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<br /> <br />TABLE IV-6 <br /> <br />PEAK FWW AND RUNOFF VOLUME AT SELEcrED LOCATlONSl <br />FUTURE DEVELOPMENT CONDITIONS (6.Hour Storm) <br /> <br />I SWMM z..Yeer Event S-YearEvent to.Vear Event 25.Year EYeDt SO-YearEveot tOO-Year Event <br /> Element """ I "'I <br /> Location Number (acres) d, al d, al '" al ,,, al al '" al <br /> STANDLEY lAKE BASIN <br /> Woman Creek 119 570 10 , 14 4 18 5 24 6 62 13 16Q 28 <br /> Basinal SHDe <br /> WomauCreekat 113 1,414 W 7 72 15 154 34 360 66 510 91 730 131 <br /> Pond C-2 Bypass <br /> Inflow to Pond C-2 lW 192 11 3 47 7 87 12 170 19 210 23 270 29 <br /> Woman Creek at 108 ~880 64 25 190 48 430 103 900 188 1,200 248 1,700 328 <br /> Indiana Street <br /> Upper Big Dry 106 1,261 42 12 140 33 270 57 460 88 610 115 820 149 <br /> Creek Basin at <br /> SHDe <br /> Upper Big Dry 105 2,995 54 23 270 81 570 150 1,000 243 1,300 313 1,700 395 <br /> Creek allndiana <br /> Street <br /> GREAT WESTERN RESERVOm BASIN <br /> Walnut Creek 139 154 2 1 3 1 4 1 5 2 11 4 29 8 <br /> Basin at SHeD <br /> WalDutCreek 348 486 64 8 90 10 110 13 150 16 190 23 270 35 <br /> Basin at Walnut <br /> Creek Dam <br /> McKay Diversion 134 550 38 8 56 10 72 13 100 16 150 24 230 41 <br /> Canal at Out[d <br /> Inflow to Pond A-4 169 371 140 19 240 27 3W 38 500 53 600 63 730 73 <br /> Inflow to Pond 8-5 151 346 190 27 290 35 380 47 560 60 650 69 780 80 <br /> Walnut Creek al 129 2,374 310 67 630 100 960 146 1,600 215 ~OOO 266 ~500 333 <br /> Indiana Street <br /> ROCK CREEK BASIN <br /> Rock Creek Basin 186 224 9 1 12 2 14 2 19 J 52 5 110 11 <br /> at SBDC <br /> Rock Creek at 185 1,862 140 30 190 38 400 75 930 138 1,200 178 1,600 236 <br /> Highway 128 <br /> <br />1 The values li~ted an: the peak flow and volume of runoff occurring at the downstream end of the SWMM element. <br />