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Carter Phase 1-SY 961115
* HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 14NOV96 TIME 12:35:15 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 14NOV96 12:35:15 PAGE 1 THIS RUN EXECUTED 14NOV96 12:35:15 HEC-2 WATER SURFACE PROFILES Version 4.6.21 May 1991 T1 FULLY DEVELOPED WATERSHED MODEL - EXISTING FLOOD PLAIN CONDITIONS T2 MODEL CARULT3.DAT - BASED ON CAREX2.DAT WITH O AND BEGIN WSE CHANGES T3 IO0-YEAR FLOOD PLAIN-1ST PROFILE, FLOODWAY-2ND PROFILE NOV. 1996 T4 CARTER ADDITION EFFECTIVE FLOW LIMITS ADDED SECTS. 18600 - 18650 T5 SECTION 19034, 19320, AND 19662 ADDED FROM SURVEY T6 FEMA MODEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL T7 FEMA MODEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL T8 FEMA MODEL SECTION 0.3 IS SECTION 20000 IN THIS MODEL T9 BEGIN WITH W.S.E. AT SECTION 18500 COMPUTEO IN MODEL GREXULT.OUT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q ~SEL FQ O. 5 466.83 d2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 200 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10. -10. NC .07 .07 .05 .1 .3 QT 6 5280 9900 14200 16250 22550 16250 ET 8.1 4800 5150 PROFILE SECTION K - SURVEY SECTION 11 END LAND OEVELOPEMENT FILL ON LEFT OVERBANK X1 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GE 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GE 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GE 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 14NOV96 12:35:15 PAGE 2 NC .O28 .3 .5 ET 8.11 1390 1795.0 X1 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 GR 473.5 1807 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIDGE -- DATA UPDATE ON OCT. 1987 MOORE ROAD - DOWNSTREAM SIDE X1 18515 38 1513 1680.7 1 1 1 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 47-3.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1410 1780.0 MOORE ROAD - UPSTREAM SIOE Xl 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565,2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 14#0V96 12:35:15 PAGE 3 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 X1 18566 33 1540.15 1651.3 1 1 1 GR 4?6.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 4?0.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.5? 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 ET 8.1 1290 1555 ADD EFFECTIVE FLOW LIHITS DUE TO BRIDGE DONHSTREAH Xl 18600 19 1350 1500 34 34 34 X3 1155 470.5 1530 473.5 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 8.1 1275 1565 ADD EFFECTIVE FLO~ LIMITS DUE TO BRIDGE DOWNSTREAM X1 18615 19 1350 1500 15 15 15 X3 1140 470.5 1542 473.5 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 8.1 1690 1980 ADD EFFECTIVE FLO~ LIMITS DUE TO BRIDGE DOWNSTREAM X1 18650 32 1805 1868 35 35 35 .7 X3 1575 470.5 2000 473.5 GR 482.6 1100 478.3 1200 469.2 1300 465.2 1372 463.3 1376 GR 467.3 1384 466.8 1400 466.5 1416 463.4 1434 463.6 1500 GR 462.3 1600 461.6 1700 462.4 1805 447.5 1830 446.8 1841 GR 448.1 1853 462.0 1868 462.3 1900 463.1 2000 467.3 2100 GR 472.3 2133 473.2 2134 472.7 2140 470.7 2157 475.6 2185 GR 476.4 2200 477.0 2250 478.2 2263 478.6 2284 477.7 2300 GR 4?6.2 2321 478.3 2349 14NOV96 12:35:15 PAGE 4 QT 6 5250 9850 14400 16500 23000 16500 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 305. 661. SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. Xl 19034. 20. 509. 562. 240. 140. 384. GR 470.65 100. 465.7 149. 462.2 199. 461.9 256. 462.8 435. GR 463.8 509. 462.0 515. 457.0 517. 453.8 524. 449.4 527. GR 448. 540. 448.2 546. 451.5 547. 454.1 553. 461.9 562. GR 463.5 625. 463.6 668. 464.3 691. 470.3 705. 472. 711. ET 8.1 335 650 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.1 IN FEMA MOOEL. Xl 19160. 20. 465. 560. 90. 135. 126. GR 478. O. 476. 10. 474. 25. 472. 35. 470. 65. GR 468. 80. 466. 100. 464. 120. 464. 465. 460. 480. GR 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 470. 695. 471. 715. ET 8.1 313. 643. SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. Xl 19320. 20. 502. 540. 110. 200. 160. GR 472. 100. 470.9 106. 465.7 180. 463.9 260. 463.0 336. GR 463.8 412. 463.9 442. 462.7 502. 453.1 506. 450.3 512. GR 447,9 521. 449.3 534. 453.0 535. 463.2 540. 463.7 564. GR 463.2 592. 464.5 667. 468.1 758. 471.3 785. 472. 808. ET 8.1 172.5 530 SECTION ADDED BY NDN ENGINEERS FROM COPPELL TOPO 06/27/87 THIS SECTION NAMED 0.2 IN FEMA MODEL. Xl 19550. 20. 310. 385. 180. 65. 230. GR 478. O. 476. 35. 474. 50. 472. 80. 470. 105. GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GR 468. 760. 470. 780. 472. 785. 474. 802. 475. 810. ET 8.1 312. 730. SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. Xl 19662. 22. 291. 350. 115. 170. 112. GR 477.4 100. 470.7 201. 467.5 289. 466.9 333. 464.0 391. GR 458.0 395. 450.8 407. 450.4 410. 452.1 434. 465.3 450. GR 465.9 468. 465.4 539. 465.6 595. 465.3 659. 464.9 723. GR 465.6 814. 465.6 840. 467.3 886. 467.8 900. 470. 914. 14NOV96 12:35:15 PAGE 5 GR 472.0 920. 474.0 929. ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.3 IN FEMA MODEL. X1 20000. 16. 315. 372. 295. 110. 338. GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 PROFILE SECTION M - SURVEY SECTION 13 SECTION MODIFIED BY NDM ENGINEERS BASED ON COPPELL TOPO 06/27/87 xl 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 5150 9650 14050 16100 22500 16100 ET 8.1 225 575 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 0.5 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. ET 8.1 205 455 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.6 12.0 370. 455. 380. 360. 390. GR 480. O. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 14NOV96 12:35:15 PAGE 6 NH 5 .080 76 .045 146 .065 295 .035 295.1 .065 NH 445 ET 8.1 32 212 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GR 479.75 295.1 479.75 385. 482. 400. 484. 445. NH 5 .08 1397 .045 1447 .065 1473 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROFILE SECTION N - SURVEY SECTION 14 Xl 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .045 ET 8.1 66 246 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 2.0 19. 108. 173. 510. 540. 570. GR 487. O. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GR 474. 188. 476. 225. 477.2 266. 490. 304.4 ET 8.1 1041 1391 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 X1 23900 12 1215 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 NH 5 .08 146 .045 271 .065 337 .035 337.1 .065 NH 490. ET 8.1 79 299 14NOV96 12:35:15 PAGE 7 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 3.0 19.0 146. 271. 310. 450. 465. GR 489. O. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 470. 172. 463.8 182. 463.8 194. GR 470. 215. 475. 271. 480. 326. 481. 33?. 488.05 337.1 GR 488.05 391. 488.05 418. 490. 462. 492. 490. NH 4. .08 190. .05 315. .035 315.1 .065 665. ET 8.1 114 314 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 4.0 19. 190. 315. 350. 540. 560. GR 491. O. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 464.84 230. 464.84 238. GR 470. 255. 480. 315. 485.87 315.1 485.87 450. 485.87 525. GR 488. 550. 490. 586. 492. 635. 494. 665. QT 6 5050 9250 13550 15500 21050 15500 NC .08 .065 .05 ET 8.1 65 275 SECTION AODED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 5.0 18. 98. 208. 130. 160. 145. GR 491. O. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482. 300. 484. 355. GR 485.5 395. 489. 416. 490. 535. ET 8.1 1170 1400 X1 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 484 1410 GR 485 1415 486 1425 489 1435 491 1454 492 1580 ET 8.1 100 280 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/27/87 X1 6.0 16. 184. 263. 50. 95. 90. GR 491. O. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 470. 205. 466.8 215. 466.8 225. 470. 245. GR 476. 263. 483. 275. 485. 320. 490. 334. 492. 365. GR 493. 380. NC 0.080 0.060 0.045 ET 8.1 1537 1627 14NOV96 12:35:15 PAGE 8 ********* END OF MOORE RD AS BUILT ADDED MOOEL ********** Xl 25085 19 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR 480.7 1537 472 1560 467.3 1564 467.1 1572 46?.2 1585 GR 478.4 1593 479.0 1607 480.6 1627 483 1658 488 1688 GR 490 1706 490 1706 490 1706 490 1708 ET 8.1 1534 1623 X1 25135 20 1534 1623 40 60 50 GR 492 1325 490 1417 488 1427 486 1437 484 1445 GR 481.8 1500 481.4 1534 473.5 1556 467.1 1559 467 1570 GR 467.1 1584 478.5 1593 479.0 1605 480.5 1623 484.0 1650 GR 488 1671 489 1678 489 1678 489 1678 490 1700 ET 8.1 1085. 1259. Xl 25185 21 1120 1164.2 45 40 50 GR 494 910 492 1000 490 1010 488 1030 486 1038 GR 484 1050 482 1070 480 1080 478 1120 467.7 1135.8 GR 467.6 1140 467.7 1152.7 480.4 1164.2 480.4 1172 478.2 1190 GR 480 1230 486 1350 488 1390 490 1440 492 1520 GR 494 1580 ET 8.1 1079.3 1234.75 Xl 25235 20 1079.3 1155 50 40 50 GR 494 920 492 1000 490 1010 488 1020 486 1030 GR 484 1040 482 1060 480.5 1079.3 477.9 1082.3 467.9 1094.4 GR 467.9 1106.3 468 1114.5 476.5 1134.8 478.9 1155 480 1195 GR 486 1345 488 1410 490 1455 492 1535 494 1595 ET 8.1 969.6 1169.6 Xl 25285 17 1046.3 1092.9 50 30 50 GR 494 920 492 1000 490 1010 488 1035 486 1040 GR 484 1043.3 482.2 1046.3 468.2 1061.7 467.4 1069.3 467.9 1080.7 GR 480.9 1092.9 480.9 1110 486 1330 488 1400 490 1450 GR 492 1530 494 1590 ET 8.1 983.5 1183.5 Xl 25335 17 1017 1150 70 20 50 GR 494 910 491.8 1000 483.6 1017 482.1 1023.4 474.6 1035.5 GR 474.4 1046.3 467.8 1055.2 467.9 1070 467.3 1079.6 468.5 1086.8 GR 479.9 1094.7 482.1 1150 486 1330 488 1400 490 1450 GR 492 1530 494 1590 ET 8.1 983. 1204. Xl 25385 17 1019.5 1168.3 55 45 50 GR 494 880 491.3 1000 479.9 1019.5 477.2 1096.7 470.9 1115.1 GR 468.4 1118 467.9 1121.? 468.? 1129.3 468.7 1129.8 468.8 1133.5 GR 479.1 1138.5 482.3 1168.3 486 1373 488 1463 490 1510 GR 492 1590 494 1650 14#0V96 12:35:15 PAGE 9 NC .3 .5 ET 8.11 1317. 1549. PROFILE SECTION P - SURVEY SECTION 16 DENTON TAP ROAD Xl 25470 35 1352 1472 100 50 85 X3 10 485 485 GR 494 910 492.6 1000 492.45 1007 491.8 1032 490 1060 GR 489.9 1092 489.1 1142 489 1145 487.57 1225 487.2 1242 GR 485.8 1293 482.6 1343 482.3 1352 475.5 1378 474.8 1383 GR 469 1391 469.7 1410 468 1416 468.8 1426 469.5 1430 GR 475.3 1437 476.1 1442 481.6 1472 484.6 1482 485.9 1544 GR 486.1 1553 486.6 1580 486.7 1593 486.8 1608 486.7 1628 GR 487.1 1644 488 1734 490 1774 492 1825 494 1955 ET 8.11 1317. 1549. SB 1.05 2.206 2.5 57.5 6 1175.25 2.232 471.1 471 Xl 25500 24 1320 1440 30 30 30 X2 1 485 486.9 X3 10 485 485 BT -43 910 494 0 1000 492.56 0 1006 492.47 0 BT 1024 492.05 0 1032 491.86 0 1041 491.71 0 BT 1059 491.34 0 1091 490.64 0 1142 489.57 0 BT 1145 489.57 0 1181 488.77 0 1192 488.66 0 BT 1194 488.5 0 1205 488.39 0 1214 488.25 0 BT 1225 488.1 0 1242 487.92 0 1272 487.6 0 BT 1293 487.42 0 1320 487.09 485 1342 487.20 485 BT 1354 487.04 485 1364 487.01 485 1378 486.98 485 BT 1383 486.95 485 1391 486.94 485 1402 486.92 485 BT 1416 486.97 485 1428 486.87 485 1440 486.89 485 BT 1478 486.89 0 1482 486.88 0 1493 486.89 0 BT 1543 486.98 0 1553 487.01 0 1579 487.1 0 BT 1593 487.28 0 1608 487.48 0 1628 487.97 0 BT 1644 488.39 0 1700 490 0 1770 492 0 BT 1955 494 GR 494 910 492.4 1000 490.7 1042 489.5 1092 488.7 1142 GR 487.7 1190 487 1242 486.3 1292 482.44 1320 472.64 1355 GR 469.2 1363 468.7 1390 471.5 1402 469.64 1415 482.15 1440 GR 486.3 1478 485.6 1493 485.9 1543 486.8 1593 487.3 1644 GR 488 1725 490 1805 492 1825 494 1955 ET 8.1 1232.5 1462.5 Xl 25585 20 1300 1395 20 100 85 GR 494 930 492 1000 490 1040 488 1140 486 1210 GR 484 1250 482 1290 480 1300 470 1340 468.9 1350 GR 469 1356 469 1363 475.6 1373 479.3 1395 484.4 1413 GR 489.2 1438 489.9 1453 490 1623 492 1690 494 1715 14~0V96 12:35:15 PAGE 10 NC .1 .3 ET 8.1 1225.5 1445.5 Xl 25635 20 1301 1370 20 40 50 GR 494 930 492 1000 490 1150 488 1180 486 1240 GR 484 1270 482 1290 480.4 1301 468.8 1312 469.5 1325 GR 470 1331 474.3 1336 476.3 1345 479.8 1359 480.3 1370 GR 487 1395 488 1555 490 1605 492 1660 494 1695 ET 8.1 1195.5 1415.5 Xl 25685 22 1245 1366 55 40 50 GR 494 930 492 1000 490 1160 488 1180 486 1220 GR 484 1240 483.4 1245 482.8 1268 478.8 1288 474.4 1302 GR 469.1 1307 469.4 1315 469.1 1325 475.2 1334 477 1343 GR 484.1 1366 486.2 1375 487.4 1395 488 1545 490 1595 GR 492 1650 494 1685 14NOV96 12:35:15 PAGE 11 T1 GRAPEVINE CREEK~ COPPELLm DALLAS COUNTY, TEXAS T2 FULLY DEVELOPED WATERSHED. IO0-YEAR FLO00 PLAIN/FLOODWAY NOV. 1996 T3 CARTER AODITION - EXISTING CHANNEL AND FLOOD PLAIN. FLOODWAY PROFILE T4 SECTION 19034, 19320° AND 19662 ADDED FROM SURVEY T5 FEMA MODEL SECT[ON 0.1 IS SECTION 19160 IN THIS MODEL T6 FEMA MODEL SECT[ON 0.2 IS SECTION 19550 IN THIS MODEL T? FEMA MODEL SECT[ON 0.3 IS SECTION 20000 IN THIS MODEL T8 BEGIN MOOEL WITH 100 YEAR FLOOD ELEVATION I FT. HIGHER THAN EXISTING T9 CONDITION ELEVATION COMPUTED WITHOUT THE FLOODWAY. J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 7 467.83 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 -1 14NOV96 12:35:15 PA6E 12 THIS RUN EXECUTED 14NOV96 12:35:37 HEC-2 ~ATER SURFACE PROFILES Version 4.6.2; Hay 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUHBER INDICATES HESSAGE IN SUNHARY OF ERRORS LIST IO0-YEAR FLOOD PLAIN-1ST SUHMARY PRINTOUT TABLE 150 SECNO XLCfl ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 18500.000 .00 .00 .00 447.60 16250.00 466.83 .00 467.52 28.04 8.23 3394.26 3068.66 18500.000 .00 .00 .00 447.60 16250.00 467.83 .00 468.67 27.46 8.58 2770.24 3100.85 18514.000 14.00 .00 .00 448.68 16250.00 466.33 .00 468.08 20.70 10.63 1536.51 3571.65 18514.000 14.00 .00 .00 448.68 16250.00 467.59 .00 468.96 14.40 9.38 1732.16 4282.80 18515.000 1.00 470.50 469.76 448.68 16250.00 466.25 .00 468.17 30.89 11.10 1472.17 2923.55 18515.000 1.00 470.50 469.76 448.68 16250.00 467.54 .00 469.02 21.78 9.76 1665.13 3481.61 18565.000 50.00 470.50 469.84 448.49 16250.00 466.60 .00 468.36 27.52 10.65 1534.76 3097.36 18565.000 50.00 470.50 469.84 448.49 16250.00 467.73 .00 469.14 20.44 9.54 1703.31 3594.10 18566.000 1.00 .00 .00 448.49 16250.00 466.47 .00 468.49 17.45 11.55 1567.33 3890.06 18566.000 1.00 .00 .00 448.49 16250.00 467.60 .00 469.27 12.88 10.52 1741.80 4528.76 18600.000 34.00 .00 .00 447.40 16250.00 468.59 .00 469.02 14.84 6.00 3533.12 4218.13 18600.000 34.00 .00 .00 447.40 16250.00 469.34 .00 469.70 11.77 5.55 3813.87 4736.32 18615.000 15.00 .00 .00 447.40 16250.00 468.67 .00 469.06 13.59 5.76 3737.44 4408.22 18615.000 15.00 .00 .00 447.40 16250.00 469.40 .00 469.73 10.79 5.33 4032.51 4946.13 * 18650.000 35.00 .00 .00 447.50 16250.00 468.53 .00 469.33 29.22 9.14 3013.08 3005.99 18650.000 35.00 .00 .00 447.50 16250.00 469.31 .00 469.93 21.97 8.18 3344.46 3467.15 19034.000 384.00 .00 .00 448.00 16500.00 469.67 .00 470.14 23.57 7.92 4292.90 3398.29 19034.000 384.00 .00 .00 448.00 16500.00 469.94 .00 470.87 37.65 10.12 3006.29 2688.96 19160.000 126.00 .00 .00 449.00 16500.00 469.85 .00 470.38 17.39 7.23 4267.67 3957.26 19160.000 126.00 .00 .00 449.00 16500.00 470.32 .00 471.23 23.64 8.60 2895.82 3393.57 19320.000 160.00 .00 .00 447.90 16500.00 470.16 .00 470.73 30.33 9.04 4098.52 2996.02 19320.000 160.00 .00 .00 447.90 16500.00 470.70 .00 471.76 43.84 11.08 2843.94 2491.8~ 14NOV96 12:35:15 PA6E 13 SECNO XLCH ELTRD ELLC ELMIN Q CNSEL CRIWS EG lO*KS VCH AREA .01K 19550.000 230.00 ,00 .00 450.20 16500.00 470.65 ,00 471.30 34,65 8.76 3820,87 2802.92 19550.000 230.00 ,00 .00 450.20 16500.00 471.52 .00 472.54 41.30 10.00 2805,24 2567,63 19662.000 112.00 .00 .00 450.40 16500.00 471.62 .00 471.83 30.35 4.41 4547.32 2995.13 19662.000 112.00 .00 .00 450.40 16500.00 472.85 .00 47~.16 33.44 4.74 3711.08 2853.53 20000.000 338.00 .00 .00 451.00 16500.00 471.93 .00 472.50 28.42 8.60 3957.94 3095.35 20000.000 338.00 .00 .00 451.00 16500.00 473.18 .00 473.80 25.16 8.56 3529.96 3289.62 20540.000 540.00 .00 .00 452.60 16500.00 472.94 .00 473.56 18.87 7.63 3732.44 3798.79 20540.000 540.00 .00 .00 452.60 16500.00 474.13 .00 474.68 14.85 7.12 3766.01 4282.16 .500 435.00 .00 .00 454.00 16100.00 473.81 .00 474.17 11.77 5.76 4241.67 4691.98 .500 435.00 .00 .00 454.00 16100.00 474.84 .00 475.17 9.77 5.47 4225.86 5150.07 * .600 390.00 .00 .00 455.00 16100.00 473.63 .00 475,52 64.07 12.21 2165.75 2011.41 * .600 390.00 .00 .00 455.00 16100.00 474.52 .00 476.41 59.72 11.95 1879.31 2083.30 21690.000 325.00 .00 .00 455.90 16100.00 475.49 .00 477.58 67.33 13.20 2125.64 1962.11 21690.000 325.00 .00 .00 455.90 16100.00 476.05 .00 478.62 71.80 13.99 1631.06 1900.11 * 1.000 530.00 .00 .00 457.30 16100.00 478.55 .00 479.78 26.92 10.25 2368.46 3102.92 * 1.000 530.00 .00 .00 457.30 16100.00 479.46 .00 480.92 27.17 10.69 2021.55 3088.64 22600.000 380.00 .00 .00 458.60 16100.00 479.51 .00 481.29 50.19 12.92 2103.10 2272.64 22600.000 380.00 .00 .00 458.60 16100.00 480.52 .00 482.30 44.30 12.65 1991.31 2418.93 2.000 570.00 .00 .00 459.60 16100.00 481.85 .00 483.52 32.51 11.50 1947.66 2823.55 2.000 570.00 .00 .00 459.60 16100.00 482.70 .00 484.26 28.15 11.06 1955.26 3034.47 * 23900.000 730.00 .00 .00 463.00 16100.00 484.51 .00 485.10 14.16 6.58 3120.51 4278.24 * 23900.000 730.00 .00 .00 463.00 16100.00 485.10 .00 485.63 11.99 6.24 3267.44 4650.55 3.000 465.00 .00 .00 463.80 16100.00 485.05 .00 485.79 14.27 7.38 2792.72 4261.43 3.000 465.00 .00 .00 463.80 16100.00 485.50 .00 486.30 14.26 7.53 2566.12 4262.88 * 4.000 560.00 .00 .00 464.84 16100.00 485.79 .00 487.11 33.48 9.39 1915.31 2782.63 * 4.000 560.00 .00 .00 464.84 16100.00 486.33 .00 487.53 30.89 8.98 1993.98 2896.84 5.000 145.00 .00 .00 465.90 15500.00 486.76 .00 487.51 17.36 7.52 2701.46 3719.93 5.000 145.00 .00 .00 465.90 15500.00 487.03 .00 487.90 18.64 7.88 2321.61 3590.30 24930.000 220.00 .00 .00 466.40 15500.00 487.22 .00 487.86 15.99 7.57 2948.34 3875.63 24930.000 220.00 .DO .00 466.40 15500.00 487.65 .00 488.28 15.02 7.46 2909.61 3999.07 6.000 90.00 .00 .00 466.80 15500.00 487.00 .00 488.19 25.83 9.60 2266.10 3049.51 6.000 90.00 .00 .00 466.80 15500.00 487.34 .00 488.63 26.37 9.83 2031.20 3018.18 * 25085.000 80.00 .00 .00 467.10 15500.00 486.67 .00 488.73 58.44 12.34 1636.51 2027.61 * 25085.000 80.00 .00 .00 467.10 15500.00 486.14 .00 489.67 106.96 15.09 1027.09 1498.74 14NOV96 12:35:15 PAGE 14 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 25135.000 50.00 .00 .00 467.00 15500.00 487.24 .00 489.02 47.66 11.53 1753.54 2245.12 25135.000 50.00 .00 .00 467.00 15500.00 487.36 .00 490.19 75.86 13.50 1147.90 1779.66 25185.000 50.00 .00 .00 467.60 15500.00 488.41 .00 489.28 25.11 9.80 2680.43 3093.26 * 25185.000 50.00 .00 .00 467.60 15500.00 489.32 .00 490.56 29.09 10.91 2074.37 2874.03 25235.000 50.00 .00 .00 467.90 15500.00 488.60 .00 489.38 18.65 8.45 2802.92 3589.22 25235.000 50.00 .00 .00 467.90 15500.00 489.61 .00 490.70 23.43 9.21 2019.03 3202.17 * 25285.000 50.00 .00 .00 467.40 15500.00 488.08 .00 489.78 48.58 12.75 2001.58 2223.95 * 25285.000 50.00 .00 .00 467.40 15500.00 488.62 .00 491.35 62.90 14.83 1368.10 1954.38 * 25335.000 50.00 .00 .00 467.30 15500.00 489.37 .00 489.99 15.70 6.96 2945.38 3912.06 * 25335.000 50.00 .00 .00 467.30 15500.00 490.88 .00 491.67 15.16 7.35 2300.32 3980.28 25385.000 50.00 .00 .00 467.90 15500.00 489.58 .00 490.08 13.57 6.32 3319.82 4207.18 25385.000 50.00 .00 .00 467.90 15500.00 491.07 .00 491.76 13.68 6.84 2497.07 4191.04 25470.000 85.00 .00 .00 468.00 15500.00 489.61 .00 490.25 12.97 7.03 3308.07 4304.21 25470.000 85.00 .00 .00 468.00 15500.00 491.22 .00 491.87 10.57 6.80 2762.10 4766.69 25500.000 30.00 486.90 485.00 468.70 15500.00 490.42 .00 490.89 8.11 6.06 4013.95 5443.58 25500.000 30.00 486.90 485.00 468.70 15500.00 492.16 .00 492.67 7.13 6.06 3041.13 5805.98 25585.000 85.00 .00 .00 468.90 15500.00 490.32 .00 491.16 15.04 8.08 2844.53 3996.50 25585.000 85.00 .00 .00 468.90 15500.00 492.13 .00 492.85 10.95 7.39 2722.84 4684.10 * 25635.000 50.00 .00 .00 468.80 15500.00 489.97 .00 491.45 33.77 11.08 2255.76 2667.09 * 25635.000 50.00 .00 .00 468.80 15500.00 491.86 .00 493.06 23.04 9.89 2213.37 3229.28 25685.000 50.00 .00 .00 469.10 15500.00 490.75 .00 491.64 21.45 8.22 2626.43 3347.06 25685.000 50.00 .00 .00 469.10 15500.00 492.35 .00 493.19 16.33 7.75 2390.33 3835.23 14NOV96 12:35:15 PAGE 15 IO0-YEAR FLO00 PLAIN-1ST SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 18500.000 16250.00 466.83 .00 .00 .00 666.07 .00 18500.000 16250.00 467.83 1.00 .00 1.00 350.00 .00 18514.000 16250.00 466.33 .00 -.50 .00 162.03 14.00 18514.000 16250.00 467.59 1.26 -.24 1.26 165.18 14.00 18515.000 16250.00 466.25 .00 -.08 .00 156.54 1.00 18515.000 16250.00 467.54 1.28 -.05 1.28 160.02 1.00 18565.000 16250.00 466.60 .00 .34 .00 157.58 50.00 18565.000 16250.00 467.73 1.13 .19 1.13 160.41 50.00 18566.000 16250.00 466.47 .00 .13 .00 161.78 1.00 18566.000 16250.00 467.60 1.13 '.13 1.13 165.03 1.00 18600.000 16250.00 468.59 .00 2.12 .00 375.00 34.00 18600.000 16250.00 469.34 .75 1.74 .75 3?5.00 34.00 18615.000 16250.00 468.67 .00 .08 .00 402.00 15.00 18615.000 16250.00 469.40 .73 .06 .73 402.00 15.00 * 18650.000 16250.00 468.53 .00 -.14 .00 425.00 35.00 18650.000 16250.00 469.31 .78 -.10 .78 425.00 35.00 19034.000 16500.00 469.67 .00 1.14 .00 593.88 384.00 19034.000 16500.00 469.94 .27 .63 .27 356.00 384.00 19160.000 16500.00 469.85 .00 .18 .00 627.43 126.00 19160.000 16500.00 470.32 .47 .38 .47 315.00 126.00 19320.000 16500.00 470.16 .00 .30 .00 658.96 160.00 19320.000 16500.00 470.70 .54 .37 .54 330.00 160.00 19550.000 16500.00 470.65 .00 .49 .00 684.72 230.00 19550.000 16500,00 471.52 .88 .83 .88 357.50 230.00 19662.000 16500.00 471,62 .00 .97 .00 ~1.70 112.00 19~2.000 16500,00 472.85 1.23 1.33 1.23 418.00 112.00 20000.000 16500.00 471,93 .00 .31 .00 593.85 338.00 20000.000 16500.00 473.18 1.25 .33 1.25 370.00 338.00 20540.000 16500.00 472.94 .00 1.02 .00 490.09 540.00 20540.000 16500.00 474.13 1.19 .95 1.19 370.00 540.00 .500 16100.00 473.81 .00 .86 .00 488.30 435.00 .500 16100.00 474.84 1.04 .71 1.04 350.00 435.00 14NOV96 12:35:15 PAGE 16 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * .600 16100.00 473.63 .00 -.17 .00 468.55 390.00 * .600 16100.00 474.52 .88 -.33 .88 250.00 390.00 21690.000 16100.00 475.49 .00 1.86 .00 434.73 325.00 21690.000 16100.00 476.05 .55 1.53 .55 200.00 325.00 * 1.000 16100.00 478.55 .00 3.05 .00 288.54 530.00 * 1.000 16100.00 479,46 .91 3.41 .91 180.00 530.00 22600.000 16100.00 479.51 .00 .96 .00 286.83 380.00 22600.000 16100.00 480.52 1.01 1.06 1.01 200.00 380.00 2.000 16100.00 481.85 .00 2.35 .00 228.80 570.00 2.000 16100.00 482.70 .85 2.18 .85 180.00 570.00 * 23900.000 16100.00 484.51 .00 2.65 .00 377.96 730.00 * 23900.000 16100.00 485.10 .59 2.39 .59 350.00 730.00 3.000 16100.00 485.05 .00 .54 .00 309.79 465.00 3.000 16100.00 485.50 .45 .40 .45 220.00 465.00 * 4.000 16100.00 485.79 .00 .74 .00 234.82 560.00 * 4.000 16100.00 486.33 .54 .83 .54 200.00 560.00 5.000 15500.00 486.76 .00 .97 .00 355.15 145.00 5.000 15500.00 487.03 .27 .70 .27 210.00 145.00 24930.000 15500.00 487.22 .00 .47 .00 285.11 220.00 24930.000 15500.00 487.65 .42 .62 .42 230.00 220.00 6.000 15500.00 487,00 .00 -.22 .00 275.63 90.00 6.000 15500.00 487.34 .34 -.31 .34 180.00 90.00 * 25085.000 15500.00 486.67 .00 -.33 .00 247.18 80.00 * 25085.000 15500.00 486.14 '.54 -1.20 -.54 90.00 80.00 25135.000 15500.00 487.24 .00 .56 .00 236.27 50.00 25135.000 15500.00 487.36 .12 1.22 .12 89.00 50.00 25185.000 15500.00 488.41 .00 1.18 .00 374.38 50.00 * 25185.000 15500.00 489.32 .90 1.96 .90 174.00 50.00 25235.000 15500.00 488.60 .00 .19 .00 406.24 50.00 25235.000 15500.00 489.61 1.01 .29 1.01 155.45 50.00 * 25285.000 15500.00 488.08 .00 -.52 .00 368.17 50.00 * 25285.000 15500.00 488.62 .54 '.99 .54 142.41 50.00 * 25335.000 15500.00 489.37 .00 1.29 .00 429.27 50.00 * 25335.000 15500.00 490.88 1.51 2.26 1.51 181.59 50.00 14NOV96 12:35:15 PAGE 17 SECNO Q CNSEL DIFWSP DIFWSX DIFKNS ~OPNID XLCH Z5385.000 15500.00 489.58 .00 .21 .00 497.Z0 50.00 25385.000 15500.00 491.07 1.49 .19 1.49 203.61 50.00 25470.000 15500.00 489.61 .00 .03 .00 656.45 85.00 25470.000 15500.00 491.22 1.61 .15 1.61 232.00 85.00 25500.000 15500.00 490.42 .00 .81 .00 755.84 30.00 25500.000 15500.00 492.16 1.74 .93 1.74 232.00 30.00 25585.000 15500.00 490.32 .00 -.10 .00 600.24 85.00 25585.000 15500.00 492.13 1.80 '.03 1.80 230.00 85.00 * 25635.000 15500.00 489.97 .00 '.35 .00 454.12 50.00 * 25635.000 15500.00 491.86 1.89 -.27 1.89 220.00 50.00 25685.000 15500.00 490.75 .00 .77 .00 515.13 50.00 25685.000 15500.00 492.35 1.60 .49 1.60 220.00 50.00 14NOV96 12:35:15 PAGE 18 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25185.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25285.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25285.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 14NOV96 12:35:15 PAGE 19 FLOODWAY DATA, IO0-YEAR FLOOD PLAIN-1ST PROFILE NO. 2 ....... FLOOOWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 18500.000 350. 2770. 5.9 467.8 466.8 1.0 18514.000 165. 1732. 9.4 467.6 466.3 1.3 18515.000 165. 1665. 9.8 467.6 466.3 1.3 18565.000 165. 1703. 9.5 467.7 466.6 1.1 18566.000 165. 1742. 9.3 467.6 466.5 1.1 18600.000 375. 3814. 4.3 469.3 468.6 .7 18615.000 402. 4033. 4.0 469.4 468.7 .7 18650.000 425. 3344. 4.9 469.3 468.5 .8 19034.000 356. 3006. 5.5 470.0 469.7 .3 19160.000 315. 2896. 5.7 470.4 469.9 .5 19320.000 330. 2844. 5.8 470.7 470.2 .5 19550.000 357. 2805. 5.9 471.5 470.6 .9 19662.000 418. 3711. 4.4 472.8 471.6 1.2 20000.000 370. 3530. 4.7 473.2 471.9 1.3 20540.000 370. 3766. 4.4 474.1 472.9 1.2 ,500 350. 4226. 3.8 474.8 473.8 1.0 .600 250. 1879. 8.6 474.5 473.6 .9 21690.000 200. 1631. 9.9 476.1 475.5 .6 1.000 180. 2022. 8.0 479.4 478.5 .9 22600.000 200. 1991. 8.1 480.5 479.5 1.0 2.000 180. 1955. 8.2 482.7 481.9 .8 23900.000 350. 3267. 4.9 485.1 484.5 .6 3.000 220. 2566. 6.3 485.5 485.1 .4 4.000 200. 1994. 8.1 486.3 485.8 .5 5.000 210. 2322. 6.7 487.1 486.8 .3 24930.000 230. 2910. 5.3 487.6 487.2 .4 6.000 180. 2031. 7.6 487.3 487.0 .3 25085.000 90. 1027. 15.1 486.2 486.7 -.5 25135.000 89. 1148. 13.5 487.3 487.2 .1 25185.000 174. 2074. 7.5 489.3 488.4 .9 25235.000 155. 2019. 7.7 489.6 488.6 1.0 25285.000 142. 1368. 11.3 488.6 488.1 .5 25335.000 182. 2300. 6.7 490.9 489.4 1.5 25385.000 204. 2497. 6.2 491.1 489.6 1.5 25470.000 232. 2762. 5.6 491.2 489.6 1.6 25500.000 232. 3041. 5.1 492.1 490.4 1.7 25585.000 230. 2723. 5.7 492.1 490.3 1.8 25635.000 220. 2213. 7.0 491.9 490.0 1.9 25685.000 220. 2390. 6.5 492.3 490.7 1.6 * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 14NOV96 TIME 13:05:10 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 14NOV96 13:05:10 PAGE 1 THIS RUN EXECUTED 14NOV96 13:05:10 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 FULLY DEVELOPED WATERSHED MODEL - PROPOSED FLOOD PLAIN CONDITIONS T2 MODEL PROULT3.DAT - BASED ON CAREX2.DAT WITH Q AND BEGIN WSE CHANGES T3 IO0-YEAR FLOOD PLAIN-1ST PROFILE, FLOOOWAY-2NO PROFILE NOV. 1996 T4 CARTER ADDITION ADD PROPOSED FILL AND EFFECTIVE FLOW LIMITS T5 SECTION 19034, 19320, AND 19662 AODED FRC~4 SURVEY WITH PROPOSED FILL T6 FEMA MODEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL WITH PROP. FILL T7 FEMA MODEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL WITH PROP. FILL T9 BEGIN WITH W.S.E. AT SECTION 18500 COMPUTED IN MODEL GREXULT.OUT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ O. 5 466.83 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 200 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10. -10. NC .07 .07 .05 .1 .3 QT 6 5280 9900 14200 16250 22550 16250 ET 8.1 4800 5150 PROFILE SECTION K - SURVEY SECTION 11 END LAND DEVELOPEMENT FILL ON LEFT OVERBANK Xl 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 4?0.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 14NOV96 13:05:10 PAGE 2 NC .028 .3 .5 ET 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 6R 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 GR 473.5 1807 473.6 1857 47'5.6 1898 473.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIDGE -- DATA UPDATE ON OCT. 1987 MOORE ROAD - DOWNSTREAM SIDE Xl 18515 38 1513 1680.7 1 1 1 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 O BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 473.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 47'5.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GE 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1410 1780.0 MOORE ROAD - UPSTREAM SIDE Xl 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GE 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GE 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 14NOV96 13:05:10 PAGE 3 GR 473.6 1857 473.6 1898 47'5.3 1907 ET 8.11 1470 1720 X1 18566 33 1540.15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.7'3 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 47~.6 1857 476.6 1898 NC .05 ET 8.1 1290 1555 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DC~/NSTREAM Xl 18600 19 1350 1500 34 34 34 X3 1155 470.5 1530 473.5 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 8.1 1275 1565 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM X1 18615 19 1350 1500 15 15 15 X3 1140 470.5 1542 473.5 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 8.1 1690 1980 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM ADD PROPOSED FILL TO LEFT OVERBANK Xl 18650 28 1805 1868 35 35 35 .7 X3 1575 470.5 2000 473.5 GR 482.6 1100 478.3 1200 469.2 1300 469.3 1440 469.3 1535 GR 462.8 1561 462.3 1600 461.6 1700 462.4 1805 447.5 1830 GR 446.8 1841 448.1 1853 462.0 1868 462.3 1900 463.1 2000 GR 467.3 2100 472.3 2133 473.2 2134 472.7 2140 470.7 2157 GR 475.6 2185 476.4 2200 477.0 2250 478.2 2263 478.6 2284 GR 477.7 2300 476.2 2321 478.3 2349 14NOV96 13:05:10 PAGE QT 6 5250 9850 14400 16500 23000 16500 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 305. 661. SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBANK Xl 19034. 22. 509. 562. 240. 140. 384. GR 470.65 100. 470.3 103. 470.3 152. 463.8 178. 462.2 199. GR 461.9 256. 462.8 435. 463.8 509. 462.0 515. 457.0 517. GR 453.8 524. 449.4 527. 448. 540. 448.2 546. 451.5 547. GR 454.1 553. 461.9 562. 463.5 625. 463.6 668. 464.3 691. GR 470.3 705. 472. 711. ET 8.1 335 650 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.1 IN FEMA MODEL. PROPOSED FILL IN LEFT OVERBANK Xl 19160. 19. 465. 560. 90. 135. 126. GR 478. O. 476. 10. 474. 25. 472. 35. 470.3 60. GR 470.3 139. 464. 164.2 464. 465. 460. 480. 450. 500. GR 449. 510. 449. 520. 450. 530. 460. 550. 462. 560. GR 464. 625. 466. 655. 470. 695. 471. 715. ET 8.1 313. 643. SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBANK X1 19320. 21. 502. 540. 110. 200. 160. GR 472. 100. 470.9 106. 470.9 180. 465.2 202.8 463.9 260. GR 463.0 336. 463.8 412. 463.9 442. 462.7 502. 453.1 506. GR 450.3 512. 447.9 521. 449.3 534. 453.0 535. 463.2 540. GR 463.7 564. 463.2 592. 464.5 667. 468.1 758. 471.3 785. GR 472. 808. ET 8.1 172.5 530 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 THIS SECTION NAMED 0.2 iN FEMA MODEL. PROPOSED FILL IN LEFT OVERBANK Xl 19550. 20. 310. 385. 180. 65. 230. GR 478. O. 476. 35. 474. 50. 472. 80. 472. 140. GR 467.8 156.8 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GR 468. 760. 470. 780. 472. 785. 474. 802. 475. 810. 14NOV96 13:05:10 PAGE 5 ET 8.1 312. 730. SURVEYED SECTION ADDED TO BASE MODEL BY dP ENGRS. PROPOSED FILL IN LEFT OVERBANK LAST SECTION WITH PROPOSED FILL Xl 19662. 24. 291. 350. 115. 170. 112. GR 477'.4 100. 4?2.0 180. 472.0 217. 469.8 225.8 467.5 289. GR 466.9 333. 464.0 391. 458.0 395. 450.8 407. 450.4 410. GR 452.1 434. 465.3 450. 465.9 468. 465.4 539. 465.6 595. GR 465.3 659. 464.9 723. 465.6 814. 465.6 840. 467.3 886. GR 467.8 900. 470. 914. 472.0 920. 474.0 929. ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.3 IN FEMA MODEL. Xl 20000. 16. 315. 372. 295. 110. 338. GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 PROFILE SECTION M - SURVEY SECTION 13 SECTION MODIFIED BY NDM ENGINEERS BASED ON COPPELL TOPO 06/2?/87 X1 20540 19 1497 1590 370 350 540 GR 480. 1020. 4?8. 1052. 476. 1074. 474. 1100. 472. 1134. GR 4?0. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 5150 9650 14050 16100 22500 16100 ET 8.1 225 5?5 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 0.5 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 4?0. 196. 468. 250. 460, 450. GR 454. 475. 454. 490. 460. 524. 4?0. 582. 472. 600. GR 4?4. 620. 480. 650. 482. 665. 484. 680. ET 8.1 205 455 14NOV96 13:05:10 PAGE 6 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.6 12.0 370. 455. 380. 360. 390. GR 480. O. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 NH 5 .080 76 .045 146 .065 295 .035 295.1 .065 NH 445 ET 8.1 32 212 SECTION ADDED BY NDM ENG%NEERS FROM COPPELL TOPO 06/27/87 X1 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GR 479.75 295.1 479.75 385. 482. 400. 484. 445. NH 5 .08 1397 .045 1447 .065 1473 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROFILE SECTION N - SURVEY SECTION 14 Xl 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .045 ET 8.1 66 246 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 2.0 19. 108. 173. 510. 540. 570. GR 487. O. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GR 474. 188. 476. 225. 477.2 266. 490. 304.4 14NOV96 13:05:10 PAGE 7 ET 8.1 1041 1391 SECTION ADDED BY AEI ENGINEERS FRON COPPELL TOPO 03/03/87 Xl 23900 12 1215 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 NH 5 .08 146 .045 271 .065 337 .035 337.1 .065 NH 490. ET 8.1 79 299 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 3.0 19.0 146. 271. 310. 450. 465. GR 489. O. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 470. 172. 463.8 182. 463.8 194. GR 470. 215. 475. 271. 480. 326. 481. 337. 488.05 337.1 GR 488.05 391. 488.05 418. 490. 462. 492. 490. NH 4. .08 190. .05 315. .035 315.1 .065 665. ET 8.1 114 314 SECTION AODEO BY #DN ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 4.0 19. 190. 315. 350. 540. 560. GR 491. O. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 464.84 230. 464.84 238. GE 470. 255. 480. 315. 485.87 315.1 485.87 450. 485.87 525. GE 488. 550. 490. 586. 492. 635. 494. 665. QT 6 5050 9250 13550 15500 21050 15500 NC .08 .065 .05 ET 8.1 65 275 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 5.0 18. 98. 208. 130. 160. 145. GR 491. O. 490. 25. 488. 40. 486. 52. 484. 78. GE 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482. 300. 484. 355. GR 485.5 395. 489. 416. 490. 535. ET 8.1 1170 1400 X1 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 484 !410 GR 485 1415 486 1425 489 1435 491 1454 492 1580 14NOW6 13:05:10 PAGE 8 ET 8.1 100 280 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/27/87 Xl 6.0 16. 184. 263. 50. 95. 90. GR 491. O. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 470. 205. 466.8 215. 466.8 225. 470. 245. GR 476. 263. 483. 275. 485. 320. 490. 334. 492. 365. GR 493. 380. NC 0.080 0.060 0.045 ET 8.1 1537 1627 ********* END OF MOORE RD AS BUILT ADDED MODEL ********** Xl 25085 19 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GE 480.7 1537 472 1560 467.3 1564 467.1 1572 467.2 1585 GR 478.4 1593 479.0 1607 480.6 1627 483 1658 488 1688 GR 490 1706 490 1706 490 1706 490 1708 ET 8.1 1534 1623 X1 25135 20 1534 1623 40 60 50 GR 492 1325 490 1417 488 1427 486 1437 484 1445 GR 481.8 1500 481.4 1534 47'5.5 1556 467.1 1559 467 1570 GR 467.1 1584 478.5 1593 479.0 1605 480.5 1623 484.0 1650 GE 488 1671 489 1678 489 1678 489 1678 490 1700 ET 8.1 1085. 1259. X1 25185 21 1120 1164.2 45 40 50 GR 494 910 492 1000 490 1010 488 1030 486 1038 GR 484 1050 482 1070 480 1080 478 1120 467.7 1135.8 GR 467.6 1140 467.7 1152.7 480.4 1164.2 480.4 1172 478.2 1190 GR 480 1230 486 1350 488 1390 490 1440 492 1520 GR 494 1580 ET 8.1 1079.3 1234.75 X1 25235 20 1079.3 1155 50 40 50 GR 494 920 492 1000 490 1010 488 1020 486 1030 GR 484 1040 482 1060 480.5 1079.3 477.9 1082.3 467.9 1094.4 GE 467.9 1106.3 468 1114.5 476.5 1134.8 478.9 1155 480 1195 GR 486 1345 488 1410 490 1455 492 1535 494 1595 ET 8.1 969.6 1169.6 X1 25285 17 1046.3 1092.9 50 30 50 GR 494 920 492 1000 490 1010 488 1035 486 1040 GR 484 1043.3 482.2 1046.3 468.2 1061.7 467.4 1069.3 467.9 !080.7 GR 480.9 1092.9 480.9 1110 486 1330 488 1400 490 1450 GR 492 1530 494 1590 14NOV96 13:05:10 PA6E 9 ET 8.1 983.5 1183.5 Xl 25335 17 1017 1150 70 20 50 GR 494 910 491.8 1000 483.6 1017 482.1 1023.4 474.6 1035.5 GR 474.4 1046.3 467.8 1055.2 467.9 1070 467.3 1079.6 468.5 1086.8 GR 479.9 1094.7 482.1 1150 486 1330 488 1400 490 1450 GR 492 1530 494 1590 ET 8.1 983. 1204. Xl 25385 17 1019.5 1168.3 55 45 50 GR 494 880 491.3 1000 4~9.9 1019.5 477.2 1096.7 470.9 1115.1 GR 468.4 1118 467.9 1121.7 468.7 1129.3 468.7 1129.8 468.8 1133.5 GR 479.1 1138.5 482.3 1168.3 486 1373 488 1463 490 1510 GR 492 1590 494 1650 NC .3 .5 ET 8.11 1317. 1549. PROFILE SECTION P - SURVEY SECTION 16 DENTON TAP ROAD Xl 25470 35 1352 1472 100 50 85 X3 10 485 485 GR 494 910 492.6 1000 492.45 1007 491.8 1032 490 1060 GR 489.9 1092 489.1 1142 489 1145 487.57 1225 487.2 1242 GR 485.8 1293 482.6 1343 482.3 1352 475.5 1378 474.8 1383 GR 469 1391 469.7 1410 468 1416 468.8 1426 469.5 1430 GR 475.3 1437 476.1 1442 481.6 1472 484.6 1482 485.9 1544 GR 486.1 1553 486.6 1580 486.7 1593 486.8 1608 486.7 1628 GR 487.1 1644 488 17'34 490 1774 492 1825 494 1955 ET 8.11 1317. 1549. SB 1.05 2.206 2.5 57.5 6 1175.25 2.232 471.1 471 X1 25500 24 1320 1440 30 30 30 X2 1 485 486.9 X3 10 485 485 BT -43 910 494 0 1000 492.56 0 1006 492.47 0 BT 1024 492.05 0 1032 491.86 0 1041 491.71 0 BT 1059 491.34 0 1091 490.64 0 1142 489.57 0 BT 1145 489.57 0 1181 488.77 0 1192 488.66 0 BT 1194 488.5 0 1205 488.39 0 1214 488.25 0 BT 1225 488.1 0 1242 487.92 0 1272 487.6 0 BT 1293 487.42 0 1320 487.09 485 1342 487.20 485 BT 1354 487.04 485 1364 487.01 485 1378 486.98 485 BT 1383 486.95 485 1391 486.94 485 1402 486.92 485 BT 1416 486.97 485 1428 486.87 485 1440 486.89 485 BT 1478 486.89 0 1482 486.88 0 1493 486.89 0 BT 1543 486.98 0 1553 487.01 0 1579 487.1 0 BT 1593 487.28 0 1608 487.48 0 1628 487.97 0 BT 1644 488.39 0 1700 490 0 1770 492 0 BT 1955 494 0 GR 494 910 492.4 1000 490.7 1042 489.5 1092 488.7 1142 ~R 487.7 1190 487 1242 486.3 1292 482.44 1320 472.64 1355 GR 469.2 1363 468.7 1390 471.5 1402 469.64 1415 482.15 1440 GR 486.3 1478 485.6 1493 485.9 1543 486.8 1593 48?.3 1644 14NOV96 13:05=10 PAGE 10 GE 488 1725 490 1805 4~'Z 15 494 1955 ET 8.1 1232.5 1462.5 X1 25585 20 1300 1395 20 100 85 GR 494 930 492 1000 490 1040 488 1140 486 1210 GR 484 1250 482 1290 480 1300 470 1340 468.9 1350 GE 469 1356 469 1363 475.6 1373 479.3 1395 484.4 1413 GR 489.2 1438 489.9 1453 490 1623 492 1690 494 1715 NC .1 .3 ET 8.1 1225.5 1445.5 Xl 25635 20 1301 1370 20 40 50 GR 494 930 492 1000 490 1150 488 1180 486 1240 GR 484 1270 482 1290 480.4 1301 468.8 1312 469.5 1325 GR 470 1331 474.3 1336 476.3 1345 479.8 1359 480.3 1370 GE 487 1395 488 1555 490 1605 492 1660 494 1695 ET 8.1 1195.5 1415.5 X1 25685 22 1245 1366 55 40 50 GR 494 950 492 1000 490 1160 488 1180 486 1220 GR 484 1240 483.4 1245 482.8 1268 478.8 1288 474.4 1302 GR 469.1 1307 469.4 1315 469.1 1325 475.2 1334 477 1343 GR 484.1 1366 486.2 1375 487.4 1395 488 1545 490 1595 GR 492 1650 494 1685 14NOV96 13:05:10 PAGE 11 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 FULLY DEVELOPED WATERSHED. IO0-YEAR FLOOD PLAIN/FLOODWAY NOV. 1996 T3 CARTER ADDITION - PROPOSED CHANNEL AND FLOOD PLAIN. FLOODWAY PROFILE T4 SECTION 19034, 19320, AND 19662 ADDED FROM SURVEY WITH PROPOSED FILL T5 FEMA MODEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL T6 FEMA MODEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL T7 FEMA MODEL SECTION 0.3 IS SECTION 20000 IN THIS MODEL T8 BEGIN MODEL WITH 100 YEAR FLOOD ELEVATION 1 FT. HIGHER THAN EXISTING T9 CONDITION ELEVATION COMPUTED WITHOUT THE FLOODWAY. dl ICHECK ]NQ NINV IDIR STRT METRIC HVINS Q WSEL FQ ? 467.83 J2 NPROF IPLOT PRFVS XSECV XSECH FH ALLDC IBW CHNIM ITRACE 2 -1 14NOV96 13:05:10 PA6E 12 THIS RUN EXECUTED 14NOV96 13:05:34 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECT[ON NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST IO0-YEAR FLOOD PLAIN-1ST SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN O CWSEL CRIWS EG lO*KS VCH AREA .01K 18500.000 .00 .00 .00 447.60 16250.00 466.83 .00 467.52 28.04 8.23 3394.26 3068.66 18500.000 .00 .00 .00 447.60 16250.00 467.83 .00 468.67 27.46 8.58 2770.24 3100.85 18514.000 14.00 .00 .00 448.68 16250.00 466.33 .00 468.08 20.70 10.63 1536.51 3571.65 18514.000 14.00 .00 .00 448.68 16250.00 467.59 .00 468.96 14.40 9.38 1732.16 4282.80 18515.000 1.00 470.50 469.76 448.68 16250.00 466.25 .00 468.17 30.89 11.10 1472.17 2923.55 18515.000 1.00 470.50 469.76 448.68 16250.00 467.54 .00 469.02 21.78 9.76 1665.13 3481.61 18565.000 50.00 470.50 469.84 448.49 16250.00 466.60 .00 468.36 27.52 10.65 1534.76 3097.36 18565.000 50.00 470.50 469.84 448.49 16250.00 467.73 .00 469.14 20.44 9.54 1703.31 3594.10 18566.000 1.00 .00 .00 448.49 16250.00 466.47 .00 468.49 17.45 11.55 1567.33 3890.06 18566.000 1.00 .00 .00 448.49 16250.00 467.60 .00 469.27 12.88 10.52 1741.80 4528.76 18600.000 34.00 .00 .00 447.40 16250.00 468.59 .00 469.02 14.84 6.00 3533.12 4218.13 18600.000 34.00 .00 .00 447.40 16250.00 469.34 .00 469.70 11.77 5.55 3813.87 4736.32 18615.000 15.00 .00 .00 447.40 16250.00 468.67 .00 469.06 13.59 5.76 3737.44 4408.22 18615.000 15.00 .00 .00 447.40 16250.00 469.40 .00 469.73 10.79 5.33 4032.51 4946.13 * 18650.000 35.00 .00 .00 447.50 16250.00 468.53 .00 469.33 29.22 9.14 3013.16 3006.07 18650.000 35.00 .00 .00 447.50 16250.00 469.31 .00 469.93 21.97 8.18 3344.53 3467.22 19034.000 384.00 .00 .00 448.00 16500.00 469.65 .DO 470.15 24.65 8.09 4130.13 3323.23 19034.000 384.00 .00 .00 448.00 16500.00 469.94 .00 470.87 37.65 10.12 3006.25 2688.91 19160.000 126.00 .00 .00 449.00 16500.00 469.82 .00 470.44 19.31 7.61 3893.77 3754.73 19160.000 126.00 .00 .00 449.00 16500.00 470.32 .00 471.23 23.64 8.60 2895.83 3393.59 19320.000 160.00 .00 .00 447.90 16500.00 470.18 .00 470.81 31.78 9.26 3903.89 2926.95 19320.000 160.00 .00 .00 447.90 16500.00 470.70 .00 471.76 43.84 11.08 2843.93 2491.87 14NOV96 13:05:10 PAGE 13 SECNO XLCH ELTRD ELLC ELHIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 19550.000 230.00 .00 .00 450.20 16500.00 470.72 .00 471.37 34.17 8.73 3777.18 2822.77 19550.000 230.00 .00 .00 450.20 16500.00 471.52 .00 472.54 41.34 10.01 2803.54 2566.22 19662.000 112.00 .00 .00 450.40 16500.00 471.68 .00 471.89 29.60 4.39 4556.19 3032.52 19662.000 112.00 .00 .00 450.40 16500.00 472.85 .00 473.16 33.43 4.74 3711.36 2853.85 20000.000 338.00 .00 .00 451.00 16500.00 471.98 .00 472.54 27.81 8.53 3989.56 3128.70 20000.000 338.00 .00 .00 451.00 16500.00 473.18 .00 473.80 25.15 8.56 3530.19 3289.94 20540.000 540.00 .00 .00 452.60 16500.00 472.97 .00 473.59 18.66 7.60 3748.60 3819.22 20540.000 540.00 .00 .00 452.60 16500.00 474.13 .00 474.68 14.85 7.12 3766.19 4282.45 .500 435.00 .00 .00 454.00 16100.00 473.83 .00 474.19 11.69 5.75 4253.25 4708.78 .500 435.00 .00 .00 454.00 16100.00 474.84 .00 475.17 9.77 5.47 4225.98 5150.28 * .600 390.00 .00 .00 455.00 16100.00 473.66 .00 475.53 63.31 12.16 2179.15 2023.38 * .600 390.00 .00 .00 455.00 16100.00 474.52 .00 476.41 59.72 11.95 1879.39 2083.41 21690.000 325.00 .00 .00 455.90 16100.00 475.50 .00 477.58 67.26 13.20 2126.71 1963.08 21690.000 325.00 .00 .00 455.90 16100.00 476.05 .00 478.62 71.79 13.99 1631.09 1900.15 * 1.000 530.00 .00 .00 457.30 16100.00 478.55 .00 479.78 26.93 10.26 2368.24 3102.56 * 1.000 530.00 .00 .00 457.30 16100.00 479.46 .00 480.92 27.17 10.69 2021.56 3088.65 22600.000 380.00 .00 .00 458.60 16100.00 479.51 .00 481.29 50.19 12.92 2103.02 2272.53 22600.000 380.00 .00 .00 458.60 16100.00 480.52 .00 482.30 44.30 12.65 1991.31 2418.94 2.000 570.00 .00 .00 459.60 16100.00 481.85 .00 483.52 32.51 11.50 1947.67 2823.57 2.000 570.00 .00 .00 459.60 16100.00 482.70 .00 484.26 28.15 11.06 1955.27 3034.49 * 23900.000 730.00 .00 .00 463.00 16100.00 484.51 .00 485.10 14.16 6.58 3120.49 4278.20 * 23900.000 730.00 .00 .00 463.00 16100.00 485.10 .00 485.63 11.99 6.24 3267.44 4650.55 3.000 465.00 .00 .00 463.80 16100.00 485.05 .00 485.79 14.27 7.38 2792.71 4261.41 3.000 465.00 .00 .00 463.80 16100.00 485.50 .00 486.30 14.26 7.53 2566.12 4262.88 * 4.000 560.00 .00 .00 464.84 16100.00 485.79 .00 487.11 33.48 9.39 1915.31 2782.63 * 4.000 560.00 .00 .00 464.84 16100.00 486.33 .00 487.53 30.89 8.98 1993.98 2896.84 5.000 145.00 .00 .00 465.90 15500.00 486.76 .00 487.51 17.36 7.52 2701.44 3719.90 5.000 145.00 .00 .00 465.90 15500.00 487.03 .00 487.90 18.64 7.88 2321.61 3590.30 24930.000 220.00 .00 .00 466.40 15500.00 487.22 .00 487.86 15.99 7.57 2948.34 3875.63 24930.000 220.00 .00 .00 466.40 15500.00 487.65 .00 488.28 15.02 7.46 2909.61 3999,07 6.000 90.00 .00 .00 466.80 15500.00 487.00 .00 488.19 25.83 9.60 2266.12 3049.53 6.000 90.00 .00 .00 466.80 15500.00 487.34 .00 488.63 26.37 9.83 2031.20 3018.18 * 25085.000 80.00 .00 .00 467.10 15500.00 486.67 .00 488.73 58.44 12.34 1636.51 2027.61 * 25085.000 80.00 .00 .00 467.10 15500.00 486.14 .00 489.67 106.96 15.09 1027.09 1498.74 14NOV96 13:05:10 PAGE 14 SECNO XLCH ELTRD ELLC ELMIN Q CNSEL CRINS EG lO*KS VCH AREA .01K 25135.000 50.00 .00 .00 467.00 15500,00 487,24 .00 489.02 47,66 11,53 1753.54 2245.12 25135.000 50.00 .00 .00 467.00 15500.00 487.36 .00 490.19 75.86 13.50 1147.90 1779.66 25185.000 50.00 .00 .00 467.60 15500.00 488.41 .00 489.28 25.11 9.80 2680.43 3093.26 * 25185.000 50.00 .00 .00 467.60 15500.00 489.32 .00 490.56 29.09 10.91 2074.37 2874.03 25235.000 50.00 .00 .00 467.90 15500.00 488.60 .00 489.38 18.65 8.45 2802.92 3589.22 25235.000 50.00 .00 .00 467.90 15500.00 489.61 .00 490.70 23.43 9.21 2019.03 3202.17 * 25285.000 50.00 .00 .00 467.40 15500.00 488.08 .00 489.78 48.58 12.75 2001.58 2223.95 * 25285.000 50.00 .00 .00 467.40 15500.00 488.62 .00 491.35 62.90 14.83 1368.10 1954.38 * 25335.000 50.00 .00 .00 467.30 15500.00 489.37 .00 489.99 15.70 6.96 2945.38 3912.06 * 25335.000 50.00 .00 .00 467.30 15500.00 490.88 .00 491.67 15.16 7.35 2300.32 3980.28 25385.000 50.00 .00 .00 467.90 15500.00 489.58 .00 490.08 13.57 6.32 3319.82 4207.18 25385.000 50.00 .00 .00 467.90 15500.00 491.07 .00 491.76 13.68 6.84 2497.07 4191.04 25470.000 85.00 .00 .00 468.00 15500.00 489.61 .00 490.25 12.97 7.03 3308.07 4304.21 25470.000 85.00 .00 .00 468.00 15500.00 491.22 .00 491.87 10.57 6.80 2762.10 4766.69 25500.000 30.00 486.90 485.00 468.70 15500.00 490.42 .00 490.89 8.11 6.06 4013.95 5443.58 25500.000 30.00 486.90 485.00 468.70 15500.00 492.16 .00 492.67 7.13 6.06 3041.13 5805.98 25585.000 85.00 .00 .00 468.90 15500.00 490.32 .00 491.16 15.04 8.08 2844.53 3996.50 25585.000 85.00 .00 .00 468.90 15500.00 492.13 .00 492.85 10.95 7.39 2722.84 4684.10 * 25635.000 50.00 .00 .00 468.80 15500.00 489.97 .00 491.45 33.77 11.08 2255.76 2667.09 * 25635.000 50.00 .00 .00 468.80 15500.00 491.86 .00 493.06 23.04 9.89 2213.37 3229.28 25685.000 50.00 .00 .00 469.10 15500.00 490.75 .00 491.64 21.45 8.22 2626.43 3347.06 25685.000 50.00 .00 .00 469.10 15500.00 492.35 .00 493.19 16.33 7.75 2390.33 3835.23 14NOV96 13:05:10 PAGE 15 IO0-YEAR FLOOD PLAIN-IST SUHHARY PRINTOUT TABLE 150 SECNO Q CWSEL DZFWSP DIFVSX DIFKNS TOPNID XLCH 18500.000 16250.00 466.83 .00 .00 .00 666.07 .00 18500.000 16250.00 467.83 1.00 .00 1.00 350.00 .00 18514.000 16250.00 466.33 .00 -.50 .00 162.03 14.00 18514.000 16250.00 467.59 1.26 -.24 1.26 165.18 14.00 18515.000 16250.00 466.25 .00 -.08 .00 156.54 1.00 18515.000 16250.00 467.54 1.28 °.05 1.28 160.02 1.00 18565.000 16250.00 466.60 .00 .34 .00 157.58 50.00 18565.000 16250.00 467.7'5 1.13 .19 1.13 160.41 50.00 18566.000 16250.00 466.47 .00 -.13 .00 161.78 1.00 18566.000 16250.00 467.60 1.13 -.13 1.13 165.03 1.00 18600.000 16250.00 468.59 .00 2.12 .00 375.00 34.00 18600.000 16250.00 469.34 .75 1.74 .75 375.00 34.00 18615.000 16250.00 468.67 .00 .08 .00 402.00 15.00 18615.000 16250.00 469.40 .73 .06 .73 402.00 15.00 18650.000 16250.00 468.53 .00 .14 .00 425.00 35.00 18650.000 16250.00 469.31 .78 -.10 .78 425.00 35.00 19034.000 16500.00 469.65 .00 1.13 .00 548.95 384.00 19034.000 16500.00 469.94 .29 .63 .29 356.00 384.00 19160.000 16500.00 469.82 .00 .17 .00 552.32 126.00 19160.000 16500.00 470.32 .50 .38 .50 315.00 126.00 19320.000 16500.00 470.18 .00 .36 .00 592.61 160.00 19320.000 16500.00 470.70 .51 .37 .51 330.00 160.00 19550.000 16500.00 470.72 .00 .53 .00 636.65 230.00 19550.000 16500.00 471.52 .81 .82 .81 357.50 230.00 19662.000 16500.00 471.68 .00 .96 .00 700.76 112.00 19662.000 16500.00 472.85 1.17 1.33 1.17 418.00 112.00 20000.000 16500.00 471.98 .00 .30 .00 594.46 338.00 20000.000 16500.00 473.18 1.20 .33 1.20 370.00 338.00 20540.000 16500.00 472.97 .00 .99 .00 490.74 540.00 20540.000 16500.00 474.13 1.16 .95 1.16 370.00 540.00 .500 16100.00 473.83 .00 .86 .00 488.76 435.00 .500 16100.00 474.84 1.01 .71 1.01 350.00 435.00 14NOV96 13:05:10 PAGE 16 SECNO Q CNSEL DIFNSP DIFWSX DIFKWS TOPWID XLCH * .600 16100.00 473.66 .00 -.17 .00 469.84 390.00 * .600 16100.00 474.52 .86 -.33 .86 250.00 390.00 21690.000 16100.00 475.50 .00 1.84 .00 434.81 325.00 21690.000 16100.00 476.05 .55 1.53 .55 200.00 325.00 * 1.000 16100.00 478.55 .00 3.05 .00 288.54 530.00 * 1.000 16100.00 479.46 .91 3.41 .91 180.00 530.00 22600.000 16100.00 479.51 .00 .96 .00 286.82 380.00 22600.000 16100.00 480.52 1.01 1.06 1.01 200.00 380.00 2.000 16100.00 481.85 .00 2.35 .00 228.81 570.00 2.000 16100.00 482.70 .85 2.18 .85 180.00 570.00 * 23900.000 16100.00 484.51 .00 2.65 .00 377.96 ~0.00 * 23900.000 16100.00 485.10 .59 2.39 .59 350.00 ~0.00 3.000 16100.00 485.05 .00 .54 .00 309.79 465.00 3.000 16100.00 485.50 .45 .40 .45 220.00 465.00 * 4.000 16100.00 485.79 .00 .74 .00 234.82 560.00 * 4.000 16100.00 486.33 .54 .83 .54 200.00 560.00 5.000 15500.00 486.76 .00 .97 .00 355.15 145.00 5.000 15500.00 487.03 .27 .70 .27 210.00 145.00 24930.000 15500.00 487.22 .00 .47 .00 285.11 220.00 24930.000 15500.00 487.65 .42 .62 .42 230.00 220.00 6.000 15500.00 487.00 .00 -.22 .00 275.63 90.00 6.000 15500.00 487.34 .34 -.31 .34 180.00 90.00 * 25085.000 15500.00 486.67 .00 -.33 .00 247.18 80.00 * 25085.000 15500.00 486.14 -.54 -1.20 -.54 90.00 80.00 25135.000 15500.00 487.24 .00 .56 .00 236.27 50.00 25135.000 15500.00 487.36 .12 1.22 .12 89.00 50.00 25185.000 15500.00 488.41 .00 1.18 .00 374.38 50.00 * 25185.000 15500.00 489.32 .90 1.96 .90 174.00 50.00 25235.000 15500.00 488.60 .00 .19 .00 406.24 50.00 25235.000 15500.00 489.61 1.01 .29 1.01 155.45 50.00 * 25285.000 15500.00 488.08 .00 -.52 .00 368.17 50.00 * 25285.000 15500.00 488.62 .54 -.99 .54 142.41 50.00 * 25335.000 15500.00 489.37 .00 1.29 .00 429.27 50.00 * 25335.000 15500.00 490.88 1.51 2.26 1.51 181.59 50.00 14NOV96 13:05:10 PAGE 17 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 25385.000 15500.00 489.58 .00 .21 .00 497.20 50.00 25385.000 15500.00 491.07 1.49 .19 1.49 203.61 50.00 25470.000 15500.00 489.61 .00 .03 .00 656.45 85.00 254?0.000 15500.00 491.22 1.61 .15 1.61 232.00 85.00 25500.000 15500.00 490.42 .00 .81 .00 755.84 30.00 25500.000 15500.00 492.16 1.74 .93 1.74 232.00 30.00 25585.000 15500.00 490.32 .00 -.10 .00 600.24 85.00 25585.000 15500.00 492.13 1.80 -.03 1.80 230.00 85.00 * 25635.000 15500.00 489.97 .00 -.35 .00 454.12 50.00 * 25635.000 15500.00 491.86 1.89 -.27 1.89 220.00 50.00 25685.000 15500.00 490.75 .00 .77 .00 515.13 50.00 25685.000 15500.00 492.35 1.60 .49 1.60 220.00 50.00 14NOV96 13:05:10 PAGE 18 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 18650.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25185.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25285.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25285.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 14NOV96 13:05:10 PAGE 19 FLOOOWAY DATA, IO0-YEAR FLO00 PLAIN-1ST PROFILE NO. 2 ....... FLOODWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOOWAY FLOODWAY 18500.000 350. 2770. 5.9 467.8 466.8 1.0 18514.000 165. 1732. 9.4 467,6 466.3 1.3 18515.000 165. 1665. 9.8 467.6 466.3 1.3 18565.000 165. 1703. 9.5 467.7 466.6 1.1 18566.000 165. 1742. 9.3 467.6 466.5 1.1 18600.000 375. 3814. 4.3 469.3 468.6 .7 18615.000 402. 4033. 4.0 469.4 468.7 .7 18650.000 425. 3345. 4.9 469.3 468.5 .8 19034.000 356. 3006. 5.5 470.0 469.7 .3 19160.000 315. 2896. 5.7 470.3 469.8 .5 19320.000 330. 2844. 5.8 470.7 470.2 .5 19550.000 357. 2804. 5.9 471.5 470.7 .8 19662.000 418. 3711. 4.4 4?2.9 471.7 1.2 20000.000 370. 3530. 4.7 473.2 472.0 1.2 20540.000 3?0. 3?66. 4.4 474.2 473.0 1.2 .500 350. 4226. 3.8 474.8 473.8 1.0 .600 250. 1879. 8.6 474.6 47'3.7 .9 21690.000 200. 1631. 9.9 476.1 475.5 .6 1.000 180. 2022. 8.0 479.4 478.5 .9 22600.000 200. 1991. 8.1 480.5 479.5 1.0 2.000 180. 1955. 8.2 482.7 481.9 .8 23900.000 350. 3267. 4.9 485.1 484.5 .6 3.000 220. 2566. 6.3 485.5 485.1 .4 4.000 200. 1994. 8.1 486.3 485.8 .5 5.000 210. 2322. 6.7 487.1 486.8 .3 24930.000 230. 2910. 5.3 487.6 487.2 .4 6.000 180. 2031. 7.6 487.3 487.0 .3 25085.000 90. 1027. 15.1 486.2 486.7 -.5 25135.000 89. 1148. 13.5 487.3 487.2 .1 25185.000 174. 2074. 7.5 489.3 488.4 .9 25235.000 155. 2019. 7.7 489.6 488.6 1.0 25285.000 142. 1368. 11.3 488.6 488.1 .5 25335.000 182. 2300. 6.7 490.9 489.4 1.5 25385.000 204. 2497. 6.2 491.1 489.6 1.5 25470.000 232. 2762. 5.6 491.2 489.6 1.6 25500.000 232. 3041. 5.1 492.1 490.4 1.7 25585.000 230. 2723. 5.7 492.1 490.3 1.8 25635.000 220. 2213. 7,0 491.9 490.0 1.9 25685.000 220. 2390. 6.5 492.3 490.7 1.6