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FS9904-SY020918
Duplicate Effective Floodway Model * DEC -2 WATER SURFACE PROFILES ' ' Version 4.6.2; May 1991 ' RUN DATE 18SEP02 TIME 08:29:56 x • U.S. ARMY CORPS OF ENGINEERS x • HYDROLOGIC ENGINEERING CENTER ' 609 SECOND STREET, SUITE D x ' DAVIS, CALIFORNIA 95616 -4687 ' (916) 756 -1104 x ,,.,u,,,xw w « «,x,,,,wwx •xx « +rwwx, 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 1 ISSEP02 08:29:56 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 DENTON CREEK T2 DENTON CREEK T3 DENTON CREEK J1 ICHECK INQ 0 4 J2 NPROF IPLOT 1 0 MANSIONS BY LAKE AS -BUILT 100 YR DISCHARGE PROFILE FIS TEXAS FILE: "ASBL NINV IDIR STRT 0 0 0 PRFVS XSECV XSECH 1 PAGE 1 THIS RUN EXECUTED ISSEP02 08:29:56 DAI /RES 12/98 W/ FLOODWAY 'FW2 - IH2" METRIC HVINS Q WSEL FQ 0 0 0 453.52D5 FN ALLDC IBW CHNIM ITRACE J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 150 200 J5 LPRNT NUMSEC x'" "'`REQUESTED SECTION NUMBERS- "' «" -10 34850 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL ;S9123114F) WITH CROSS SECTIONS 268 +80 THROUGH 313«35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. QT 8 20600 20600 20600 20600 20600 20600 20600 20600 NC .055 .055 .035 .1 .3 ET 2494. 2742. 2.1 7.1 2494. 2743. xi 25530 45 2495.2 2742.67 700 560 700 OR 469.5 500 460.5 600 455.6 7DD 452.9 800 450.4 900 OR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 OR 451 1500 451.4 1600 451.6 17DO 451.5 1800 452.7 19DO GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400 OR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 2670 GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 3100 OR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 3620 OR 456.9 3680 458.0 3825 458.4 3905 456.7 4000 457.7 4100 OR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.6 4600 ET 2495 2780 2.1 7.1 2495 2780 0 X1 25770 40 2495.2 2780 240 240 240 GR 469.5 500 460.5 600 455.6 700 452.9 B00 450.4 900 OR 449.9 1D00 451.1 Ii00 450.6 1200 451.3 1300 450.8 1400 OR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 OR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400 OR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 1.8 EEP02 08 :29:56 PAGE 2 OR 456.0 2780 456.8 2845 456.6 3060 457.6 3210 457.8 3230 OR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 3515 GR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 4360 QT 0 21300 21300 21300 21300 21300 21300 21300 21300 NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 .055 NH 5200 NOTE: OR POINTS 3500, 3650, AND 3920 CORRECTED PER DF.WSERRY -DAVIS FIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992- AHHA. Page 1 of 20 Duplicate Effective Floodway Model ET 0 2619. 5200. 2.1 1199.0 7.1 2619.58 3200. .04 2106.0 X1 26830 42 2619.50 3100 1030 960 1010 1149.0 7.1 X1 GR 464.9 550 461.9 600 459.1 700 455.9 800 452.9 900 OR 451.7 1000 451.3 1100 451.2 1200 450.9 1300 451.1 1400 GR 452.8 1500 452.8 1600 452.4 1700 453.2 1800 453.1 1900 GR 453.3 2000 454.2 2100 454.4 2200 455.3 2300 456 2400 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 2702 436.74 2738 GR 456.91 2618.65 457.8 2900 451.6 3000 448.7 3005 436.3 3027 OR 436.5 3062 452 3100 454 3200 452 3230 452 3290 GR 452.0 3500 452 3650 452.0 3920 456.3 4000 460 4250 GR 461.9 5100 465 5200 7.1 X1 27748 39.0 1071.0 AHHA CROSS SECTION - 16 APRIL '92 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 NOTE: SECTIONS 268.80 THRU 313.35 FROM PROPOSED GRADING PLAN FOR THE COPPELL 450.0 1286.0 GR 459.2 COMMUNITY PARK. AHHA. 1499.0 450.0 1516.0 OR 450.0 1583.0 455.0 NOTE: SECTIONS 268.80 THROUGH 313.35 A.O.H. FLOODWAY SET AT 100 YEAR 1666.0 450.7 1681.0 451.0 1696.0 CWSEL END STATION 1836.0 451.0 1940.0 450.0 2045.0 GR 446.6 2252.0 BEGIN PROPOSED PARK IMPROVEMENTS 2258.0 446.6 2259.0 GR 451.0 2683.0 452.0 2733.0 NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 NH 1634.0 .045 2761.0 .065 NH 1600.0 .040 2336.0 .035 2408.0 ET ET 7.1 1012.0 2668.71 27992 42.0 X1 26880 35.0 1012.0 1585.0 32 479 50 1061.0 450.0 1081.0 GR 461.5 1012.0 455.0 1036.0 450.0 1060.0 436.76 1113.0 436.76 1100.0 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 456.0 1666.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453.8 2084.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.D ET 7 -1 985.0 2610 -10 X1 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 1137.0 GR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 1306.0 OR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 1420.0 GR 452.0 1433.0 451.0 1558.0 450.0 1603.0 449.0 1808.0 448.5 1909.0 OR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 2460.0 OR 452.0 2505.0 455.0 2607.0 459.0 2658.0 185E2O2 08:29:56 PAGE 3 NH 0 .05 1054.0 .04 1199.0 .065 NH 1544.0 .04 2106.0 .035 2490.0 .040 ET 437.04 1104.0 437.D4 1149.0 7.1 X1 27449 39.0 1014.0 1534.0 240 248 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 GR 455.0 1354.0 456.4 1366.0 455.0 1413.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 OR 453.0 1610.0 453.0 1668.0 452.0 1826.0 OR 449.0 2066.0 446.6 2106.0 446.6 2150.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 OR 453.0 2687.0 454.0 2700.0 455.0 2734.0 APPROXIMATE 2083.0 LOCATION PIS SECTION 280.80 2629.0 448.0 2636.0 VALUE LOWERED FOR PROPOSED CONDS. THRU LAKE EXPANSION AREA HE 8 .05 1109.0 .04 1253.0 .065 NH 1616.0 .040 2252.0 .035 2629.0 .040 ET 7.1 X1 27748 39.0 1071.0 1606.0 324 262 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 GR 450.0 1253.0 455 -0 1275.0 450.0 1286.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 OR 450.0 1583.0 455.0 1594.0 456.5 1606.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 GR 452.0 1836.0 451.0 1940.0 450.0 2045.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 VALUE LOWERED THRU LAKE EXPANSION AREA NH 8 .05 1081.0 .04 1224.0 .065 NH 1600.0 .040 2336.0 .035 2408.0 .040 ET 7.1 X1 27992 42.0 1041.0 1543.0 213 309 GA 460.0 1041.0 455.0 1061.0 450.0 1081.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 GA 450.0 1482.0 455.0 1508.0 458.0 1528.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 OR 449.0 2262.0 448 -0 2322.0 446.6 2336.0 OR 448.0 2424.0 449.0 2444.0 450.0 2475.0 OR 455.0 2587.0 460.0 2617.0 NH In .05 1061.0 .04 1214.0 .065 NH 1419.1 .040 1566.0 .035 2024.0 .040 1427.0 .04 1499.0 .07 2761.0 1014.0 2736.39 284 437.04 1104.0 437.D4 1149.0 457.6 1280.0 455.0 1322.0 450.0 1427.0 435.6 1470.0 457.5 1534.0 455.0 1544.0 451.0 1944.0 450.0 2042.0 446.6 2183.0 446.6 2415.0 451.0 2637.0 452.0 2657.0 459.0 2761.0 1516.0 .04 1503.0 .07 2789.0 1071.0 2767.54 299 437.18 1160.0 437.18 1202.0 458.0 1371.0 459.0 1426.0 435.2 1530.0 435.3 1557 -0 455.0 1616.0 452.0 1644.0 452.0 1713.0 452.4 1728.0 449.0 2083.0 440.0 2149.0 446.6 2629.0 448.0 2636.0 459.0 2789.0 1391.0 2617.0 1041.0 244 437.28 459.7 436.0 458.6 449.0 449.9 446.6 451.0 1275.0 2218.0 .04 1482.0 2589.08 1132.0 437.20 1302.0 459.7 1410.0 435.6 1543.0 458.0 1631.0 448.0 2050.0 449.9 2340.0 446.6 2526.0 452.0 .04 1353.0 .035 2297.0 07 1173.0 1339.0 1452.0 1558.0 1666.0 2160.0 2408.0 2565.0 07 04 Page 2 of 20 Duplicate Effective Floodway Model NH 2496.0 ET 7.1 1021.0 2470.91 X1 28160 32.0 1021.0 1419.0 167 223 176 GR 460.0 1.021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 OR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 OR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 OR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 44B .4 2125.0 448.0 2198.0 446.6 2218.0 105EP02 00:29:56 PAGE 4 OR 446.6 2297.0 448.0 2319.0 449.0 2339.0 450.0 2384.0 451.0 2437.0 OR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION PIS SECTION 288,70 QT 0 21300 21300 21300 21300 21300 21300 21300 21300 NH 8 .05 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 ET 7.1 1215.0 2570.64 X1 26492 32.0 1215.0 1605.0 406 307 324 OR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 OR 937.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 OR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 OR 450.0 1572.0 455.0 1583.0 459.2 16D5.0 455.0 1650.0 453.0 1689.0 OR 450.0 1735.0 449.0 1702.0 448.0 1822.0 446.6 1842.0 446.6 2364.0 OR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 OR 455.0 2576.0 460.0 2599.0 NH 10 .OS 1321.0 .04 1537.0 .065 1576.0 .09 1643.D .07 NH 1689.0 .040 1830.0 .035 1945.0 .040 2150.0 .035 2350.0 .04 NH 2543.0 ET 7.1 1280.0 2516.67 X1 28720 40.0 1280.0 1689.0 173 338 228 OR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 OR 459.9 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 OR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 OR 450.0 1746.0 449.0 1750.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 OR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 OR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 OR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 NH 1699.0 .040 2703.0 ET 2526 2.1 7.1 1289.0 2526.00 X1 2BB90 45.0 1289.0 1696.0 153 194 170 OR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 13BB.0 OR 437.71 1433.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 OR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 OR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 GR 460.0 1709.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 OR 448.0 1802.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 GR 450.0 2253.0 440.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 OR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526 .0 456.5 2526.0 OR 456.5 2555.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 APPROXIMATE LOCATION FIS SECTION 296{10 NH 4 .05 1318.0 .04 1542.D .07 1654.0 .040 2490.0 ET 7.1 1264.0 2359.22 X1 29124 29 1264.0 1620.0 161 337 234 OR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 1367.0 OR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 1542.0 OR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 1693.0 OR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 2015.0 OR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 2333.0 185EP02 00:29:56 PAGE 5 OR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 Kra 2777.0 ET 7.1 1168.0 2590.89 X1 29651 46.D 1168.0 1615.0 600 404 527 OR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 GR 438.06 1320.0 450.0 1368.0 455.0 1307.0 459.0 1410.0 459.0 1427.0 OR 45B.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 OR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.D 450.0 1670.0 449.D 1710.0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 OR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 OR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.D 2523.0 OR 457.0 255B.D 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 OR 459.0 2604.0 459.0 2772.0 460.0 2777.0 NH 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 NO 1654.0 .040 1770.0 .035 2090.0 .045 2396.0 .075 2434.0 .045 NH 2771.0 ET 7.1 1147.0 2421.32 X1 29031 47 1147.0 1570.0 171 197 180 OR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 OR 438.14 1296.0 450.0 1343.0 455.0 1161.0 460.0 1377.0 461.0 1386.0 Page 3 of 20 Duplicate Effective Floodway Model GR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 GR 439.3 1510.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 OR 459.8 1586.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 GR 449.0 1735 -0 447.9 1770 -0 4471 9 2090.0 450.0 2100.0 455.0 2127.0 OR 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 GR 458.0 2388.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 OR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 OR 455.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION FIS SECTION 305«70 ED 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 ET 7.1 1128.0 2140.64 X1 30027 34 1128.0 1525.0 148 299 196 OR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 OR 438.23 1267.0 450.0 1314.0 455.0 '_340.0 458.2 1377.0 455.0 1409.0 OR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 OR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 161910 459.6 1672.0 OR 459.0 1740.0 457.0 1758.0 456.0 178D.0 455.0 1790.0 451.0 1821.0 OR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.D 2068.0 OR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 NH 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.D .045 1694.0 .07 1951.0 .045 1977.0 -07 2150.0 ET 7.1 1045.0 1994.78 PAGE 6 105EP02 08:29:56 X1 30384 46.0 1045.0 1447.0 371 410 357 GR 462.0 1045.0 460.0 1053.D 455.0 1073.0 450.0 1095.0 436.14 1142.0 OR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 OR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 GR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 OR 460.0 1504.0 460.0 1570.0 459.B 1640.0 459.0 1650.0 455.0 1658.0 OR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 GR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 GR 460.0 2150.0 APPROXIMATE LOCATION FIS SECTION 312,30 NH 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 4IH 1469 .045 1496 .07 1601 .040 1B31 .045 1895 0.07 NN 2395 ET 7.1 1014 2149.69 %1 30604 49 1014 1350 269 319 220 OR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 430.55 1109 OR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 OR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 GR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 OR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 OR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 OR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 OR 452.0 1751 455.0 1796 458.0 1031 458.0 1863 455.0 1867 OR 450.D 1876 447.0 1885 447.0 1095 450.0 1896 455.D 1917 GR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 ITS 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .0450 2173 .0700 2504.0 ET 7.1 1048.0 2300.64 X1 30958 33 1048.0 1285.0 303 302 354 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 OR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 GR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 GR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 21.77.0 456.0 2196.0 OR 457.0 2232.0 459.0 2380.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 NH 2103.0 .0450 2124.0 .0700 2193.0 ET 7.1 1037 -0 2171.32 X1 31335 32 1037.0 1204.0 317 344 37 - ) OR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 OR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.D 461.0 1204.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 OR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 OR 456.0 1739.0 456.0 1299.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 OR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2160.0 OR 460.0 2100.0 461.0 2193.0 ENO AHH CROSS SECTION 18EEP02 00:29:56 PAGE 7 CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. NO .055 .055 .035 .5 .7 ET 3040. 6180. 2.1 7.1 3040. 4400, X1 32150 40 3400 3525 160 100 170 Page 4 of 20 Duplicate Effective Floodway Model GR 470 1000 461 1600 461 1803 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GR 461.5 3300 460.5 3400 437 3 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 0.0 0.0 0. 0. 0. 0. 0. NH 5. .055 3390.5 .015 3539.5 .055 4366. .02 4411. .05 NH 5734. ET 0. 3050. 6260. 2.1 7.1 3050. 4440. 0. 0. X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. 0. 0. BT -9. 3380. 465. 463. 3552. 465. 463. 3600. 466. BT 3740. 464. 3080. 463.6 3960. 464. BT 4190. 466. 4340. 466.9 465.4 4411. 466.8 465.4 GR 472. 900. 467. 1310. 462. 1700. 460.5 2000. 461.5 2200. GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430. 459.5 2520. CR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000. 462. 3280. GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 3432. GR 463.0 3432.01 463.0 3434.99 445, 3435. 435.0 3455. 435. 3475. GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505. GR 461.5 3539.5 460. 3550. 465. 3552. 466, 3600. 464. 3740. GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340. GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366. CR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411. 466.8 4434. GR 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834. 463.5 4934. GR 464.4 5014. 466. 5734. ET 0. 3050. 6260. 2.1 7.1 3050, 4440. 0. 0. X1 32230. 0. 0. 0. 50. 50. 50. 0. 0. 0. X2 0. 0. 0. 1. QT B. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 14900. NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. 0. 0. ET 0. 3040. 6180. 2.1 7.1 3040. 4400. 0. 0. X1 32250. 41. 3400. 3525. 1. 1. 1. GR 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100. GR 457. 2200. 457. 2220. 459. 232D. 456.5 2620. 455. 2640. GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. GR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525. GR 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280. GR 456. 4350. 452- 4350. 453.5 4380. 457.5 440D. 458. 4520. 185EP02 08:29:56 PAGE 0 GR 461. 4720. 461. 5100. 462, 5200. 462, 5460. 464. 5800. GR 470. 6180. 0. 0, 0. 0. C. 0. 0. 0. NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. ET 0. 0.0 0.0 0.0 7.1 1825. 3316. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135, 465. 220. 465. 1323. 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1090. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445- 2253. 450. 2263. GR 455. 2201. 460. 2325, 461. 3050. 460. 3140. 459. 3160. GR 458. 3200. 457, 3218. 455. 3265. 452. 3283. 451. 3209. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400, 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470, 4000. NH 6. 0.050 1273. 0 -055 1568, 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. ET 0. 0.0 0.0 0.0 7.1 1634. 3632. %1 32725. 53. 1940. 2150. 300. 520. 420 GR 470. 0.0 470. 3.D 470. 0.0 470- 0.0 470. 0.0 GR 465. 010 464. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1566. 453. 1592, 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2060. 455. 2090- 460. 2124. 461. 2150. GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459, 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462, 3850. 463. 3865. CR 464. 3875. 465. 3890. 470. 3960. QT 8. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 14900. Mi 5. 0.050 1305.9 0.055 1420.6 0.060 1752. 0.045 1960. 0.055 M 3560 ET 0. D.D 0.0 0.0 7.1 1390. 1960. X1 33145, 42. 1390. 1960. 385. 290. 420. X3 10. C.R 470. -175. 470. -175. 470- -175. 470. 175. 465. -175. GR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 GR 452. 1485. 451.75 1515, 452. 1545. 453. 1620. 463. 1660. GR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. Page 5 of 20 Duplicate Effective Floodway Model GR 450. 1825. 445. 1835, 440. 1848. 439. 1852. 438.4 1862. GR 439. 1890. 440. 1870. 445. 1889. 450. 1898. 455. 1903. OR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. GR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. OR 462. 3510- 470. 3560. 185EP02 00:29:56 PAGE 9 NH 4. 0.055 1310.0 0.060 1360. 0.045 1603, 0.055 2537. ET 0. 010 0.0 D.0 7.1 1135. 1603. X1 33470. 43. 1135. 1603. 315. 260. 325. X3 10. OR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. OR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. OR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1620. GR 456.2 1650. 454. 167D. 454. 1745. 456.2 1765. 456. 1785. GR 460. 1815. 460. 1965. 458. 2005. 458. 2065. 460. 2100. OR 461.2 2245. 461. 2515. 466. 2537. NE 5. 0.055 '_201. 0.060 1280. 0.045 1392. 0.055 1825. 0.050 NH 1845. ET 0. 0.0 0.0 0.0 7 -1 068. 1480. X1 34260. 34. 868. 1520. 830. 250. 790. X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. 053. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. OR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1301. GR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. GR 461. 1620. 461. 1825. 462. 1830. 466. 1845. NH 5. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1533. 0.055 NH 1575. ET 0. 0.0 0.0 0.0 7.1 660. 1500. %1 34650. 25. 1310. 1533. 520, 640. 590. 0.0 0.0 0.0 X3 10. 0. 0. 0. 0. 0. U. 0. 0. D. GR 465. 0.0 465. 648. 461. 660. 461. 66D, 461. 1005. GR 462.0 1030. 463. 1210. 464, 1270. 464.3 1310. 460. 1330. GR 455- 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450, 1435. 455. 1442. 460. 1470. GR 462. 1484, 464. 1533. 465. 1548. 466. 1560. 467. 1575. ET 0. 0.0 0.0 0.0 7.1 660. 1520. NH 5. .050 355. .055 1005. .060 1310. .045 1520. .055 NH 1575. X1 34950. 2B. 1310. 1520. 110. 90. 100. OR 470. -360. 465. -380. 464. -260. 463. -240. 463. -70. GR 463.48 0. 463. 62. 462 - 190. 461- 355. 461, 1005. GR 462. 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. GR 464. 1520. 466, 1560. 467, 1575. 185EP02 09:29:56 PAGE 10 ET 0. 0.0 0.0 010 7.1 2700 3400 NH 5. .050 1370. .055 2057. .060 3106. .045 3233. .055 NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TORO LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TORO. RES /DAI 12/98 X1 35700 30 3106 3233 750 750 750 GR 470.00 1000 468.00 1250 465.60 1370 463.20 1754 462.20 1940 GR 463.10 2057 462.00 2127 460.40 2331 460.40 2471 462.00 2524 OR 462.00 2962 460.00 3106 458.00 3127 450.00 3153 444.00 3158 GR 439.50 3108 444.00 3219 450.00 3223 460.00 3233 462.00 3273 GR 462.50 3303 460.30 3348 462.00 3401 464.00 3426 467.00 3420 GR 467.20 3549 468.00 3678 469.00 3815 470.00 3957 472.00 4220 ET 0. 0.0 0.0 0.0 7.1 2825 3525 NH 5. .060 2260. -055 2720. .060 3028- .045 3170. .OhO NH 3550. SEC'PION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO GR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBANK LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO AND INEFF. FLOW AREA. RES /DA X1 36250 29 3028 3170 530 530 550 OR 472.00 1000 470.00 1000 468.00 1150 467.30 1500 467.00 21.00 GR 464.00 2140 464.80 2260 462.00 2460 460.70 2500 460.70 2600 GR 464.70 2720 464.00 2903 462.00 2965 460.00 2993 458.00 3028 GR 450.00 3051 444.00 3055 439.80 3086 444.00 3116 450.00 3123 GR 460.00 3138 462.00 3150 462.00 3170 448.00 3250 448.00 3470 GR 463.00 3495 463.00 3505 460.00 3550 472.00 3550 QT 81 15600. 15600. 15600. 15600. 15600. 15600. 15600, 15600, ET 0. 0.0 0.0 0.0 7.1 2900. 3835. NC .1 -3 0. 01 0. 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. 0.045 3060. 0.060 NH 3960. O.D50 4070. D. 0. 0. 01 0- U. 0. Page 6 of 20 Duplicate Effective Floodway Model LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOED. RES /DAI 12/99 EXIS. POND IN RT. OVERBANK X1 36970. 36. 2900. 3060. 600. 6D0. 720. GR 483. 1000. 477.5 1D50. 475. 1200. 475. 1430. 470. 2330. GR 466. 2530. 462. 2620. 462. 2 463.5 2800. 462. 2850. GR 465. 2900. 459. 2930. 453.5 2930. 444. 2930. 440. 2937. OR 442.7 2970. 450.6 2975. 454. 2985. 456. 2990. 462. 3060. GR 463.3 3200. 462. 3300. 462. 3400. 464. 3430. 464.5 3570. GR 463.0 3645. 460. 3658. 457. 3690. 457. 3730. 460. 3765. GR 463.0 3790 465. 3815. 468.5 3835. 469. 3960. 469. 3990. OR 473. 4070. ET 7.1 1780 2710 NH 4. .055 2000. .045 2160. .055 2400. .040 2730 SECTION ADDED FROM TOED. RES 318197 X1 37600. 22. 2000. 2160. 570. 350. 630. OR 471. 650. 470. 1220. 468. 1460. 466. 1540. 464. 1570. GR 462. 1720. 461.5 1900. 461. 1950. 460. 2000. 445. 2065. GR 440. 2105. 445. 2120. 460. 2160. 460. 2400 460 2400 GR 461 2570. 462 2610 461 2650 458 2680 452 2700 GR 452 2730, 470 2730 10GEP02 08:29:56 PAGE 11 ET 7.1 1630 2430 NH 4. .055 2055. .045 2135. .055 2185 .040 2455 SECTION ADDED FROM TORO. RES 318197 X1 37800 25 2020. 2185. 50. 100, 200. OR 470. 1100. 468 1350 466 1400 464 1450 462 1600 GR 462. 1720. 461.5 1800 462 1850 463 1900 462 2020 GR 450. 2055 445. 2077 440 2100 445 2125 450 2135 GR 460. 2185 461. 2215 457 2260 451 2280 451 2360 GR 457 2380 459.7 2400 464 2401 464 2455 470 2455 ET 7.1 1700 2520 NI 5. .05 1540. .06 2100. .045 2260. .040 2320 .040 NH 2570 SECTION ADDED FROM TOPO, AS -BET SURVEY. RES 12/98 X1 37990. 36, 2100. 2260. 210 280 190 GR 473.2 1000. 472. 1250- 410. 1360. 468. 1400. 468. 1450. OR 468. 1540. 464. 1560. 466. 1600. 464. 1650. 462. 1670. OR 462. 1900. 464. 2000. 466. 2050- 467. 2100. 466. 2110. GR 464. 2120. 462. 2125. 460. 2130. 450. 2160. 444. 2170. GR 441. 2200. 444. 2208. 45D. 2220. 460. 2250. 462. 2260. GR 462. 2260. 462. 2320. 459. 2345. 457. 2370. 451. 2390. GR 451, 2455. 458. 2475. 460. 2475. 463. 2525. 464. 2570. OR 473. 2570. ET 7.1 1700 2530 NH 5. .05 1540. .06 2100. .045 2260. .055 2260. .04 NH 2595 SECTION ADDED FROM TOPS. RES 3/8/97 X1 38050. 36. 2100. 2260. 60 60 60 GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 464. 1560. 466. 1600. 464. 1650. 462. 1670. GR 462. 1900. 464. 2000. 466. 205D. 467. 2100. 466. 2110. OR 464. 2120. 462. 2125. 460. 2130, 450. 2160. 444. 2170. GR 441. 2200. 444. 2208. 450. 2220. 460. 2250. 462. 2260. OR 462. 2260. 462. 2320. 459. 2345. 457. 2365. 451. 2385. GR 451. 2480. 457. 2505. 459. 2540. 463. 2575. 464. 2595. OR 473. 2595. ET 7.1 1751. 2600. ME 5. .05 1540. .06 2100. .045 2270. .055 2295. .045 NH 2640. X1 38200. 40. 2100. 2270. 150. 150. 150. GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 466. 1570. 464. 1600. 462. 1650. 461. 1760. GR 462. 1930. 464. 2050, 466. 2070. 467.4 2100. 466. 2120. OR 464. 2125. 462. 2135. 460. 2142, 450. 2160. 444. 2170. OR 441. 2185. 444. 2200. 450. 2215. 460. 2255. 462. 2270. GR 462. 2295. 462. 2330. 457. 2375. 451. 2395. 451. 2410. GR 457. 2425. 464. 2465. 464. 2460, 457. 2530. 451. 2550. GR 451. 2570. 457. 2588. 459. 2605, 464. 2640. 473. 2640. 18SEP02 08:29:56 PAGE 12 ET 7.1 1810 2610 NH 6. .06 19DO .05 2040 .06 2100 .045 2225 .05 NH 2300 .045 2620 SECTION ADDED FROM TORO. RES 318197 XI 38550. 32 2100 2225 340 330 350 OR 473.2 1340 470 1340 466 1490 466 1600 468 1640 GR 462 1700 461 1850 460.8 1900 462 1960 464 2000 GR 466 2040 466 2100 464 2110 462 2130 460 2140 GR 444 2175 441.2 2190 444 2205 460 2225 461.2 2300 GR 457 2355 457 2450 460 2480 457 2505 451 2525 GR 451 2555 457 2575 459 2595 462 2610 462 2610 GR 463 2620 473 2620 NT 5. .05 1275. .055 1540. .045 1675. .055 2175. .05 Page 7 of 20 Duplicate Effective Floodway Model NH 2310, ET 7.1 1360. X1 39290. 30. 1525. 1675. 600. 800. 740. GR 474. 1000. 472. 1030. 470. 1070. 460. GR 464. 1275. 462. 1320. 460.3 1345. 462. GR 464. 1525. 462. 1540. 460. 1550. 450. GR 441.88 1580. 445, 1600. 450. 1615. 46D. GR 458. 1750. 458. 1950. 460. 2000. 462. GR 466. 2180. 460. 2190. 470. 2200. 472. NH 6. 0.060 1050. 0.060 2000. 0.055 4040. NH 4710. 0 Oss 6040. 0. 0. 0. 0. ET 0. 0.0 0.0 0. 7.1 3921. %1 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. GR 484. 1800. 483. 2000. 480. 2100, 480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. GR 464. 4000. 468. 4025. 464. 4040. 444. GR 462.5 4150. 466.5 4210. 462.8 4400, 464. GR 481.5 4880. 483. 4970. 484. 5080. 482. GR 485. 5600. 486. 5730. 493.5 5830. 500. NH 6 .05 1090 .05 2360 .055 3760 NH 4950 .055 6200 ET 8.4 X1 39490 33 4030 4310 50 50 50 GR 502 100D 491.5 1090 479 2380 478.5 GR 477.5 3060 478.2 3175 477 3320 477 GR 465 3782 462.7 3885 462.3 3895 463 GR 462.6 3985 467.5 4030 463 4045 454.3 GR 442 4193 443.5 4217 462.5 4257 468.5 GR 464 4635 478.2 4670 478.5 4950 403.5 GR 495 5940 499 6120 500 6200 1 18SEP02 08:29:56 QT 8 15400 15400 15400 15400 15400 15400 NH 6 .05 1050 .055 2000 .055 4040 NH 4710 .D55 6040 ET Xi 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 GR 484 1000 483 2000 400 2100 480 GR 477 3450 477.3 3610 471.5 3730 465 GR 464 4000 468 4025 464 4040 444 GR 462.5 4150 468.5 4210 462.8 4400 464 GR 4B1.5 4880 483 4970 484 5080 482 GR 485 5600 488 5730 493.5 5830 500 QT 8 10200 10200 10200 10200 10200 10200 NH 6 .06 1200 .055 3750 .06 4730 NH 5410 .04 6200 ET X1 40650 32 4730 4815 1400 800 1110 GR 501 1000 497 1200 491.5 1800 489 GR 488.5 2950 489 3240 487.6 3750 480 GR 468.2 4320 465 4500 465 4600 465.5 GR 451.2 4770 440 4780 440 4800 449 GR 463 4860 467 4870 464 5080 465 GR 482.5 5410 484.2 5550 483.8 5790 486.8 GR 497.8 6150 499 6200 QT 0 9000 9800 9800 9800 9800 9800 NH 6 .06 1540 .055 2330 .055 2370 NH 3350 .06 5200 ET X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 GR 465.6 1710 464.8 1740 464.5 1880 467.2 GR 459 2355 457 2370 445.6 2375 446 GR 448.5 2405 454 2410 462.3 2430 466.5 GR 465.5 2630 467.8 3060 467.8 3170 475 GR 487.8 3380 489 3570 491 3980 491 GR 498.4 5020 501.5 5200 QT 8 9400 9400 9400 9400 9400 9400 NH 6 .05 1400 .05 2930 .055 4160 NH 4585 .06 5420 ET %1 51350 30 4160 4515 3600 3700 3350 GR 509 10DO 504 1100 492.6 1400 490.5 GR 479 2030 474.5 2230 472.9 2470 472.5 GR 471.3 3140 469.6 3400 468.7 3600 468.5 GR 470.5 4000 470.5 4100 490.3 4160 446.5 GR 470.3 4280 471 4315 469.4 4415 470.2 GR 482 4615 484 4675 498 5215 500 1 18SEP02 08:29:56 NH 6 .05 1300 .055 X400 .05 5570 NH 6120 .055 6230 2064 1115 1400 1560 1675 2150 2240 0.045 0. 4514 1330 2200 3790 4090 4600. 5380. 6040. 045 2480 478 3470 47B 3914 464 4155 442 4310 478.5 5380 483.5 15400 045 1330 2200 3790 4090 4600 5380 6040 10200 045 2400 4050 4630 4810 5120 5950 9800 .045 1540 1090 2365 2445 3240 4330 9400 .045 058 1600 487 185D 2690 474 2930 3800 468.5 3870 4200 447.5 4238 4515 483.8 4585 5330 505.5 5420 PAGE 14 .045 5670 .058 466. 464. 445. 460. 464. 474. 4150 0. 407. 477 463. 442. 466.5 482. 0. 4670 15400 4150 .05 487 1530 477 2480 463 3900 442 4110 466.5 4710 482 5460 10200 4815 .045 490.2 473 464.8 457.8 471 495.5 9BOD 2445 474 469 446.8 471 474.5 488.5 9400 4515 2700 4100 4730 4815 5170 6130 .06 1590 2330 2395 2500 3350 4740 1200. 1450. 1565, 1710. 2175. 2310. 0.060 a. 1530. 2480. 3900. 4110. 4710. 5460. 0. 05 2670 3760 3965 4103 4505 5520 PAGE 13 Page 8 of 20 Duplicate Effective Floodway Model ET X1 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 494 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 4'13 5700 472 5900 473 6000 OR 47B 6100 481.4 6120 490 6170 510 6230 81H 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 ET X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 407 1300 484 1500 4B6 1550 OR 489 1900 480 2000 475 2500 475 2600 471 3000 OR 472 3600 472 3900 473 4000 476 4240 470 4250 GR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 ET 7.1 3800 4415 X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.6 1850 4728 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 OR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 OR 476 4630 500 4760 502 4800 185EP02 00:29:56 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS LBANK ELEV Q QLOB QCH QROB ALOE ACH ARCH VOL TWA R BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST - SECNO 34850.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 3495 OVERSANK AREA ASSUMED NON - EFFECTIVE, ELLEA= 464.30 ELREA= 464.00 34850 -000 23.26 462.56 .00 .00 463.68 1.12 .70 .29 464.30 14900.0 .0 14900.0 .0 .0 1752.7 .0 1171.1 190.0 464.00 .70 .00 8.50 .00 .000 .045 .000 .000 439.30 1321.30 .003407 520. 590. 640. 2 0 0 .00 176.52 1497.82 1490 NH CARD USED ` SECNO 34950.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 34950.000 24.35 463.65 .00 .00 463.97 .32 .21 .08 464.30 14900.0 4532.3 10367.7 .0 2672.0 1952.6 .0 1178.7 192.4 464.00 .71 1.70 5.31 .00 .054 .045 .00D .000 439.30 - 252.96 .001354 110. 100. 90. 3 0 0 .00 1702.77 1515.16 1490 NH CARD USED -SECNO 35700.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.49 35700.000 24.09 464.39 .00 .00 464.63 .24 .65 .01 460.00 14900.0 4424. 9735.3 739.9 3678.1 2015.2 541.5 1272.2 223.1 460.00 .76 1120 4.83 1.37 .059 .045 .055 .000 439.50 1563.11 .000606 750. 750. 750. 2 0 0 .00 1863.15 3426.26 1 1BSEP02 OB,29.56 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK ES HV HL OLOSS 1, BANK ELEV Q QLOH QCH QROS ALOB ACH ARON VOL TWA R -BANK ELEV TIME SLOB VCR VROR XNL XNCH XNR WTN ELMIN SETA SLOPE X.I.OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST Page 9 of 20 Duplicate Effective Floodway Model 1490 WE CARD USED • SECNO 36250.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.52 36250.000 24.89 464.69 .00 .00 464.75 .07 .11 .02 456.00 14900.0 787.0 3808.7 10304.3 1538.1 2074.1 4706.5 1361.7 242.7 462.00 .84 .51 1.84 2.19 .057 .045 .040 .000 439.80 2130.80 .000095 530. 550. 530. 2 0 0 .00 1362.09 3520.21 CCHV= .100 CEHV= .300 1490 HE CARD USED - SECNO 36970.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .26 36970.000 24.59 464.59 .00 .00 465.03 .44 .16 .11 465.00 15600.0 1035.3 10544.7 4020.0 653.1 1670.4 1730.0 1452.0 261.1 462.00 .88 1.59 6.31 2.32 .060 .041 .060 .000 440.00 2561.66 .001527 600. 720. 600. 2 0 0 .00 1239.73 3809.91 1490 NH CARD USED * SECNO 37600.000 3302 WARNING: CONVE 37600.000 25.24 15600.0 1410.7 93 1.00 .000267 570. !ANCE CHANGE OUTSIDE OF ACCEPT 465.24 .00 .00 8737.2 5452.2 1410.2 3.38 1.74 .055 630. 350. 2 OLE RANGE, KRATIO = 2.39 465.35 .12 .29 .03 460.00 2587.7 3134.3 1515.9 273.8 460.0C .045 .045 .000 440.00 1551.47 0 0 .00 1178.53 2730.00 1490 NH CARD USED * SECNO 37800.000 18SE P02 08:29:56 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL FLOSS L -HANK ELEV Q QLOR QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 37800.000 25.2] 465.27 .00 .00 465.39 .12 .04 .00 462.00 15600.0 1550.9 7344.6 6704.3 1681.5 2499.5 2228.0 1535.5 276.1 460.00 .95 .92 2.94 3.01 .055 .050 .040 .000 440.00 1418.25 .000276 50. 2oo. 100. 2 0 0 .00 1036.75 2455.00 1490 WTI CARD USED ' SECNO 37990.000 3265 DIVIDED FLOW 37990.000 24.31 465.31 .09 .00 465.49 .18 .08 .02 467.00 15600.0 1120.6 7217.6 7261.8 1102.3 1968.5 2145.7 1566.0 281.2 462.00 .97 1.02 3.67 3.38 .060 .045 .040 .000 441.00 1553.46 .000415 210. 190. 280. 2 0 0 .00 904.69 2570.00 1490 NH CARD USED - SECNO 38050.000 3265 DIVIDED FLOW 38050.000 24.36 465.3B .00 .00 465.51 .14 .02 .00 467.00 15600.0 979.0 6102.4 8518.6 1133.1 1978.5 2798.9 1573.7 282.4 462.00 .97 .86 3.08 3.04 .060 .045 .040 .000 441.00 1553.11 .000292 60. 60. 60. 2 0 0 .00 935.18 2595.00 1490 NH CARD USED • SECNO 38200.000 3265 DIVIDED FLOW 38200.000 24.43 465.43 .00 .00 465.57 -14 .05 .00 467.40 15600.0 1707.0 6680.7 7132.3 1539.2 1877.9 2541.2 1594.1 285.8 462.00 .99 1.16 3.56 2.81 .060 .045 .045 .000 441.00 1578.55 .00042) 150. 150. 150. 0 0 0 .00 1004.33 2640.00 1490 NH CARD USED • SECNO 38550.000 1 Page 10 of 20 Duplicate Effective Floodway Model 18SEPO2 08:29:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HE OLOSS L -HANK ELEV Q QLOB QCH QROB ALOE ACE AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOHL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 38550.000 24.38 465.58 .00 .00 465.71 .13 .14 .00 466.00 15600.0 1687.0 5293.1 8619.9 1288.8 1539.8 3093.3 1640.2 293.1 460.00 1.02 1.31 3.44 2.79 .057 .045 .045 .000 441.20 1664.21 .000413 340. 350. 330. 2 0 0 .00 885.27 2620.00 1490 NH CARD USED -SECNO 39290.000 39290.000 24.01 465.89 .00 .00 466.04 .15 .33 .01 464.00 15600.0 1096.8 7940.3 6562.9 860.8 2007.3 3211.8 1743.0 308.4 460.00 1.09 1.27 3.96 2.04 .055 .043 .055 .000 441.88 1204.32 .000452 600. 740. 800. 1 0 0 .00 975.39 2179.71 1490 NH CARD USED - SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 39440.000 23.36 465.36 .00 .00 466.50 1115 .16 .30 464.00 15600.0 633.8 13949.8 1016.4 345.1 1539.4 582.2 1763.4 312.6 462.50 1.10 1.84 9.06 1.75 .055 .045 .060 .000 442.00 3786.69 .002476 150. 150. 280. 3 0 0 .00 710.53 4659.77 1490 NH CARD USED ` SECNO 39490.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 185EPO2 08:29:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACE AROB VOL TWA R -HANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOHR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 39490.000 24.27 466.27 .00 .00 466.66 .38 .08 .08 467.50 15600.0 1282.7 14282.8 34.6 616.2 2767.2 29.8 1766.8 313.3 468.50 1.10 2.08 5.16 1.16 .045 .045 .045 .000 442.00 3779.83 - 001066 50. 50. 50. 2 0 0 .00 520.93 4640.62 1490 NH CARD USED ' SECNO 39540.000 3265 DIVIDED FLOW 39540.000 24.06 466.06 .00 .00 466.85 .79 .07 .12 464.00 15400.0 976.5 12629.0 1794.6 508.9 1616.5 865.6 1770.5 314.1 462.50 1.10 1.92 7.81 2.07 .055 .045 .050 .000 442.00 3780.22 .001724 50. 50. 50. 2 0 0 .00 785.24 4690.62 1490 NH CARD USED - SECNO 40650.000 3301 HV CHANGED MORE THAN HVINS 40650.000 27.78 467.78 .00 .00 468.06 .28 1.17 .05 464.80 10200.0 905.4 7261.1 2033.6 835.0 1473.5 1002.7 1848.6 333.6 457.80 1.18 1.08 4.93 2.03 .060 .045 .045 .000 440.00 4343.52 .000623 1400. 1110. 800. 2 0 0 .00 799.66 5143.18 1490 NH CARD USED * SECNO 48000.060 PAGE 18 PAGE 19 Page 11 of 20 Duplicate Effective Floodway Model 3265 DIVIDED FLOW 48000.000 25.01 470.61 .00 .00 470,70 .09 2.62 .02 457.00 9800.0 3482.8 4322.1 1995.1 2680.9 1255.4 2143.4 2413.6 455.3 466.50 1.96 1.30 3.44 .93 .055 .045 .060 .000 445.60 1638.46 .000311 5700. 7350. 2900. 4 0 0 .00 1530.53 3197.30 18SEP02 08:29:56 PAGE 20 SECNO DEPTH CWSEL CRIES WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R BANK ELEV TIME VLOB VCH VROB END XNCH XNR WTN ELFIN EFTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED * SECNO 51350.000 51350.000 25.47 471.97 .00 .00 472.05 .08 1.35 .00 470.30 9400.0 2812.0 6583.8 4.2 2452.8 2479.8 8.0 2860.7 577.5 470.20 2.39 1.15 2.65 .52 .055 .045 .058 .000 446.50 3088.11 .000507 3600. 3350. 3700. 2 0 0 .00 1435.98 4524.10 1490 NH CARD USED - SECNO 53350.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 53350.000 24.55 472.55 .00 .00 472.66 .12 .60 .01 456.00 9400.0 3160.5 6175.4 64.1 3281.4 1859.7 121.8 3071.5 647.5 467.00 2.60 .96 3.32 .53 .050 .045 .058 .000 448.00 2487.48 .000220 1650. 2000. 1750. 2 0 0 .00 2152.92 5954.69 1490 NH CARD USED �SECNO 55590.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .45 55590.000 20.84 473.24 .00 .00 473.66 .43 .91 .09 470.00 9400.0 1845.7 7534.2 20.1 1746.8 1288.2 37.4 3271.9 730.4 472.00 2.73 1.06 5.85 .54 .060 .045 .060 .000 452.40 2776.41 .001076 2000. 2240. 2200. 2 0 0 .00 1409.51 4440.94 1490 NN CARD USED • SECNO 56940.ODD 3265 DIVIDED FLOW 56940.000 25.50 474.50 .00 .DD 474.79 .29 1.11 .01 462.00 9400.0 2732.5 6640.2 27.2 2025.5 1311.1 51.2 3367.6 771.8 474.00 2.82 1.35 5.06 .53 .053 .045 .058 .DDO 449.D0 2329.94 .000669 1250. 1350, 1250. 2 0 0 .00 1456.02 4503.93 185EP02 08:29:56 PAGE 21 TI DENPDN CREEK - MANSIONS BY LAKE AS BUILT DAI /RES 12/98 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE PIS W/ FLOODWAY T3 DENTON CREEK, TEXAS FILE: 'ASBLT- FW.IH2" J1 ICHECK INQ KIEV IDIR STRT METRIC HVINS Q WSEL FQ 0 6 0 0 0 0 0 0 454.11 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 - SECNO 34850.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 3470 ENCROACHMENT STATIONS= 660.0 1500.0 TYPE= I TARGET- 840.000 3495 OVERRATE AREA ASSUMED NON EFFECTIVE, ELLEA= 464.30 FLR.EA= 100000.00 Page 12 of 20 Duplicate Effective Floodway Model 34850.000 23.73 463.03 .00 462.56 464.06 1.02 .B1 .26 464.30 14900.0 .0 14900.0 0 .0 1837.6 .0 1191.7 172.5 100000.00 .72 .00 8.11 .00 .000 .045 .000 .000 439.30 1318.23 .003027 520. 590. 640. 2 0 0 .00 181.97 1500.00 1490 NH CARD USED - SECNO 34950.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 660.0 1520.0 TYPE= 1 TARGET= 860.000 34950.000 24.55 463.85 .00 463.65 464.34 .49 .23 .05 464.30 14900.0 2706.5 12193.5 .0 1316.2 1994.1 .0 1197.0 173.7 100000.00 .72 2.06 6.11 .00 .056 .045 .000 .000 439.30 660.00 .001792 110. 100. 90. 3 0 0 .00 806.21 1517.97 18SEF02 08:29:56 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCR QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH ERR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED -SECNO 35700.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 3470 ENCROACHMENT STATIONS= 2700.0 3400.0 TYPE= 1 TARGET= 700.000 35700.000 25.31 464.81 .00 464.39 465.23 .42 .80 .01 460.00 14900.0 1995.4 11890.4 1014.1 1286.2 2068.6 574.4 1260.1 186.7 460.00 .76 1.55 5.75 1.77 .060 .045 .055 .000 439.50 2700.00 .000829 750. 750. 750. 2 0 0 .00 700.00 3400.00 1490 NH CARD USED -SECNO 36250.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.06 3470 ENCROACHMENT STATIONS= 2825.0 3525.0 TYPE= 1 TARGET= 700.000 36250.000 25.51 465.31 .00 464.69 465.37 .07 .11 .04 458.00 14900.0 330.8 3933.6 10635.6 574.6 2161.6 4924.1 1331.6 195.2 462.00 .84 .58 1.82 2.16 .060 .045 .040 .000 439.80 2025.00 .000089 530. 550. 530. 2 0 0 .00 700.00 3525.00 CCHV= .100 CEHV= .300 1490 NH CARD USED -SECNO 36970.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .27 3470 ENCROACHMENT STATIONS= 2900.0 3835.0 TYPE= 1 TARGET= 935.000 36970.000 25.22 465.22 .00 464.59 465.62 .41 .15 .10 465.00 15600.0 .0 10620.4 4971.6 .0 1770.5 2202.0 1417.1 206.8 462.00 .88 .00 6.00 2.26 .000 .041 .060 .000 440.00 2900.00 .001304 600. 720. 600. 2 0 0 .00 916.26 3816.26 1490 NH CARD USED - SECNO 37600.000 1 18SEPO2 08:29:56 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q SLOB QCH OROS ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.25 3470 ENCROACHMENT STATIONS= 1780.0 2710.0 TYPE= 1 TARGET= 930.000 37600.000 25.80 465.80 .00 465.24 465.92 .12 .26 .03 460.00 15600.0 1159.6 9066.7 5373.6 987.7 2677.5 3178.1 1477.3 215.8 460.00 .93 1.17 3.39 1.69 .055 .C45 .045 .000 440.00 1780.00 .000257 570. 630. 350. 2 0 0 .00 930.00 2710.00 Page 13 of 20 Duplicate Effective Floodway Model 1490 NH CARD USED * SECNO 39800.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS= 1630.0 2430.0 TYPE= 1 TARGET= 800.000 37800.000 25.84 465.84 .00 465.27 465.95 .12 .04 .00 462.00 15600.0 1450.8 7320.7 6020.5 1443.8 2593.0 2335.1 1499.2. 217.8 460.00 .95 1.00 2.82 2.92 .055 .050 .040 .000 440.00 1630.00 .000243 50. 200. 100. 2 0 0 .00 800.00 2430.00 1490 NH CARD USED - SECNO 37990.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1700.0 2520.0 TYPE= 1 TARGET= 620.000 37990.000 24.87 465.87 .00 465.31 466.04 .17 .07 .01 467.00 15600.0 1176.6 7112.4 7311.0 1104.8 2051.6 2198.0 1528.0 221.9 462.00 .97 1.07 3.47 3.33 .060 .045 .040 .000 441.00 1700.00 .000360 210. 190. 280. 2 0 0 -00 756.10 2520.00 1490 NH CARD USED * SECNO 36050.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1700.0 2530.0 TYPE= 1 TARGET= 630.000 38050.000 24.92 465.92 .00 465.38 466.06 .14 .02 .00 467.00 15600.0 1046.4 6203.0 8349.8 1122.6 2059.2 2688.5 1535.7 222.9 462.00 .97 .93 3.01 3.11 .060 .045 .040 .000 441.00 1700.00 .000271 60. 60. 60. 2 0 0 .00 767.65 2530.00 1 18SEP02 08:29:56 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QRCB ALOB ACH TIME VLOB VCH VROR XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1490 NH CARD USED * SECNO 38200.000 3265 DIVIDED FLOW HV HL GLOSS L -BANK ELEV AROB VOL TWA R -BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1751.0 2600.0 TYPE= 1 TARGET= 849.000 38200.000 24.96 465.96 .00 465.43 466.11 .15 .05 .00 467.40 15600.0 1439.1 6906.3 7254.6 1179.7 1958.3 2549.7 1555.6 225.6 462.00 .99 1.22 3.53 2.85 .060 .045 .045 .000 441.00 1751.00 .000398 150. 150. 150. 0 0 0 .00 798.61 2600.00 1490 NH CARD USED * SECNO 38550.000 3470 ENCROACHMENT STATIONS= 1810.0 30550.00D 24.91 466.11 .00 15600.0 1269.6 5337.6 8992.8 1.02 1.38 3.32 2.75 .000373 340. 350. 330, 2610.0 465.58 918.6 055 2 'YPE= 1 TARGET= 466.24 .13 1606.2 3268.2 .045 .045 0 0 800.000 .13 .00 466.00 1600.2 231.8 460.00 .000 441 -20 1810.00 .00 800.00 2610.00 1490 NH CARD USED -SECNO 39290.000 3470 ENCROACHMENT STATIONS= 1360.0 2064.0 TYPE= 1 TARGET= 704.000 39290.000 24.52 466.40 .00 465.89 466.56 .17 .31 .01 464.00 15600.0 708.3 8371.9 6519.9 548.8 2082.9 2947.9 1690.7 244.4 460.00 1.09 1.29 4.02 2.21 .055 .044 .055 .000 441.BB 1360.00 .000448 600. 740. 800. 0 C 0 .00 704.00 2064.00 1490 NH CARD USED * SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 1 lBSEP02 08:29:56 SECNO DEPT}{ CWSEL CRIES WSELK EG HV HL GLOSS L -BANK Ei,EV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV PAGE 24 PAGE 25 Page 14 of 20 Duplicate Effective Floodway Model TIME VLOB VCR VROB X6D, X.NCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EN05'I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .45 3470 ENCROACHMENT STATIONS= 3921.0 4514.0 TYPE= 1 TARGET= 593.000 39440.000 23.90 465.90 .00 465.36 467.00 1.10 .16 .2B 464.00 15600.0 417.2 14119.0 1D63.8 199.8 1599.5 533.5 1717.5 247.3 462.50 1.09 2.09 8.83 1.99 .055 .045 .060 .000 442.00 3921.00 .002233 150. 150. 280. 2 0 0 .00 459.57 4514.00 1490 NH CARD USED `SECNO 39490.000 2800 NAT Q1= 4776.95 WSELK= 466.27 ENT Q1= 4813.22 WSEL= 467.07 RATIO= -.0076 NAT Q1= 5439. RATIOS LOB, CH, ROB= 11108 18849 .0043 WSEL= 467.07 3301 HV CHANGED MORE THAN BVINS 3470 ENCROACHMENT STATIONS= 4030.0 4310.0 TYPE= 4 TARGET= .115 39490.000 24.68 466.68 .00 466.27 467.14 .46 .08 .06 467.50 15600.0 .0 15600.0 .0 .0 2872.0 .0 1720.5 247.8 468.50 1.10 .00 5.43 .00 .000 .045 .000 .000 442.00 4032.71 .001152 50. 50. 50. 2 0 0 .00 261.27 4293.98 1490 NH CARD USED -SECNO 39540.000 2800 NAT Q1= 3700.46 WSELK= 466.06 ENC Q1= 3708.46 WSEL= 466.86 RATIO= .0000 NAT Q1= 4433. RATIOS LOB, CH, BOB- .0885 17492 .1624 WSEL= 466.86 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 39540.000 24.34 466.34 15400.0 85.5 14117.6 1.10 1.61 8.57 .002021 50. 50. 1 18SEP02 08:29:56 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH 3989.3 00 1196.9 2.38 50. CRIWS QROB VROB XLOBR 4465.4 466.06 53.3 .055 2 WHELK ALOB XNL ITRIAL 'YPE= 4 TARGET= .163 467.39 1.05 .07 .18 464.00 1647.9 502.4 1723.4 248.1 462.50 .045 .050 .000 442.00 3989.26 0 0 .00 366.23 4465.44 PAGE 26 EG HV HL GLOSS L -BANK ELEV ACH AROE VOL TWA RBANK ELEV XNCH XNR WTN ELMIN SSTA TDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED -SECNO 40650.000 2800 NAT Q1= 4085.63 WSELK= 467.98 ENC Q1= 4085.63 WSEL= 468.58 RATIO= .0000 NAT Q1= 4865. RATIOS LOB, CH, ROB= .1225 .6445 .2331 WSEL= 468.58 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 4621.2 5011.2 TYPE= 4 TARGET= .160 40650.000 28.41 468.41 .00 467.78 466.76 .34 1.29 .07 464.80 10200.0 485.0 7919.6 1795.4 352.9 1527.3 737.1 1781.0 256.7 457.80 1.16 1.37 5.19 2.44 .060 .045 .045 .000 440.00 4621.18 .000658 1400. 1110, 800. 2 0 0 .00 390 -04 5011.22 1490 NH CARD USED 'SECNO 48000.000 2800 NAT Q1= 5558.85 WSELK= 470.61 ENC Q1= 5558.65 WSEL= NAT Q1= 6917. RATIOS LOB, CH, BOB- .3789 .3831 .2379 WSEL= 3470 ENCROACHMENT STATIONS= 1794.3 2913.6 TYPE= 4 TARGET= 48000.000 25.82 471.42 .00 470.61 471.52 .11 9800.0 3429.1 4668.5 1702.4 2484.0 1315.7 1649.2 1.90 1.38 3.55 1.03 .055 .045 .060 .000310 5700. 7350. 2900. 2 0 0 471.41 RATIO= .0000 471.41 .196 2.74 .02 457.00 2286.7 337.2 466.50 .000 445.60 1794.32 .00 1119.23 2913.56 1490 ME CARD USED `SECNO 51350.000 2800 NAT Q1= 4176.09 WSELK= 471.97 ENC 01= 4176.09 WSEL= 472.77 RATIO= 0000 NAT Q1= 5500. RATIOS LOB, CH, BOB- .3617 _6373 .0009 WSEL= 472.77 3470 ENCROACHMENT STATIONS= 3789.0 4515.0 TYPE= 4 TARGET= .241 51350.000 26.26 472.76 .00 471.97 412.67 .11 1.35 .00 470.30 9400.0 1502.7 7897.3 .0 1135.7 2760.8 .0 2663.0 412.7 470.20 2.27 1.32 2.86 .00 .055 .045 .000 .000 446.50 3789.04 .000514 3600. 3350. 3700. 2 0 0 .00 725.96 4515.00 Page 15 of 20 Duplicate Effective Floodway Model 1490 NH CARD USED - SECNO 53350.000 2800 NAT Q1= 6342.89 WSELK= 412.55 ENC Q1= 6342.89 WSEL= 473.35 RATIO= .0000 NAT 01= 7905. RATIOS LOO, CH, BOB- .4200 .5659 .0146 WSEL= 473.35 1 18SEP02 06:29:56 PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -HANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELFIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENDST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.50 3470 ENCROACHMENT STATIONS= 4209.8 5670.0 TYPE= 4 TARGET= .196 53350.000 25.30 473.38 .00 472.55 473.51 13 .63 .01 456.00 9400.0 2872.0 6528.0 .0 2465.1 1943.0 .0 2839.2 450.3 467.00 2.47 1.17 3.36 .00 .050 .045 .000 .000 448.00 4209.85 .000229 1650. 2000. 1750. 2 0 0 .00 1164.26 5670.00 1490 NH CARD USED - SECNO 55590.000 2800 NAT Q1= 2865.78 WSELK= 473.24 ENC 01= 2865.78 WSEL= 474.04 RATIO= .0000 NAT Q1= 3699. RATIOS LOB, CH, ROB= .3126 .6798 .0076 WSEL= 474.04 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .46 3470 ENCROACHMENT STATIONS= 3544.5 4340.0 TYPE= 4 TARGET= .225 55590.000 21.67 474.07 .00 473.24 474.56 .50 .94 .11 470.00 9400.0 1188.7 8211.3 .0 953.3 1363.0 .0 3002.7 492.2 472.00 2.58 1.25 6.02 .00 .060 .045 .000 .000 452.40 3544.50 OD1087 2000. 2240. 2200. 2 0 0 .00 637.62 4340.00 1490 ME CARD USED - SECNO 56940.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3800.0 4415.0 TYPE= 1 TARGET= 615.000 56940.DOD 26.36 475.36 .00 474.50 475.68 .32 1.10 .02 462.00 9400.0 2353.6 7046.4 .0 1186.5 1379.8 .0 3075.9 508.4 100000.00 2.66 1.98 5.11 .00 .054 .045 .000 .000 449.00 3800.00 .000648 1250. 1350. 1250- 2 0 0 00 479.48 4415.00 1 18SEP02 08:29:56 PAGE 28 HEC -2 WATER SURFACE PROFILES version 4.6.2; May 1991 ...r «..... « «..r. a rrrr•.r..r THIS RUN EXECUTED ISSEP02 08:29:57 NOTE- ASTERISK (•) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 SECNO CWSEL CIF'KWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCH ' 34850.000 462.56 .OD 463.68 176.52 .00 14900.00 .00 .00 .00 1310.00 1533.00 .00 ' 34850.000 463.03 .47 464.06 181.77 .00 14900.00 .00 840.00 660.00 1310.00 1533.00 1500.00 ' 34950.000 463.65 .00 463.97 1702.77 4532.32 10367.68 .00 .00 .00 1310.00 1520.00 .00 34950.000 463.85 .20 464.34 806.21 2706.52 12193.48 .DO 86D.00 660.00 1310.00 1520.00 1520.00 ' 35700.000 464.39 .00 464.63 1863.15 4424.75 9735.34 739.91 .00 .00 3106.00 3233.00 .00 ' 35700.000 464.81 .42 465.23 7CO.O0 1995.43 11890.42 1014.15 700.00 2700.00 3106.00 3233.00 3400.00 ' 36250.000 464.69 .00 464.75 1362.09 786.99 3908.68 10304.33 .00 .CO 3028.00 3170.00 .00 Page 16 of 20 Duplicate Effective Floodway Model * 36250.000 XLCH 465.31 ELLC .62 465.37 900.00 CRIWS 330.82 10-KS 3933.59 AREA 10635.59 34850.000 700.00 590.00 2825.00 .00 3020.00 3170.00 3525.00 * 36970.000 463.68 464.59 8.50 .DO 465.03 * 34850.000 1239.73 590.00 1035.35 .00 10544.60 4019.98 .00 .00 464.06 2900.DO 8.11 3060.00 2708.31 * 34950.000 .00 * 36370.000 .00 465.22 439.30 -63 465.62 916.26 .00 463.97 10628.39 5.31 4971.61 4049.31 935.00 2900.00 .00 2900.00 439.30 3060.00 14900.00 3835.00 463.85 * 37600.000 .00 465.24 17.92 .00 465.35 3520.22 1178.53 1410.65 .00 8737.19 439.50 5452.16 14900.00 .00 464.39 .00 .00 2000.00 6.06 2160.00 6234.78 6052.51 .00 * 37600.000 750.00 465.80 .00 156 465.92 14900.00 930.00 464.81 1159.63 .00 9066.75 8.29 5373.62 3929.17 930.00 ' 36250.000 1780.00 550.00 2000.00 .00 2160.00 271D.DD 37800.000 465.27 464.75 .00 465.39 8318.66 1036.75 * 36250.000 1550. B5 7344.83 .00 6704.32 .00 .00 2020.00 465.37 2105.00 1.82 7660.24 .00 * 36970.000 465.04 .00 .00 465.95 800.00 1450.6D 7320.74 465.03 6828.46 6.31 800.00 3991.59 1630.00 2020.00 .00 2185.00 440.00 2430.00 156DO.00 37800.000 465.22 .00 .57 13.04 6.00 3973.31 4320.01 ' 37600.000 630.00 .00 .00 440.00 15600.00 465.24 .00 465.35 2.67 3.38 7132.17 37990.000 ' 37600.000 465.31 630.00 .00 465.49 440.00 904.69 15600.00 1120.65 465.80 7217.59 .00 7261.76 2.57 .00 6843.30 9729.73 .00 2100.00 200.00 2260.00 .00 440.00 .00 15600.00 465.87 00 466.04 2.76 756.10 6409.12 1176.61 37800.000 7112.36 200.00 7311.02 .00 B20. 00 1700.00 2100.00 2260.00 465.95 2520.00 2.82 37990.000 10015.64 37990.000 .56 .00 .00 441 OD 15600.00 465.31 .00 465.49 4.15 3.67 5216.43 7659.77 37990.000 190.00 .00 .01 441.00 38050.000 15600. 465.38 465.87 .00 465.51 466.04 935.18 3.4 978.99 8226.23 6102.38 9518.63 .00 . .00 O .00 2100.00 465.36 2260.00 _00 465.51 .00 38050.000 5910.55 465.92 466.06 767.65 1046.38 6203.78 8349.84 830.00 1700.00 2100.00 2260.00 2530.00 .54 38200.000 465.43 .00 465.57 1D04.33 1786.98 6680.71 7132.31 .00 .00 2100.00 2270.00 .00 465.96 466.11 798.61 1439.07 6906.32 7254.61 849.00 1751.00 2100.00 2270.00 2600.00 38200 -000 .54 38550.000 465.58 .00 465.71 805.27 1686.96 5293.11 8619.93 .00 .00 2100.00 2225.00 .00 38550.000 466.11 466.24 800.00 1269.50 5337.64 8992.78 800.00 1810.00 2100.00 2225.00 2610.00 .53 165EP 02 08:29:56 PAGF, 29 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH GROB PERENC STENCL STCHL STCHR STENCR 39290.000 465.89 .00 466.04 975.39 1096.80 7940.29 6562.91 .00 .00 1525.00 1675.00 .00 39290.000 466.40 .51 466.56 704.00 708.27 8371.88 6519.85 704.00 1360.00 1525.00 1675.00 2064.DO * 39440.000 465.36 .00 466.50 710.53 633.82 13949.77 1016.41 .00 .00 4040.00 4150.00 .00 ' 39440.000 465.90 .54 467.00 459.57 417.20 14118.96 1063.03 593.00 3921.00 4040.00 4150.00 4514.00 * 39490.000 466.27 .00 466.66 520.93 1282.68 14282.77 34.55 .00 .00 4030.00 4310.00 .00 39490.000 466.68 141 467.14 261.27 .00 15600.00 .00 .12 4030.00 4030.00 4310.00 4310.00 39540.000 466.06 .00 466.65 785.24 976.47 12628.95 1794.58 .00 .00 4040.00 4150.00 .00 39540.000 466.34 .29 467.39 366.23 85.51 14117.57 1196.92 .16 3989.26 4040.DO 4150.00 4465.44 40650.000 467.78 .00 468.06 799.66 905.36 7261.05 2033.57 .00 .00 4730.00 4615.00 .00 40650.000 460.41 .63 468.76 390.04 484.98 7919.59 1795.43 .16 4621.16 4730.00 4615.00 5D11.22 48000.000 470.61 .00 470.70 1530.53 3482.79 4322.15 1995.06 .00 .00 2370.00 2445.00 .00 48000.000 471.42 .81 471.52 1119.23 3429.12 4668.45 1702.43 .20 1794.32 2370.00 2445.00 2913.56 51350. DOC 471.97 .00 472.05 1435.98 2811.97 6583.82 4.22 .00 .00 4160.00 4515.00 .00 51350.000 472.76 .79 472.87 725.96 1502.75 7897.25 .00 .24 3789.04 4160.00 4515.00 4515.00 * 53350.000 472.55 .00 472.66 2152.92 3160.49 6175.43 64.08 .00 .00 5570.00 5670.00 .00 * 53350.000 473.38 .83 473.51 1164.26 2872.00 6528.00 -00 .20 4209.85 5570.00 5670.00 5670.00 * 55590.000 473.24 .00 473.66 1409.51 1845.72 7534.19 20.09 .0D .00 4250.00 4340.00 .00 * 55590.000 474.07 .83 474.56 637.62 1188.71 8211.29 _00 .23 3544.50 4250.OD 4340.00 4340.00 56940.00D 474.50 .00 474.79 1456.02 2732.53 6640.23 27.24 .00 .00 4335.00 4415.00 .00 56940.000 475.36 .86 475.68 479.48 2353.62 7046.38 .00 615.00 3800.00 4335.00 4415.00 4415.00 185EP02 08:29:56 PAGE 30 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 34850.000 590.00 .00 .00 439.30 14900.00 462.56 .00 463.68 34.07 8.50 1752.68 2552.67 * 34850.000 590.00 .00 .00 439.30 14900.00 463.03 .00 464.06 30.27 8.11 1837.60 2708.31 * 34950.000 100.00 .00 .00 439.30 14900.00 463.65 .00 463.97 13.54 5.31 4624.61 4049.31 34950.000 100.00 .00 .00 439.30 14900.00 463.85 .00 464.34 17.92 6.11 3310.36 3520.22 * 35700.000 750.00 .00 .00 439.50 14900.00 464.39 .00 464.63 6.06 4.83 6234.78 6052.51 * 35700.000 750.00 .00 .00 439.50 14900.00 464.81 .00 465.23 8.29 5.75 3929.17 5176.25 ' 36250.000 550.00 .00 .00 439.80 14900.00 464.69 .00 464.75 .95 1.84 8318.66 15264.54 * 36250.000 550.00 00 .00 439.80 14900.00 465.31 .00 465.37 .89 1.82 7660.24 15834.14 * 36970.000 720.00 .00 .00 440.00 15600.00 464.59 .00 465.03 15.27 6.31 4053.52 3991.59 * 36970.000 720.00 .00 .00 440.00 156DO.00 465.22 .00 465.62 13.04 6.00 3973.31 4320.01 ' 37600.000 630.00 .00 .00 440.00 15600.00 465.24 .00 465.35 2.67 3.38 7132.17 9538.87 ' 37600.000 630.00 .00 .00 440.00 15600.00 465.80 .00 465.92 2.57 3.39 6843.30 9729.73 37800.000 200.00 .00 .00 440.00 15600.00 465.27 00 465.39 2.76 2.94 6409.12 9390.13 37800.000 200.00 .00 .00 440.00 15600.00 465.84 .00 465.95 2.43 2.82 6371.91 10015.64 37990.000 190.00 .00 .00 441 OD 15600.00 465.31 .00 465.49 4.15 3.67 5216.43 7659.77 37990.000 190.00 .00 .01 441.00 15600. 00 465.87 DO 466.04 3.60 3.4 5354.29 8226.23 38050.000 60.00 .00 . 441 O 15600.00 465.36 _00 465.51 2.92 3.08 5910.55 9123.12 Page 17 of 20 Duplicate Effective Floodway Model 38CS0 .000 XLCH 60.00 ELTRD _00 .00 441.00 TOPWID 15600.00 CRIWS 465.92 14900.00 .00 466.06 AREA 2.71 3.01 5870.31 176.52 9479.47 36200.000 .00 150.00 445.60 .00 .00 441.00 470.61 15600.00 .00 465.43 .00 465.57 6079.71 4.23 3.56 5958.34 7584.23 38200.000 .00 15D.00 445.60 .00 .00 441.00 471.42 1560D.00 .00 465.96 .20 .00 466.11 5448.84 3.98 3.53 5685.74 7819.08 38550.000 .00 350.00 446.50 .00 .CO 441.20 471.97 15600.00 .00 465.58 14900.OD .00 465.71 4940.60 4.13 3.44 5921.90 700.00 7671.73 38550.000 .00 350.00 446.50 .00 .00 441.20 472.76 15600.00 .00 466.11 .00 466.24 3896.45 3.73 3.32 5793.01 8075.23 39290.000 .DO 740.00 448.00 .00 .00 441.88 472.55 15600.00 .00 465.89 .00 .00 466.04 5262.67 4.52 3.96 6079.88 7333.88 39290.000 .00 740.00 44B.00 .00 .00 441.88 473.38 15600.00 .00 466.40 15600.00 .00 466.56 4408.00 4.48 4.02 5579.60 1178.53 7372.92 39440.000 .00 150.00 452.40 .00 .00 442.00 473.24 15600.00 .00 465.36 .00 466.50 3072.44 24.76 9.06 2466.77 3134.85 39440.000 .00 150.00 452.40 .00 .00 442.00 474.07 15600.00 .00 465.90 .57 .00 467.00 2316.28 22.33 B.33 2332.76 3301.28 39490.000 .00 50.00 449.00 .00 .00 442.00 474.50 15600.00 .00 466.27 15600.D0 .00 466.66 3387.79 10.66 5.16 3413.16 756.10 4776.95 39490.000 .00 50.00 449.00 .00 .00 442.00 475.36 15600.00 .00 466.66 .00 467.14 2566.31 11.52 5.43 2871.96 4595.24 39540.000 .54 50.00 .00 .00 442.00 15600.00 15400.00 465.43 466.06 .DD .00 466.85 1004.33 17.24 7.01 2991.07 09:29:56 3708.46 39540.000 465.96 50.00 .54 .00 .00 442.00 15400.00 38550.000 466.34 15600.00 .00 467.39 32 20.21 8.57 2203.62 885.27 3425.43 40650.000 38550.000 1110.00 15600.00 .00 .00 440.00 .53 10200.00 .53 467.78 .00 468.06 6.23 4.93 3311.18 4085.63 40650.000 .00 1110.00 .00 .00 440.00 15600.00 10200.00 466.40 468.41 .51 .00 468.76 704.00 6.58 5.19 2617.27 3976.72 1 18SEP02 08:29:56 PAGE 31 SECNO XLCH ELTRD ELLC ELMIN Q TOPWID CWSEL CRIWS EG 14900.00 10-KS VCH AREA .00 .OIK 48000.000 176.52 7350.00 590.00 .00 .00 445.60 9800.00 470.61 .20 .00 470.70 3.11 3.44 6079.71 14900.00 5558.05 48000.000 7350.00 1.09 .00 .00 445.60 100.00 9800.00 471.42 .00 471.52 .20 3.10 3.55 5448.84 5565.33 51350.000 3350.00 .00 .00 446.50 .73 9400.00 1863.15 471.97 750.00 .00 472.05 14900.OD 5.07 2.65 4940.60 .42 4176.09 51350.000 700.00 3350.00 750.00 .00 .00 446.50 9400.00 472.76 .30 .00 472.87 5.14 2.B6 3896.45 34900.D0 4144.33 * 53350.000 2000.00 .50 .DO .00 448.00 550.00 9400.00 472.55 .00 472.66 .00 2.20 3.32 5262.67 6342.89 * 53350.000 2000.00 .00 .00 44B.00 -.09 9400.00 916.26 473.38 720.00 .00 473.51 15600.00 2.29 3.36 4408.00 .00 6206.61 * 55590.000 1178.53 2240.00 630.00 .00 .00 452.40 9400.00 473.24 .56 .00 473.66 10.76 5.85 3072.44 15600.00 2865.70 * 55590.000 2240.00 03 .00 .00 452.40 200.00 9400.00 474.07 .00 474.56 .57 10.87 6.02 2316.28 2850.62 56940.000 1350.00 .00 .00 449.00 .04 9400.00 904.69 474.50 190.00 .00 474.79 15600.D0 6.69 5.06 3387.79 .56 3634.02 56940.000 756.10 1350.00 190.00 .00 .00 449.00 9400.00 475.36 .07 .00 475.68 6.48 5.11 2566.31 15600.00 3692.12 465.92 .54 .OS .54 767.65 60.00 38200.000 15600.00 465.43 .DD .05 .DO 1004.33 150.00 185EP02 09:29:56 15600.00 465.96 .54 .04 .54 798.61 150.00 38550.000 15600.00 PAGE 32 .00 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DI FWSP DIFWSX OIFKWS TOPWID XLCH ` 34850.000 14900.00 462.56 .00 .02 .00 176.52 590.00 * 34850.000 14900.00 463.03 .47 .20 .47 181.77 590.00 * 34950.000 14900.00 463.65 .00 1.09 .00 1702.77 100.00 34950.000 14900.00 463.85 .20 .82 .20 806.21 100.00 + 35700.000 14900.00 464.39 .00 .73 .00 1863.15 750.00 + 35700.000 14900.OD 464.81 .42 .96 .42 700.00 750.00 ` 36250.000 14900.D0 464.69 .00 .30 .00 1362.09 550. DO ` 36250.000 34900.D0 465.31 .62 .50 62 700.00 550.00 ` 36970.000 15600.00 464.59 .00 -.10 .00 1239.73 720.00 * 36970.000 15600.00 465.22 .63 -.09 .63 916.26 720.00 + 37600.000 15600.00 465.24 .00 65 .00 1178.53 630.00 ` 37600.000 15600.00 465.80 .56 .56 .56 930.00 6330.00 37800.000 15600.00 465.27 .00 03 .00 1036.75 200.00 37800.000 15600.00 465.84 .57 .04 .57 800.00 200.00 37990.000 15600.00 465.31 .00 .04 .00 904.69 190.00 3799D.000 15600.D0 465.87 .56 .C3 .56 756.10 190.00 38050.000 15600.00 465.38 .00 .07 .00 935.18 60.00 38050.000 15600.00 465.92 .54 .OS .54 767.65 60.00 38200.000 15600.00 465.43 .DD .05 .DO 1004.33 150.00 38200.000 15600.00 465.96 .54 .04 .54 798.61 150.00 38550.000 15600.00 465.58 .00 .15 .00 885.27 350.00 38550.000 15600.00 466.11 .53 15 .53 800.00 35D.00 39290.000 15600.00 465.89 .00 .31 .00 975.39 740. DO 39290.000 15600.00 466.40 .51 .28 .51 704.00 74D.00 * 39440.000 15600.00 465.36 .00 -.53 .00 710.53 150.00 * 39440.000 15600.00 465.90 .54 -.50 .54 459.57 150.00 * 39490.000 15600.00 466.27 .DD .91 .00 520.93 50.00 Page 18 of 20 Duplicate Effective Floodway Model 39490.000 Q 15600.00 CWSEL 466.68 DIFWSX .41 .79 .41 261.2 50.00 39540.000 470.61 15400.00 .00 466.06 .00 .00 -.22 .00 785.24 50.00 39540.000 471.42 15400.00 .81 466.34 .81 .29 34 .29 366.23 50.00 40650.000 471.97 10200.00 .00 467.78 .00 .00 1.72 .00 799.66 1110.00 40650.000 472.76 10200.00 .79 468.41 .79 .63 2.07 .63 390.04 1110.00 19SEP02 OB:29:56 1 SECNO Q CWSEL DI FWSP DIFWSX DIFKWS TOPWID XLCH 48000.000 9800.00 470.61 .00 2.83 .00 1530.53 7350.00 48000.000 9800.00 471.42 .81 3.00 .81 1119.23 7350.00 51350.000 9400.00 471.97 .00 1.36 .00 1435.98 3350.00 51350.000 9400.00 472.76 .79 1.34 .79 725.96 3350.00 53350.000 9400.06 472.55 .00 .58 .00 2152.92 2000.00 53350.000 9400.00 473.38 .83 .62 .83 1164.26 2000.00 55590.000 9400.00 473.24 .00 .69 .00 1409.51 2240.00 55590.000 9400.00 474.07 .83 .69 .83 637.62 2240.00 56940.000 9400.00 474.50 .00 1.26 .00 1456.02 1350.00 56940.000 9400.00 475.36 .86 1.29 .86 479.48 1350.00 18SEP02 08:29:56 I SUMMARY OF ERRORS AND SPECIAL NOTES PAGE 33 PAGE 34 WARNING SECNO= 27165.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28890.000 WARNING SECNO= 28890.000 WARNING SECNO= 30027.000 WARNING SECNO= 30027.000 WARNING SECNO= 30958.000 WARNING SECNO= 30958.000 WARNING SECNO= 31335.000 WARNING SECNO= 31335.000 WARNING SECNO= 323DS 000 WARNING SECNO= 32305.000 WARNING SECNO= 32725 -000 WARNING SECNO= 32725.000 WARNING SECNO= 33145.000 WARNING SECNO= 34850.000 WARNING SECNO= 34850.000 WARNING SECNO= 34950.000 WARNING SECNO= 35700.000 WARNING SECND= 35700.000 WARNING SECNO= 36250.000 WARNING SECNO= 36250.000 WARNING SECNO= 36970.000 WARNING SECNO= 36970.000 WARNING SECNO= 37600.000 WARNING SECNO= 376D0.000 WARNING SECNO= 39440.000 WARNING SECNO= 39440.000 WARNING SECNO= 39490.000 WARNING SECNO= 53350.000 WARNING SECNO= 53350.000 WARNING SECNO= 55590.000 WARNING SECNO= 55590.000 1 18SEP02 08:29:56 PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE- PROFILE- PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE= PROFILE= PROFILE = PROFILE= PROFILE= PROFILE= PROFILE= PROFILE- PROFILE- PROFILE= PROFILE= PROFILE= PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE. OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTS IDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE FLOOOWAY DATA, DENTON CREEK, TEXAS 1 2 1 2 1 2 1 2 1 2 1 2 1 1 2 1 1 2 1 2 1 2 1 2 1 2 1 1 2 1 2 PAGE 35 Page 19 of 20 Duplicate Effective Floodway Model PROFILE NO. 2 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 - - - - - -- FLOODWAY -- - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 25530.000 240. 3141. 6.6 454.1 453.5 .6 25770.000 277. 3890. 5.3 454.5 454.0 .5 26830.000 571. 3677. 5.B 455.1 454.7 .4 26880.000 1632. 5155. 4.1 455.4 454.7 .7 27165.000 1602. 9316. 2.3 455.8 455.2 .6 27449.000 1705. 10657. 2.0 455.9 455.4 .5 27748.000 1680. 11043. 1.9 455.9 455.4 .5 27992.000 1533. 10765. 2.0 456.0 455.5 .5 28168.000 1434. 11517. 1.8 456.0 455.5 .5 20492.000 1346. 10783. 2.0 456.1 455.6 .5 28720.000 1220. 9477. 2.2 456.1 455.6 28890.000 1214. 7866. 2.7 456.1 455.6 .5 29124.000 1071. 5688, 3.7 456.2 455.7 .5 29651.000 1401. 7297. 2.9 456.6 456.2 .4 29831.000 1253. 7244. 2.9 456.7 456.3 .4 30027.000 992, 5222. 4.1 456.8 456.4 .4 30384.000 930. 3641. 5.9 457.0 456.7 .3 30604.000 1118. 4723. 4.5 457.7 457.4 3 30958.000 1237, 8106. 2.6 458.1 457.9 .2 31335.000 1119. 4010. 5.3 458.1 457.8 .3 32150.000 997. 2330. 9.1 458.1 457.9 .2 32200.000 1000. 1741, 12.2 457.9 457.7 .2 32230.000 1001. 1770. 12.0 458.1 451.9 .2 32250.000 1360. 3934. 3.8 460.3 460.3 .0 32305.000 1157. 2234. 6.7 460.1 460.1 .0 32725.000 1998. 6244. 2.4 461.3 461.2 .1 33145.000 556. 3934. 3.8 461.6 461.4 2 33470.000 456. 3157. 4.7 461.9 461.7 .2 34260.000 600. 4861. 3.1 462.8 462.5 .3 34850.000 182. 1838. 8.1 463.1 462.6 .5 34950.000 858, 3310. 4.5 463.9 463.7 .2 35700.000 700. 3929. 3.8 464.8 464.4 .4 36250.000 700. 7660. 1.9 465.3 464.7 .6 36970.000 916. 3973. 3.9 465.2 464.6 .6 37600.000 930. 6843. 2.3 465.8 465.2 .6 37800.000 800. 6372. 2.4 465.9 465.3 .6 37990.000 820. 5354. 2.9 465.9 465.3 .6 38050.000 630. 5870. 2.7 465.9 465.4 .5 38200.000 B49. 5686. 2.7 465.9 465.4 .5 38550.000 800. 5793. 2.7 466.1 465.6 .5 39290.000 704. 5580. 2.8 466.4 465.9 .5 39440.000 593. 2333. 6.7 465.9 465.4 .5 1 18SEPO2 08:29:56 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 PAGE 36 Page 20 of 20 -- --- FLOODWAY - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 39490.000 261. 2872. 5.4 466.7 466.3 .4 39540.000 476- 2204. 7.0 466.4 466.1 .3 40650.000 390. 2617. 3.9 468.4 467.8 .6 48000.000 1119. 5449. 1.8 471.4 470.6 .8 51350.000 726. 3896. 2.4 472.6 472.0 .8 53350.000 1460. 4408. 2.1 473.3 472.5 .8 55590.000 796. 2316. 4.1 474.0 473.2 .8 56940.000 615. 2566. 3.7 475.4 474.5 .9 PAGE 36 Page 20 of 20