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<br /> ., <br /> [XISTL.~G MODEL F[lTURF: MODEl. BASE MODEl. <br /> EXISTl~G m:VELOPMENT FUTUREDE~~LOPM[~T FUWRE DEVELOPMENT <br /> ACCUM JURISDICTIONAL EXISTING FACILmF:S EXISTING Dr.n::'HI():"i MASTERPLAZ" CONVEY A.~CE MASTERPI.AN ('ACII.IlU:S <br />RliAC. DESIGN ARJ::A STATION BOUNDARIES COMMENTS 2~YF:AR S-VEAR IO-V~AR 5O-VEAR lOO-YEAR SOD-YEAR 2-VEAR S-YEAR IO-YEAR SO-YEAR 1000YlAR 500-YEAR 2-YEAR S-YEAR I~(YEAR SG-.YEAR 1000YEAR 500- VtAR <br /> POINT (ACRES qOO~ tolS,UlSl 'CFS' 'CFS' IO~' eeFSI 'CFSI 10~1 '0>> "CFS' eeFS' In~' '051 ICFS' ICFS> leFS' CFS' ICFS' ICFS' (O'S) <br />DF-U 017 224 0 1-76 01 ,.. "3 238 302 401 I2b 199 240 406 510 667 195 308 J72 b22 765 997 <br />DF.LJ 608 122 40 E96TH 4 33 " lJ2 178 245 155 241 198 474 575 7JJ 155 14I 298 474 575 7J] <br />DF-IA 609 ISO 33 BURLINGTON orTCU 0 1I 38 126 187 205 129 1S7 224 345 418 535 129 194 243 450 59] 807 <br />DF-L4 010 90 53 HWY2 0 20 3! 8] 113 156 0 20 II 83 113 150 3 62 101 268 37J 515 <br />Df-L5 b22 '" 0 UWYl 2 37 63 172 247 343 2 37 6J I7l 247 343 . . . . . . <br />OF-L5 611 l\8 14 ADAMS COUNTY:RMA 4 54 83 199 269 371 4 54 83 199 269 371 4 54 83 199 269 371 <br />FR-:! 10 1600 0 RMA N OF 88TH 0 IJO llO 705 1061 1534 6 I" 1I9 656 988 14H 6 124 219 656 988 1434 <br />FR-2 II 84S " CllAM8ERS 6 100 161 458 670 945 6 98 164 449 0" 9ll 0 98 164 449 655 9ll <br />FR-2 12 653 67 E OF CHAMnERS 8 80 Il7 339 495 697 8 79 124 326 477 674 8 79 124 326 477 674 <br />FR-l 13 269 106 E88TH 3 41 65 163 117 3Il 3 41 65 163 117 3Il 3 41 65 163 117 ]12 <br />FR.] 15 1286 0 RMA E OF POTOMAC III 1I7 277 584 859 1252 Jl t74 280 729 1062 1499 J5 174 280 m 1062 1499 <br />FR.) t7 1050 47 CHAMHERS 17 124 209 564 830 1179 48 188 285 703 998 1384 48 188 285 703 998 1384 <br />FR-] IS 678 47 CHAMBERS 13 90 151 408 601 853 46 157 13l 5" 783 lOR) 46 157 l3l 555 783 1083 <br />FR-] 20 506 63 E80TH 14 83 133 335. 483 675 " 157 220 484 660 892 " 157 220 484 660 892 <br />FR-] 1I 416 85 S OF 80TH 20 91 135 314 450 615 SO 1S9 251 503 656 813 80 1S9 251 503 656 873 <br />FR-] 22 192 85 S OF 80TH 16 50 72 165 119 311 75 14] 1S2 137 412 567 75 143 182 J37 43l 567 <br />FR.] 24 154 103 RMA:DENVER BUCKLEY 22 56 76 154 201 269 95 164 202 343 417 551 95 164 202 343 417 551 <br />FR-JA 23 224 0 RMA S OF SOTII 6 46 70 165 116 309 6 46 70 165 226 309 6 46 70 165 226 309 <br />FR-]B 19 371 0 RMA CHAMBERS 9 45 67 161 230 326 ] 38 59 151 1I5 301 3 38 59 151 1I5 301 <br />FR-38 31 128 70 E 72ND 0 12 20 60 90 129 0 12 20 60 90 129 0 12 20 60 90 129 <br />FR-3B 3l 58 99 BUCKLEY 3 14 21 54 72 99 ] 14 21 54 72 99 3 14 21 54 72 99 <br />Fl-l 21 826 0 RMA E OF POTOMAC 259 462 587 1141 1485 1971 92 152 199 503 724 1017 92 152 199 503 724 10\7 <br />FL-2 29 5lI 45 E 72NO 403 672 832 1421 1747 2255 5 88 147 405 563 780 5 88 147 405 563 780 <br />FR-4 J5 281 0 RMA NOF64TH 2 43 73 1I0 297 418 4 51 87 245 318 470 4 " 87 245 338 470 <br />FR-4 17 64 10 3 16 14 61 82 112 3 16 14 61 82 112 3 16 14 61 82 III <br />FL-] 446UIS 45 0 DENVER HUCnEY 2 II 16 40 54 74 2 II 16 40 54 74 2 II 16 40 54 74 <br />FL-] 47 13 0 E 56TH 0 4 7 16 22 30 0 4 7 16 22 30 0 4 7 16 22 30 <br />FR-S 488 443 830 1067 1616 1740 1961 <br />FR-S 405 1971 207 ]60 460 1000 146] 2081 645 1101 1389 2614 3337 4362 560 1008 1283 1870 2273 2921 <br />FR.5 305 1971 , 1I 2J 49 203 1314 22 ]0 l4 193 1024 1896 314 1010 1375 1858 2031 ]444 <br />FR-S 487 1971 0 9 21 23 49 203 1314 22 ]0 l4 193 1024- 1896 314 1010 1]75 1858 2031 3444 <br />FR-S 39 1971 0 W OF BUCKLE Y 207 360 460 1000 146] 1081 645 110\ 1]89 2614 3337 4362 110 1S3 117 765 1165 1735 <br />FR.5 815 1542 5 99 I5l \89 661 999 1486 <br />FR.5 41 1542 5 SEC9 1I4 344 428 843 1229 1745 654 1094 1362 2501 3163 4103 lI6 341 418 703 1095 1640 <br />FR-5 S02 1280 21 86 134 169 598 920 I3S5 <br />FR-S 41 1280 21 DENVER:AlJAMS COUNTY TOWER 37 160 157 731 1076 IS25 574 949 1175 2104 2675 3492 Z42 383 466 771 982 1436 <br />FR-5 801 877 4' 60 100 127 421 655 946 <br />FR-5 43 877 49 SEC 10 22 113 181 513 752 1059 331 550 689 1268 (629 2180 J\7 500 611 999 1226 1574 <br />FR.S 816 538 71 34 71 96 300 438 619 <br />FR-S 44 538 71 HIGH CANAL 14 71 110 JlO 457 645 98 214 ]04 653 864 1168 98 224 304 653 864 1168 <br />FR-S 45 1I8 162 PICADlLL Y 8 50 77 194 262 360 128 lJ7 302 544 685 895 Il8 lJ7 ]02 544 685 895 <br />FR.5A 4J1 Jl4 26 28 45 58 114 174 230 37 58 73 143 197 265 24 33 40 99 133 1S3 <br />fR-5A 813 lit 36 21 39 47 78 99 128 37 52 61 96 120 153 24 33 40 65 83 109 <br />FR-SA 812 1II 46 31 59 76 158 1I6 289 <br />FR-SA 43l 1II 46 115 186 229 J87 488 638 165 269 330 560 099 9il 114 181 219 356 444 571 <br />FR-SA 800 877 72 17 26 II 86 120 164 <br />FR-SA 33 96 n TOWER 10 II 46 107 143 194 109 171 1I2 347 419 538 109 171 11l 347 419 538 <br />FR-58 439 51 10 24 38 46 78 97 125 24 ]8 46 78 97 125 24 38 46 78 97 125 <br />FL-4 50 96 0 TOWER 5 19 29 73 99 135 102 156 \88 297 ]68 469 102 156 188 297 l6!\ 469 <br />FL-S 54 467 0 63 144 201 412 651 897 J\7 533 663 1177 1488 1937 J\7 533 663 1177 14811 1937 <br />FL-S 55 378 20 SEC22 75 150 199 4lI 559 762 295 481 587 1005 1264 1644 295 481 587 1005 1264 1644 <br />FL-S 56 m 30 SEC22 65 129 171 354 471 648 266 418 513 905 1126 1480 266 418 52l 90' 1126 1480 <br />FL-S " ]07 30 DENVER SEe 22 51 10] 136 302 414 573 247 400 489 834 1047 1354 247 400 489 834 1047 1154 <br />FL-S 60 1S6 53 SEC23 51 93 123 250 336 465 198 311 376 624 762 99l 198 311 J76 624 762 992 <br />FL-S 82 III 6' SEC 23 12 51 75 177 235 3lI 166 255 JlO 480 596 755 Hi6 255 JlO 480 596 755 <br />FL-5A " 26 0 DENVER:AURORA SEC22 14 21 J4 68 87 117 37 57 6. 108 133 168 37 57 09 108 133 168 <br />FL.5A 59 26 10 SEC22 23 40 50 86 108 140 l6 55 66 103 127 161 J6 55 66 103 Il7 161 <br /> - <br /> <br />Table 5 <br /> <br />SELECTED PEAK FLOWS <br />FIRST CREEK, DF A 0055 <br />Page 2 of3 <br /> <br />UNADJUSTED RAlllfFALL FOR TRlBUTARIE.')/A.DJUS1'ED R.4/IIfFALl FOR liMN CHA V'VEL l/PSTREA. J.f OF DES/GN POI"r 9);/ <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />. Design Point omitted from study due to realignments of flow <br /> <br />I <br />