251,775 2,410 <br />333 <br />At Maunakai Street 4.4 1,620 <br />PALAI STREAM A <br />At Ainaola Drive <br />(divergence from <br />23323 <br />Kupulau Ditch 218 <br />wĻǝźƭĻķ <br />At confluence of Palai <br />23323 <br />5ğƷğ <br />Stream C 355 <br />PALAI STREAM A – <br />SPLITFLOW NO. 3 <br />At confluence with Palai <br />2333 <br />Stream A 112 <br />PALAI STREAM C <br />At divergence from <br />2333 <br />Kupulau Flood Ditch 112 <br />2333 <br />At Haihai Street 139 <br />1 <br />Discharges based on HEC-HMS results combined with linear decreasing of flows due to lava tubes <br />2 <br />Computed from split flow <br />3 <br />Discharges not determined <br />REVISED TO <br />REFLECT LOMR <br />EFFECTIVE: April 12, 2018 <br /> <br />