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DR9305-SY 920923
9-23-92 TABLE 1 GRAPEVINE CREEK, COPPEL, TEXAS WATER SURFACE ELEVATION USIN~EAR FEMA DISCHARGE SEC. 1.0 2.0 2.5 3.0 3.3 3.6 4.0 4.5 EXISTING CONDITIONS II MAIN I SEC. I BYPASS II SEC. CHANNEL I NUM. I CHANNEL II NUM. BETHAL 498.62 498.61 498.59 499.12 500.11 500.34 500.76 501.90 4.5 START 501.90 O F ROAD 1.0 2.0 2.5 3.0 3.3 3.6 4.0 4.5 FLOW PROPOSED CONDITIONS I MAIN I SEC. I BYPASS I CHANNEL I NUM. I CHANNEL I 498.62 498.61 498 · 59 499 · 12 500.11 500.34 500.76 501.90 SPLIT 4.5 501.90 Q=3950 cfs I 5.ol 5.11 5.11 I I 15.61 502.08 I 5.7 I 502.09 I I DAM 5o2.12 I I I 5.2 I 5o2.12 5.21 I 502.09 6.Ol 30130 I 30189 I 30201 I 3o25o I I I 501.96 I I 15.91 I I END OF 5o2.ol 16.Ol 503.99 I I 503.83 RAILROAD 504.31 I I 5o5.18 I I Q-6550 cfs II Q-3500 els 501.94 I I 501.96 I I 5.0 I 502.10 II 5.1 I 502.13. DAM II 5.13. ! 502.13 I I FOOT BR. II 5.14 I 502.14 I I 502.29 I I 5.2 I 502.14 I 80 ! II 5.21 I 502.12 I I FOOT BR. I I 5.24 I 502.14 I I II 5.3 I 502,05 I I 502.36 II I I 901 II I I 3.3.01 FLOW SPLIT 502.02 II 6.0 I 501.94~ I 6.0 I 1130130 I 503.97 ~, I I 1130189 I 503.81~, I I BRIDGE 1130201 I 504.29 ~ I I 1130250 I so5.17 ~ I I I Q-700o ors I I 7o I 501.95 I I I I I I I I I 502. oo I I I I 5o2.15 I 502.36 I 501.94~1 I I I I USING PROPOSED BYPASS CHANNEL W/ LF.SS-2:i RT.SS-3:I PROPOSED LOB (MAIN SPLIT) 'n'-.050 O TABLE 2 GRAPEVINE CREEK, COPPEL, TEXAS WATER SURFACE ELEVATION USING 10 YEAR FEMA DISCHARGE 9-23-92 SEC. I NUM. I 1.0 2.0 2.5 3.0 3.3 3.6 4.0 4.5 EXISTING CONDITIONS II MAIN I SEC. I BYPASS II SEC. CHANNEL I NUM-I CHANNEL II NUM. I I I I BETHAL 494.47 494.69 494.85~ 495.40 496.32 496.70 497.04 498,29 4.5 START 498.29 O F ROAD 1.0 2.0 2.5 3.0 3.3 3.6 4.0 4.5 FLOW PROPOSED CONDITIONS I MAIN I SEC. I BYPASS ~ CHANNEL I NUM. [ CHANNEL I I I ~ 494.47 494.69 494.85 495.40 496.32 496.70 497.04 498.29 SPLIT 4.5 498.29 Q=2700 cfs 1 I 15.61 498.51 I 5.7 I 498.5]. I I DAM 498.52 I I I 5.2 I 498.53 5.2].1 498.50 Q=4000 els II Q=2350 ors I 498.32 II I 498.A]. II 5.o I 498.52 I II 5.]. I 498.53 I D A M II 5.].]. I 498.54 I I FOOT BR. II 5.].4 I 498.55 I I 498.86 II 5.2 I 498.55 I 8o I II 5.2]. I 498.53 I I FOOT BR. 6.01 30130 I 30189 I Q-4350 cfs 7o I 498.35 I I I I II 5-24 I 498.57 I I 498.38 I I I I 5.3 I 498.49 I I I 5.9 I 498.94 II I I 901 I I II I I ].].0 I END OF FLOW SPLIT 498.75 I 6.0 I 498.73 I I 6.o I 498.65 I 6.0 I 500.62 I I 1130].30 I 500.57 I I 500.69 I I 1130].89 I 500.65 I I RAILROAD BRIDGE 30203. I 50]..06 I I 113020]. I 50]..03 I I 30250 I 50]..5]. I I 1130250 I 50]..48 I I I 498.49 I I I I 498.67 I 498.96 I 498.66 I I I USING PROPOSED BYPASS CHANNEL W/ LF.SS=2:i RT.SS-3:i PROPOSED LOB (MAIN SPLIT) 'n'=.050 * WATER SURFACE PROFILES * * VERSION OF NOVEMBER 1976 * * UPDATED MAY 1984 * . * * RUN DATE 22-SEP-92 TIME 15:21:01 * ****************************************************** *************************************** * U.S. ARMY CORPS OF ENGINEERS * * THE HYDROLOGIC ENGINEERING CENTER * * 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616 * * (916) 440-2105 (FTS) 448-2105 ~ * **********************************~ ** 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 GRAPEVINE CREEK for DALLAS COUNTY PUBLIC WORKS EXISTING CONDITIONS MAIN CHANNEL 22-SEP-92 15:21:02 PAGE 1 THIS RUN EXECUTED 22-SEP-92 15:21:02 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03.04,05.06 MODIFICATION - 50.51.52.53.54.55.56 ************************************************** C T1 DALLAS CO - SPRINGS OF COPPELL PROJECT BY GRAHAM ASSOC(neal) 9-22-92 T2 10 YR. FEMA Q BASED ON KIMLEY-HORN MODEL W/ ADDED SECTIONS ON-SITE T3 EXISTING MAIN CHAN. GRAPEVINE CR - FILE-Z_EX2_MAIN J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q o. 2. 0. 0. 0.000000 0.00 0.0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 1.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 WSEL 494.470 CHNIM 0.000 0.000 ITRACE 0.000 4.000 0.065 NH 5.000 NH 1530.000 Xl 1.000 GR 501.000 GR 475.800 NH 5.000 NH 1762.000 X1 2.000 X4 1,000 GR' 501.000 , 494.000 498.400 NC 0.120 X1 2.500 _ 501.000 476.200 GR 496.700 GR 497.900 X1 3.000 502.000 477.000 GR 493.000 GR 498.600 6700.000 9400.000 10500.000 13400.000 0.000 0.070 0.045 0.100 0.300 0.000 0.040 1172.O00 0.120 1293.000 0.060 0.000 0.000 0.000 0.000 0.000 SECTION FROM FIELD SURVEYS HEAVY BRUSH ON SIDES NE~10.000 1293.000 1380.000 200.000 290.000 1000.000 497.100 1046.000 495.200 1172.000 1342.000 476.200 1349.000 492.000 1380.000 0,040 1120.000 0.120 1205.000 0.060 0,000 0.000 0.000 0.000 0o000 NEW SECTION FROM FIELD SURVEYS 13.000 1205.000 1291.000 105,000 230,000 496.000 1120.000 0.000 0.000 0.000 1000.000 493.600 1205.000 478,200 1251.000 1291.000 494,800 1295.000 496,100 1319.000 1364.000 499.800 1415.000 508.100 1762.000 0,120 0.060 0,000 0.000 0.000 NEW SECTION FROM FIELD SURVEYS OF 7-89 18.000 1204.000 1280,000 30.000 75.000 1000.000 497.700 1150~000 495.100 1204.000 1234.000 476.900 1239.000 481,300 1258.000 1322.000 499,100 1330.000 499,000 1345.000 1410.000 498.500 1460.000 505.000 1625.000 := 120.000105.000 1000.000500.600 1050.000 ,98.50011,8.000 1166.000477.300 1173.000 481.4001178.000 1237.ooo4,5.,00 1266.000 4,3.8001,78.000 1316.000,,,.0001,55.000505.000 1595'000 0.000 0.000 1380.000 0.000 235.000 488.300 498.000 1291.000 0.000 170.000 0.000 476.400 505.200 0.000 0.000 55.000 484.100 481.500 497.300 0.000 115.000 .484.400 485.000 494.800 0.000 0.000 0,000 0.120 0.000 0.000 1293.0 0 1427.0~0 0.120 0.000 0.000 0.000 1258.000 1341.000 0,000 0.000 0o000 1225.000 1262.000 1350.000 0o000 0.000 1295.000 0.000 0.000 0.000 1427.000 0.000 0.000 476.100 505.000 1341.000 0.000 0.000 0.000 77.200 04.800 0.000 0,000 0.000 476.600 493.000 497.700 0.000 0.000 477.000 489;2.00 498.300 0.000 0.000 0.000 0.100 0.000 0.000 1335.000 1530.000 0.100 0.000 0.000 0.000 1267,000 1352.000 0.000 0.000 0.000 1230.000 1280.000 I360.000 0.000 0,000 1158.000 1220.000 1307,000 0.000 22-SEP-92 15:21:02 PAGE 2 X1 3.300 GR 508.300 GR 477.000 GR 495.300 Xl 3.600 GR 509.800 GR 478.200 GR 497.400 GR 499.600 Xl 4.000 GR 511.000 GR 478.300 GR 501.200 GR 508.100 X1 4.500 GR 508.500 GR 490.400 GR 490.200 GR 478.800 GR 495.400 NC 0.100 QT 4.000 X1 5.000 GR 509.200 500.900 479.200 GR 495.700 NC 0.060 X1 5.100 509.200 491.000 G~ 485.80O GR 496.400 X1 5.110 GR 506.000 GR 494.000 GR 490.000 GR 482.000 GR 490.000 NEW SECTION FROM FIELD SURVEYS OF 7-89 15.000 1097.000 1190.000 205.000 80.000 180.000 0.000 0.000 0.000 1000.000 507.900 1014.000 497.200 1057.000 491.100 1097.000 478.800 1139.000 1145.000 477.900 1151.000 483.500 1172.000 496.000 1190.000 496.100 1220.000 1250.000 496.300 1300.000 497.500 1350.000 499.000 1400.000 505.000 1535.000 NEW SECTION FROM FIELD SURVEYS OF 7-89 17.000 1152.000 1249.000 205.000 1000.000 506.700 1065.000 506.700 1192.000 478.000 1205.000 478.200 1249.000 496.600 1307.000 496.100 1409.000 505.000 1556.000 0.000 NEW SECTION FROM FIELD SURVEYS 16.000 1220.000 1279.000 90.000 1000.000 509.000 1080.000 506.800 1256.000 478.300 1266.000 483.400 1423.000 501.700 1442.000 497.400 1680.000 0.000 0.000 0.000 200.000 200.000 0.000 0.000 0.000 1101.000 503.900 1110.000 500.000 1152.000 1210.000 483.600 1214.000 483.400 1219.000 1309.000 496.500 1311.000 498.800 1359.000 0.000 0.000 0.000 0.000 0.000 80.000 85.000 0.000 0.000 0.000 1167.000 501.000 1220.000 478.800 1247.000 1279.000 489.600 1295.000 497.600 1405.000 1453.000 499.200 1500.000 505.300 1595.000 0.000 0.000 0.000 0.000 0.000 NEW SECTION FROM FIELD SURVEYS W/ ADDED LOB VALLEY 25.000 1362.000 1472.000 390.000 410.000 1000.000 502.400 1143.000 494.700 1191.000 1242.000 491.400 1250.000 494.600 1263.000 1362.000 484.800 1370.000 480.800 1400.000 1414.000 482.200 1424.000 484.600 1426.000 1503.000 496.000 1567.000 496.300 1598.000 0.100 0.050 0.300 0.500 540.000 0.000 0.000 0.000 492.000 1210.000 489.600 1223.000 495.700 1277.000 496.000 1320.000 478.400 1403.000 477.900 1405.000 489.500 1451.000 492.100 1472.000 495.900 1676.000 498.100 1717.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 190.000 0.000 0.000 0.000 1357.000 490.300 1383.000 490.300 1395.000 1465.000 481.400 1493.000 479.100 1517.000 1530.000 485.100 1541.000 494.300 1555.000 1616.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 W/ ADDED LOB VALLEY 60.000 60.000 0.000 0.000 0.000 1140.000 500.700 1200.000 492.900 1222.000 1320.000 484.800 i320.000 484.600 1350.000 139~000 - -. 494.200 1432.000 496.300 1440.000 0.000 0.000 0.000 0.000 0.000 2700.000 9400.000 3950.000 13400.000 0.000 RNEWSECTION FROM FIEld) SURVEYS W/ ADDED LOB VALLEY STREAM OF DAM - START OFNAII~C~L FLOW SPLIT 18.000 1465.000 1555.000 140.000 170.000 1150.000 502.000 1285.000 500.700 1435.000 502.700 1445.000 502.700 1521.000 479.300 1526.000 482.000 1565.000 496.500 1593.000 496.300 0.080 0.030 0.000 0.000 NEW SECTION FROM FIELD SURVEY8 - DAM CREST 17.000 1320.000 1351.000 40.000 1000.000 504.900 1080'000 501.600 1233.000 490.900 1262.000 485.900 135't,000 490.000--' 1366,000 49t,~00 1455.000 496.300 1475.000 0.000 NEAR DOWNSTR. END OF OLD FOOT BRIDGE 28.000 1011.000 1025.000 45.000 30.000 736.000 500.000 806.000 499.000 880.000 917.000 493.000 921o000 492.000 925.000 982.000 489.000 989.000 488.000 996.000 1011.000 480.000 1017.000 481.000 1025.000 1040.000 491.000 1048.000 492.000 1070,000 45.000 498.000 491.000 487.300 486.000 493.000 0.000 896.000 952.000 1000.000 1025.000 111~.000 0.000 496.000 491.000 486.000 489.000 494.000 0.000 906.000 975.000 1011.000 1036.000 1136.000 22-SEP-92 15:21:02 GR 495.000 Xl 5.200 GR 505.800 GR 491.400 GR 482.600 GR 492.500 Xl 5.210 GR 508.000 GR 491.000 GR 483.000 GR 491.000 GR 496.500 NC 0.080 X1 5.300 GR 510.600 GR 494.000 GR 491.500 NC O.100 9T 4.000 X1 6.000 GR 513.700 GR 491.100 GR 503.000 NC 0.065 Xl 30130.000 GR 512.800 GR 501.800 483.800 GR. 510.900 X1 30189.000 517.300 1000.000 515.300 1500.000 (C~ 513.400 2000.000 502,000 2154.000 GR 491.500 2181.000 GR 487.100 2221.000 GR 500.200 2249.000 GR 514.000 2500.000 GR 515.400 300.0.000 1146.000 496.000 1150.000 496.500 1175.000 0.000 NEW SECT FROM FIELD SURVEYS - UPSTR. OF DAM IN STONE LINED CHAN 20.000 1355.000 1404.000 60.000 40.000 50.000 1140.000 501.100 1177.000 499.600 1258.000 498.700 1348.000 486.900 1374.000 485.500 1385.000 482.600 1404.000 485.900 1404.000 489.600 1417.000 490.900 1488.000 493.600 1508.000 494.300 1545.000 496.300 NEAR DOWNSTR. END OF OLD FOOT BRIDGE 21.000 1010.000 1025.000 220.000 50.000 130.000 954.000 505.000 960.000 500.000 969.000 495.000 987.000 490.000 991.000 489.000 995.000 488.000 1010.000 482.000 1017.000 483.000 1025.000 486.000 1038.000 492.000 1053.000 493.000 1083.000 494.000 1160.000 0.000 0.000 0.000 0.000 0.000 0.080 0.000 0.000 0.000 0.000 0.000 NEW SECTION FROM FIELD SURVEYS - IN STONE LINED CHAN 13.000 1123.000 1138.000 110.000 75.000 115.000 1000.000 510.200 1025.000 509.200 1047.000 498.000 1110.000 486.200 1123.000 482.500 1123.000 482.500 1152.000 494.000 1177.000 496.600 1185.000 0.000 0.100 0.050 0.100 0.300 0.000 0.000 6700.000 9400.000 10500.000 13400.000 0.000 0.000 NEW SECTION FROM FIELD SURVEYS - UPSTR. OF FLOW SPLIT 11.000 1127.000 1182.000 390.000 360.000 370.000 880.000 501.600 1000.000 499.600 1064.000 498.600 1127.000 484.200 1146.000 484.000 1158.000 498.700 1390.000 0.000 0.000 0.000 0.000 0.000 0.065 0.045 0.300 0.500 0.000 '~!.~- 0.000 FIS SRCTION T - SURVEYED SECTION 19 REAm LENGTH A[kTUSTED~':i~ 20.000 2180.000 2222.000 135.000 210,000 ?~90.000 1500.000 513,000 1600,000 512,100 1700.000 ~i~510.000 2000.000 500,800 2066.000 495.700 2100.000 ~:! 492,400 2207.000 484,800 2212.000 50'2.000 2222.000 504.400 2500.000 511.400 2600.000 512,200 2?00,000 512,500 JUST DOMNS~ OF ST. LOUIS & S.W. 42.000 2138.000 2263.000 59.000 59.000 59.000 1100.000 516.500 1200.000 516.200 1600.000 514.600 1700.000 514.200 2100.000 513.300 2138.000 510.200 2166.000 494.100 2167.000 492.500 2194,000 487.200 2195.000 486.800 2222.000 494.500 2234.000 494.500 2260.000 510,400 2263,000 513,400 2600.000 514.500 2700.000 514.700 3100.000 0.000 0.000 0.000 516.900 515.000 513.200 494.100 487,200 487.100 507.200 514.400 515.600 0.000 0.000 1277.000 1385.000 1430.000 1554.000 0.000 979.000 1000.000 1025.000 1130.000 0.000 0.000 0.000 1086.000 1138.000 0.000 0.000 0.000 0,000 1091.000 1182.000 0.000 0.000 0.000 1800.000 2180.000 2300.000 2800.000 0.000 p00,000 800.000 0 2138.o 2173, 2207.000 2235.000 2263,000 0.000 0.000 493.000 481.100 492.500 496.300 0.000 492.000 486.000 490.000 496.000 0.000 0,000 0.000 494.700 486.200 0.000 0.000 0.000 0.000 493.500 502.000 0.000 0.000 -0.100 506.300 I ,5oo .I00 513.100 0.000 515.800 513.700 503.900 491.500 86.800 00.200 13.700 S1S.100 0,000 PAGE 0.000 0.000 1308.000 1393.000 1470.000 1580.000 0.000 985.000 1010.000 1036.000 1138.000 0.000 0.000 0.000 1087.000 1138.000 0.000 0.000 0.000 0.000 1105.000 1278.000 0.000 0.000 0.000 1900.000 2200.000 2400.000 2900.000 0.000 1400.000 1900.000 2153.0 0 2180.090 2208.000 2248.000 2400.000 2900.000 0o000 22-SEP-92 15:21:02 PAGE 4 DOWNSTREAM END OF ST. LOUIS & S.W. RR FIS SECTION U - SURVEYED SECTION 20 Xl 30190.000 58.000 2138.000 2263.000 1.000 1.000 1.000 0.000 0.000 0.000 BT 2.000 2138.000 513.300 510.200 2263.000 513.400 510.400 0.000 0.000 0.000 GR 517.300 1000.000 516.900 1100.000 516.500 1200.000 516.200 1300.000 515.800 1400.000 GR 515.300 1500.000 515.000 1600.000 514.600 1700.000 514.200 1800.000 513.700 1900.000 GR 513.400 2000.000 513.200 2100.000 513.300 2138.000 510.200 2138.000 503.900 2153.000 GR 510.400 2153.000 510.400 2154.000 502.000 2154.000 494.100 2166.000 510.400 2166.000 GR 510.400 2167.000 494.100 2167.000 492.500 2173.000 491.500 2180.000 510.400 2180.000 GR 510.400 2181.000 491.500 2181.000 487.200 2194.000 510.400 2194.000 510.400 2195.000 GR 487.200 2195.000 486.800 2207.000 510.400 2207.000 510.400 2208.000 486.800 2208.000 GR 487.100 2221.000 510.400 2221.000 510.400 2222.000 487.100 2222.000 494.500 2234.000 GR 510.400 2234.000 510.400 2235.000 494.500 2235.000 500.200 2248.000 510.400 2248.000 GR 510.400 2249.000 500.200 2249.000 507.200 2260.000 510.400 2263.000 513.400 2263.000 GR 513.700 2400.000 514.000 2500.000 514.400 2600.000 514.500 2700.000 514.700 2800.000 GR 515.100 2900.000 515.400 3000.000 515.600 3100.000 0.000 0.000 0.000 0.000 UPSTREAM END OF ST. LOUIS & S.W. RR Xl 30200.000 0.000 0.000 0.000 10.000 10.000 10.000 0.000 0.000 0.000 X2 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 JUST UPSTREAM OF ST. LOUIS & S.W. RR X1 30201.000 42.000 2138.000 2263.000 1.000 1.000 1.000 0.000 0.000 0.000 GR 517.300 1000.000 516.900 1100.000 516.500 1200.000 516.200 1300.000 515.800 1400.000 GR 515.300 1500.000 515.000 1600.000 514.600 1700.000 514.200 1800.000 513.700 1900.000 GR 513.400 2000.000 513.200 2100.000 513.300 2138.000 510.200 2138.000 503.900 2153.000 GR 502.000 2154.000 494.100 2166.000 494.100 2167.000 492,500 2173.000 491.500 2180.000 GR 491.500 2181.000 487.200 2194.000 487.200 2195.000 486.800 2207.000 486.800 2208.000 GR 487.100 2221.000 487.100 2222.000 494.500 2234.000 494.500 2235.000 500.200 2248.000 GR 500.200 2249.000 507.200 2260.000 510.400 2263.000 513.400 2263.000 513.700 2400.000 GR 514.000 2500.000 514.400 2600.000 514.500 2700.000 514.700 2800.000 515.100 2900.000 G~t 515.400 3000.000 515.600 3100.O00 0.000 0.000 0.000 0,000 0.000 0.000 NC 0.000 0.000 0.000 0.100 0.300 0.000 0.000 0.000 0.000 0.000 FROM KIML~Y-HORN MODEL X1 30250.000 20.000 2180.000 2222.000 49.000 49.000 49.000 0.000 0.000 0.000 GR 512.800 1500.000 513.000 1600.000 512.I00 1700.000 510.000 1800.000 506.300 1900.000 501.800 2000.000 500.800 2066.000 495.?00 2100.000 492.400 2180,000 484.500 2200.000 483.8000 2207.000 484,800 2212.000 502.000 2222.000 504.400 2300.000 507.100 2400,000 · 900 2500.000 511.400 2600.000 512,200 2700.000 512.500 2800.000 513.100 2900.000 510.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22-SEP-92 15:21:02 SECNO DEPTH CWSEL CRIWS WSELK IME LOB XNL SLOPE XLOBL XLCH XLOBR ITRIAL EG HV HL ACH AROB VOL XNCH XNR WTN IDC ICONT CORAR *PROF 1 CCh'V= 0.100 CEHV= 0.300 1490 NH CARD USED *SECNO 1.000 NEW SECTION FROM FIELD SURVEYS 1.00 18.67 494.47 0.00 494.47 6700. 391. 6294. 15. 334. 0.00 1.17 5.74 0.63 0.120 0.001993 200. 235. 290. 0 HEAVY BRUSH ON SIDES 494.95 0.48 0.00 1096. 24. 0. 0.060 0.120 0.000 0 0 0.00 1490 NH CARD USED *SECNO 2.000 NEW SECTION FROM FIELD SURVEYS 2.00 18.29 494.69 0.00 0.00 495.54 6700. 12. 6688. O. 21. 905. 0.01 0.55 7.39 0.40 0.120 0.060 0.004344 105. 170. 230. 2 0 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *SECNO 2.500 NEW SECTION FROM FIELD SURVEYS OF 7-89 2.50 18.65 494.85 0.00 0.00 ' 495.83 6700. 0. 6684. 16. 0. 839. 0.01 0.00 7.97 0.83 0.000 0.060 0.004977 30. 55. 75. 0 0 0.00 488.30 0. 492.00 475.80 1184.80 214.55 1399.35 *SECNO 3.OOO NEW SECTION FROM FIELD SURVEYS 3.00 18.40 495.40 0.00 0.00 496.32 6700. 140. 6056. 503. 73. 753. 0.01 1.92 8~04 2.05 0.120 0.060 0.003506 120. 115. 105. 2 0 0.85 0.48 0.11 493.60 1. 4. 1. 494.00 0.120 0.000 476.40 1166.31 0 0.00 128.15 1294.46 *SECNO 3.300 NEW SECTION FROHFIELDSURVEYS OF 7-89 3.30 19.32 496.32 0.00 0.00 496.82 6700. 95. 6586. 19. 89. 1148. 0.02 1.06 5.74 0.36 0.120 0.060 0.002066 205. 180. 80. 2 0 0.98 0.26 20. 6. 0.120 0. 000 0 0.00 0.04 495.10 1. 493.00 47:6.20 1204.46 96.67 1301.13 0.91 0.48 0.01 484.40 245. 8. 1. 485.00 0.120 0.000 477.00 1141.73 0 0.00 155.34 1297.07 0.50 0.47 0.04 491.10 53. 13. 2. 496.00 0 0.000 477.00 1062.76 0'120 0.00 238.16 1300.92 PAGE 22-SEP-92 15:21:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV v cC". vo,. *SECNO 3.600 3265 DIVIDED FLOW NEW SECTION FROM FIELD SURVEYS OF 7-89 3.60 18.70 496.70 ~ 0.00 0.00 497.44 0.74 0.55 6700. 0. 6699. 1. 0. 967. 2. 18. 0.03 0.00 6.92 0.30 0.000 0.060 0.120 0.000 0.003783 205. 200. 200. 2 0 0 0.00 *SECNO 4.000 NEW SECTION FROM FIELD SURVEYS 4.00 18.74 497.04 0.00 0.00 497.73 0.69 0.28 6700. 0. 5560. 1140. 0. 767. 550. 20. 0.03 0.00 7.25 2.07 0.000 0.060 0.120 0.000 0.002977 90. 85. 80. 2 0 0 0.00 *SECNO 4.500 3280 CROSS SECTION 4.50 EXTENDED 0.19 FEET 3301 HV CHANGED MORE THAN HVINS NEW SECTION FROM FIELD SURVEYS W~ ADDED LOB VAT.TRy 4.50 20.39 498.29 0.00 0.00 498.46 0.17 0.68 6700. 907. $405. 388. 8e$. 1473. S96. 43. 0.08 1.03 3.67 0.65 0.120 0.060 0.120 0.000 0.000735 390. 540. 410. 2 0 0 0.00 CCHV= 0.300 CEHV= 0.500 *SECNO 5.000 3265 DIVIDED FLOW 3280 CROSS SECTION 5.00 EXTENDED 2.21 FE~T NEW SECTION FROM FIELD SURVEYS W/ ADDED LOB V~TZ~y DOWNSTREAM OF DAM - START OF MAI~CHAI~I~L FLOW-SP~T 5.00 19.41 498.51 0.00 0.00 498.57 0.06 0.08 2700. 183. 2462. 55. 310. 1164. 151. 52. 0.10 0.59 2.12 0.36 0.100 0.050 0.100 0.000 0.000178 140. 190. 170. 2 '0 0 0.00 0.07 500.00 2. 497.40 478.00 1158.06 104.84 1315.17 0.01 501.00 3. 483.40 478.30 1224.81 172.54 1397.35 0.05 490.20 6. 492.10 477.90 1168.63 548.37 1717.00 0.03 502.70 8. 494.30 479.10 1362.48 208.99 1616.00 PAGE 22-SEP-92 15:21:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV T%M . Lo8 Lo,, vo . SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 5.100 3280 CROSS SECTION 5.10 EXTENDED 2.22 FEET NEW SECTION FROM FIELD SURVEYS - DAM CREST WL ADDED LOB VALLEY 5.10 13.91 498.51 0.00 0.00 498.58 0.07 0.01 0.00 2700. 1022. 1239. 439. 924. 428. 661. 55. 8. 0.11 1.11 2.89 0.66 0.060 0.030 0.080 0.000 484.60 0.000111 40. 60. 60. 1 0 0 0.00 268.86 485.90 485.80 1206.14 1475.00 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED 2.02 FEET NEAR DOWNSTR. END OF OLD FOOT BRIDGE 5.11 18.52 498.52 0.00 0.00 498.59 0.07 0.01 0.00 2700. 1124. 820. 755. 826. 249. 857. 56. 8. 0.12 1.36 3.29 0.88 0.060 0.030 0.080 0.000 480.00 0.000188 45. 45. 30. 0 0 0 0.00 287.32 486.00 486.00 887.68 1175.00 *SECNO 5.200 3280 CROSS SECTION 5.20 EXTENDED 2.23 FEET NEW SECT FROM FIELD SURVEYS - UPSTR. OF DAM IN STONE LINED CH~ 5.20 17.43 498.53 0.00 0.00 498.60 0.08 0.01 0.00 2700. 867. 1047. 786. 716. 317. 996. 59. 9. 0.13 1.21 3,30 0.79 0.060 0.030 0.080 0.000 481.10 0.000154 60, 50. 40. 0 ~0 0 0,00 302.07 485.50 485.90 1277.93 1580,00 *SECNO 5.210 3280 CROSS SECTION 5.21 EXTENDED 2.00 FE~T NEAR DOWNSTR. ~ND OF OLD FOOT BRIDGE 5.21 16.50 498.50 0.00 0.00 498.69 0.20 0.03 0.06 2700. 609. 1201. 890. 289, 240. 729. 63, 9. 0.14 2.11 5.00 1.22 0.060 0.030 0.080 0.000 482.00 0.000400 220. 130. 50. 2 0 0 0.00 187.99 486.00 486.00 972.01 1160.00 PAGE *SECHO 5.300 3280 CROSS SECTION 5.30 EXTENDED 1.78 FRET 22-SEP-92 15:21:02 NEW SECTION FROM FIELD SURVEYS - IN STONE LINED CHAN 5.30 15.88 498.38 0.00 0.00 498.93 0.55 0.06 0.18 2700. 359. 1740. 601. 203. 238. 299. 65. 9. 0.14 1.77 7.31 2.01 0.080 0.030 0.080 0.000 482.50 0.000930 110. 115. 75. 2 0 0 0.00 100.31 CCHV= 0.100 CEHV= 0.300 *SECNO 6.000 3301 }iV CHANGED MORE THAN HVINS 6.00 6700. 0.15 0.006542 NEW SECTION FROM FIELD SURVEYS - UPSTR. OF FLOW SPLIT 14.75 498.75 0.00 0.00 500.37 1.61 1.12 0.32 674. 6026. 0. 180. 565. 0. 71. 10. 3.74 10.67 0.01 0.100 0.050 0.100 0.000 484.00 390. 370. 360. 2 0 0 0.00 96.82 CCHV= 0.300 CEHV= *SECNO 30130.000 0.500 3301 HV CHANGED MORE THAN HVINS FIS SECTION T - SURVEYED SECTION 19 PEACH LENGTH ADJUSTED 30130.00 16.92 500.62 0.00 0.00 501.36 0.74 0.73 0.26 6700. 2491. 4209. 0. 617. 517. 0. 75. 11. 0.16 4.03 8.14 0.00 0.065 0.045 0.000 0.000 483.70 0.002846 135. 190. 210, 3 0 0 0.00 154.70 *SECNO 30189.000 JUST DOWNSTREAM OF ST. LOUIS& S.W. RR 30189.00 13.89 500.69 0.00 O,00 501.65 0.96 0.18 0.11 67o0. o. 6700. o. 854. o. 76. 11. 0.16 0.00 7.04 0.00 o.o v 0.045 0.000 0.000 486,8o 0.003237 59. 59. 59. 2 0 0 0.00 93.78 *SECHO 30190.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE,NRD~ 2 MIN ELTRD~ 513.30 MAX ELLC~ 510.40 DOWNSTREAM END OF ST. LOUIS & S.W. RR FIS SECTION U - SURVEYED SECTION 20 30190.00 13.81 500.61 0.00 0.00 501.74 1.14 0.01 0.09 6700. O. 6700. O. O. 783. O. 76. 11. 0.16 0.00 8.55 0.00 0.000 0.045 0.000 0,000 486.80 0.012222 1. 1. 1. 2 0 0 0.00 86.52 486.20 486.20 1084.69 1185.00 491.10 498.70 1086.80 1183.62 492.30 501.90 2066.55 2221.25 513.30 513.40 2155.99 2249.77 513.30 513.40 2156.12 2249.64 PAGE 22-SEP-92 15:21:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV T~.E'~Los S~PE X~BL X~H X~BR ITRIAL IDC ICONT CO~ ~ID ENDST *SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE,NRD= 2 MIN ELTRD= 513.30 MAX ELI~= 510.40 UPSTREAM END OF ST. LOUIS & S.W. RR 30200.00 13.98 500.78 0;00 0.00 501.87 1.09 0.12 6700. 0. 6700. O. 0. 799. 0. 77. 0.16 0.00 8.39 0.00 0.000 0.045 0.000 0.000 0.011680 10. 10. 10. 2 0 0 0.00 *SECNO 30201.000 JUST UPSTREAM OF ST. LOUIS & S.W. RR 30201.00 14.26 501.06 0.00 0.00 501.94 0.88 0.01 6700. 0. 6700. O. 0. 889. 0. 77. 0.16 0.00 7.53 0.00 0.000 0.045 0.000 0.000 0.002882 1. 1. 1. 2 0 0 0.00 CCHV= 0.100 CEHV= 0.300 *SICNO 30250.000 FROM KINI~Y-HORN MODEL 30250.00 17.71 501.51 0.00 0.00 502.09 0.58 0.12 ,~00. 2685. 40~5. o. 072~''0'5 ~0. o. 78. 0.17 3.71 ~.30 0.00 0.045 0.000 0.000 0.002156 49, 49. 49, 2 0 0 0.00 0.01 513.30 11. 513.40 486.80 2155.85 87.06 2249.91 0.O6 513.30 11. 513.40 486,80 2155.42 94.93 2250.36 0.03 492.40 11. 502.00 483.80 2018.95 202.77 2221.72 PAGE 22-SEP-92 15:21:02 PAGE 10 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01.02.03,04.05.05 MODIFICATION - 50.51.52.53.54.55.56 ************************************************** T1 ~.LL~..~ C~_~.S~R~_O~_C~_~_L~__~R_O~__ECT BY GRAHAM ASSOC(neal) 9-22-92 T2 ~vv x~. r~a ~ ~.~sD ON KIHLEY-HORN MODEL W/ ADDED SECTIONS ON-SITE T3 EXISTING MAIN CHAN. GRAPEVINE CREEK FILE=Z_EX2_MAIN J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q O. 4. O. O. 0.000000 0.00 0.0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 15.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 THIS RUN EXECUTED WSEL FQ 498.620 0.000 CHNIN ITRACE 0.000 0.000 22-SEP-92 15:21:12 22-SEP-92 15:21:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV LOB QROB LEFT/RIGHT ~IME ~LOB ~cCHH ALOB ACH AROB VOL TWA VROB XNL XNCH XITR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 2 CCh'V= 0.100 CEHV= 0.300 1490 NH CARD USED *SECNO 1.000 NEW SECTION FROM FIELD SURVEYS 1.00 22.82 498.62 0.00 498.62 10500. 2123. 8197. 179. 1156. 0.00 1.84 5.63 1.04 0.091 0.001308 200. 235. 290. 0 HEAVY BRUSH ON SIDES 499.01 0.39 0.00 1457. 173. 0. 0.060 0.120 0.000 0 0 0.00 1490 NH CARD USED *SECNO 2.000 3265 DIVIDED FLOW 2.00 10500. 0.01 0.003117 NEW SECTION FROM FIELD SURVEYS 22.21 498.61 0.00 0.00 499.46 750. 9602. 149. 406. 1243. 1.85 7.73 1.47 0.098 0.060 105. 170. 230. 2 0 0.00 488.30 0. 492.00 475.80 1028.07 408.05 1436.12 *SECNO 2.500 3265 DIVIDED FLOW NEW SECTION 2.50 22.39 498.59 10500. 169. 9977. 0.01 1.24 8.89 0.004240 30. 55. FROM FIELD SURVEYS OF 7-89 0.00 0.00 499.76 355. 136. 1122. 1.51 0.120 0.060 75. 2 0 0.85 0.31 0.14 493.60 101. 8. 1. 494.00 0.120 0.000 476.40 1057.30 0 0.00 275.92 1371.74 *SECNO 3.000 NEW SECTION 3.00 22.12 499.12 10500. 306. 8621. 0.01 2.21 9.11 0.003319 120. 115. FIELD SURVEYS FROM0.00 0.00 500.19 1572. 138. 946. 2.41 0.120 0.060 105. 2 0 1.17 0.20 0.09 495.10 235. 10. 1. 493.00 0.120 0.000 476.20 1109.66 0 0.00 334.64 1462.22 1.07 0.43 0.01 484.40 653. 14. 2. 485.00 0.120 0.000 477.00 1112.10 0 0.00 345.66 1457.76 PAGE 11 22-SEP-92 15:21:02 SECNO DEPTH CWSEL CRIWS WSELK EG TQIME LOB CH QROB ~LOB ~CH ALOB ACH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC }iV AROB XNR ICONT *SECNO 3.300 3301 HV CHANGED MORE THAN HVINS NEW SECTION 3.30 23.11 500.11 10500. 403. 9219. 0.02 1.58 6.14 0.001657 205. 180. FROM FIELD SURVEYS OF 7-89 0.00 0.00 500.63 877. 256. 1501. 1.19 0.120 0.060 80. 2 0 0.52 738. 0.120 0 *SECNO 3.600 NEW SECTION 3.60 22.34 500.34 10500. 0. 9931. 0.03 0.22 7.58 0.003373 205. 200. FROM FIELD SURVEYS OF 7-89 0.00 0.00 501.19 569. 1. 1310. 1.41 0.120 0.060 200. 2 0 0.85 404. 0.120 0 *SECNO 4.000 3265 DIVIDED FLOW 4.00 10500. 0.03 0.002782 NEW SECTION FROM FIELD SURVEYS 22.46 500.76 0.00 0.00 501.46 0. 7572 · 2928. O. 977. 0.0090, 7.7585 · 2i~.6 0.00~ 0.06(~ 0.70 1190. O. 120 0 *SECHO 4. 500 3280 CROSS~ SECTION 4 · 50 EXTENDED 3.80 FEET 3301 }IV CHANGED MORE THAN HVINS 4.50 10500. 0.08 0.000570 HL VOL WTN CORAR NEW SECTION FROM FIELD SURVEYS W/ ADDED LOB VALLEY 24.00 501.90 0.00 0.O0 502.05 0.16 0.54 1957. 7085. 1458. 1622. 1870. 1480. 72. 1.21 3.79 0.98 0.120 0.060 0.120 0.000 390. 540. 410. 2 0 0 0.00 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST 0.38 0.06 491.10 21. 3. 496.00 0.000 477.00 1045.28 0.00 379.81 1425.10 0.46 0.10 500.00 31. 5. 497.40 0.000 478.00 1148.29 0.00 280.97 1429.26 0.26 0.01 501.00 35. 5. 483.40 06.0~ 478.30 1220.29 280.45 1524.33 0.05 490.20 10. 492.10 477.90 1146.14 570.86 1717.00 PAGE 12 22-SEP-92 15:21:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL IME LOB QROB ALOB ACH AROB VOL VROB SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST CCHV= 0.300 CEHV= 0.500 *SECNO 5.000 3265 DIVIDED FLOW 3280 CROSS SECTION 5.00 EXTENDED 5.78 FEET NEW SECTION FROM FIELD SURVEYS W/ ADDED LOB DOWNSTREAM OF DAM - START OF MAI~[CHANNEL FLOW SPLIT 5.00 22.98 502.08 0.00 0.00 502.15 0.07 0.07 3950. 418. 3313. 219. 628. 1474. 369. 87. 0.10 0.66 2.25 0.59 0.100 0.050 0.100 0.000 0.000159 140. 190. 170. 2 0 0 0.00 0.03 502.70 11. 494.30 479.10 1283.49 308.25 1616.00 *SECNO 5.100 3280 CROSS SECTION 5.10 EXTENDED 5.80 FEET NEW SECTION FROM FIELD SURVEYS - DAM CREST W/ ADDED LOB VALLEY 5.10 17.49 502.09 0.00 0.00 502.16 0.~6 0.01 0.00 3950. 1577. 1559. 814. 1405. 539. 1104. 90. 12. 0.11 1.12 2.89 0.74 0.060 0.030 0.080 0.000 484.60 0.000081 40. 60. 60. 0 0 0 0.00 344.09 485.90 485.80 1130.91 1475.00 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED 5.62 NEAR DOWNSTR. END OF OLD FOOT 5.11 22.12 502.12 0.00 0.00 16 3950. 1808. ~ 1264. 1516.' 0.12 1.19 0.90 0.060 0.000117 45. 45. 30, 2 0 0.04 0.00 0.01 1397. 93. 12. 0.080 0.000 480.00 0 0.00 393.74 486.00 486.00 781.26 1175.00 *SECNO 5.200 3280 CROSS SECTION 5.20 EXTENDED 5.83 FEBT NEW SECT FROM FIELD SURVEYS - UPSTR. OF DAM IN STONE LINED CHAN 5.20 21.02 502.12 0.00 0.00 502.17 0.05 0.01 0.00 3950. 1426. 1167. 1357. 1309. 385, 1628. 97, 12. 0.13 1,09 3.03 0.83 0.060 0.030 0.080 0.000 481.10 0.000100 60. 50. 40. 0 0 0 0.00 411.07 485.50 485.90 1168.93 1580.00 PAGE 13 22-SEP-92 15:21:02 SECNO DEPTH CWSEL ~IME LOB ~ CRIWS WSELK EG HV HL OLOSS BANK ELEV ~LOB QROB ALOB ACH A-ROB VOL TWA LEFT/RIGHT VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 5.210 3280 CROSS SECTION 5.21 EXTENDED 5.59 FEET NEAR DOWNSTR. END OF OLD FOOT BRIDGE 5.21 20.09 502.09 0.00 0.00 502.24 0.15 0.02 3950. 911. 1401. 1638. 438. 294. 1214. 104. 0.14 2.08 4.77 1.35 0.060 0.030 0.080 0.000 0.000277 220. 130. 50. 2 0 0 0.00 *SECNO 5.30O 3280 CROSS SECTION 5.30 EXTENDED 5.36 FEET NEW SECTION FROM FIELD SURVEYS - IN STONE LINED CHAN 5.30 19.46 501.96 0.00 0.00 502.46 0.50 0.04 3950. 727. 2162. 1061. 362. 292. 467. 107. 0.15 2.01 7.41 2.27 0.080 0.030 0.080 0.000 0.000729 110. 115. 75. 2 0 0 0.00 CCI{V= 0.100 CEHV= 0.300 *SECNO 6.000 3301HV CHANGED MORE THAN HVINS NEW SECTION FROM FIELD SURVEYS - UPSTR. OF FLOW SPLIT 6.00 18.01 502.01 0.00 0.00 503.76 1.74 0.92 10500. 1637. 8620. 244. 467. 744. 160. 117. 0.16 3.50 11.59 1.52 0.100 0.050 0.100 0.000 0.005340 390. 370. 360. 2 0 0 0.00 .. CCI{V= 0.300 CEHV= 0.500 *SECNO 30130.000 3301 }IV CHANGED MORE THAN HVINS 30130.00 10500. 0.17 0.002135 0.05 486.00 13. 486.00 482.00 965.24 194.77 1160.00 0.17 486.20 14. 486.20 482.50 1072.21 112.79 1185.00 0.37 491.10 15. 498,70 484.00 995.89 283.67 1279.57 FIS SECTION T - SURVEYED SECTION 19 I%EACH LENGTH ADJUSTED 20.29 503.99 0.00 0.00 504.64 0.65 0.55 ~ 2.3 5073. 5350. 77. 12,. 65,. 71. -I,4. i 4.08 8.13 1.09 0.065 0.045 0.065 0.000 483.70 135. 190. 210. 3 0 0 0.00 340.74 492.30 501.90 1949.14 2389.88 PAGE 14 22-SEP-92 15:21:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL LOB CH QROB ~IME ~LOB ~CH ALOB ACH AROB VOL V'ROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR *SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS JUST DOWNSTREAM OF ST. LOUIS & S.W. 1RR 30189.00 17.03 503.83 0.00 0.00 505.10 10500. 0. 10500. 0. 0. 1163. 0.17 0.00 9.03 0.00 0.000 0.045 0.003242 59. 59. 59. 2 0 *SECNO 30190.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE,NRD~ 2 MIN ELTRD~ 513.30 MAX ELLC= DOWNSTREAM END OF ST. LOUIS & S.W. RR FIS SECTION U - SURVEYED SECTION '20 30190.00 16.92 503.72 0.00 0.00 505.23 10500. 0. 10500. 0. 0. 1066. 0.17 0.00 9.85 0.00 0.000 0.045 0.014428 1. 1. 1. 2 0 *SECNO 30200.000 3265 DIVIDED FLOW 1.27 0. 0.000 0 510.40 1.51 0. 0.000 0 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST 0.15 0.31 513.30 126. 17. 513.40 0.000 486.80 2153.03 0.00 101.68 2254.71 0.01 0.12 513.30 126. 17. 513.40 0.000 486.80 2154.00 0.00 93.53 2254.53 3370 NORMAL BRIDGE,NRD= 2 MIN ELTRD~ 513.30 MAX ELLC~ 510.40 UPSTREAM END OF ST. LOUIS & S.W. RR 30200.00 17.13 503.93 0.00 0.00 505.39 1.45 0.14 10500. 0. 10500. 0. 0. 1086. 0. 126. 0.17 0.00 9.67 0.00 0.000 0.045 0.000 0.000 0.013810 10. 10. 10. 2 0 0 0.00 *SECNO 30201.000 JUST *UPSTI~EAM OF ST. LOUIS & S.W. RR 30201.00 17.51 504.31 0.00 0.00 505.48 1.17 0.01 10500. 0. 10500. 0. 0. 1212. 0. 126. 0.17 0.00 8.67 0.00 0.000 0.045 0.000 0.000 0.002895 1. 1. 1. 2 0 0 0.00 0.02 513.30 17. 513.40 486.80 2152.92 93.94 2254.87 0.09 513.30 17. 513.40 486.80 2152.02 103.45 2255.46 PAGE 15 22-SEP-92 15:21:02 SECNO DEPTH CWSEL CRIWS WSELK LOB QROB ALOB SLOPE XLOBL XLCH XLOBR ITRIAL CCHV= O. 100 CEHV= *SECNO 30250. 000 0.300 3301 HV CHANGED MORE THAN HVINS FROM KIMLEY-HORN MODEL 30250.00 21.38 505.18 0.00 0.00 10500. 5332. 4949. 219. 1511. 0.17 3.53 7.03 1.32 0.065 0.001457 49. 49. 49. 2 EG HV HL ACH AROB VOL XNCH XNR WTN IDC ICONT CORAR 505.64 0.46 0.10 704. 167. 128. 0.045 0.065 0.000 0 0 0.00 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST 0.07 492.40 17. 502.00 483.80 1924.71 404.48 2329.19 PAGE 16 22-SEP-92 15:21:02 PAGE 17 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02.03.04.05.06 MODIFICATION - 50,51.52.53.54,55,56 ************************************************** NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER EXISTING MAIN CHAN. GRAP SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN 1.000 0.00 0.00 0.00 475.80 1.000 0.00 0.00 0.00 475.80 2.000 170.00 0.00 0.00 476.40 2.000 170.00 0.00 0.00 476.40 2.500 55.00 0.00 0.00 476.20 2.500 55.00 0.00 0.00 476.20 3.000 115.00 0.00 0.00 477.00 3.000 115.00 0.00 0.00 477.00 3.300 180.00 0.00 0.00 477.00 3.300 180.00 0.00 0.00 477.00 3.600 200.00 0.00 0.00 478.00 3.600 200.00 0.00 0.00 478.00 4.000 85.00 0.00 0.00 478.30 4.000 85.00 0.00 0.00 478.30 4.500 540.00 0.00 0.00 477.90 4.500 540.00 0.00 0.00 477.90 5.000 190.00 0.00 0.00 479.10 5.000 190.00 0.00 0.00 479.10 5.100 60.00 0.00 0.00 484.60 5.100 60.00 0.00 0.00 484.60 5.110 45.00 0.00 0.00 480.00 5.110 45.00 0.00 0.00 480.00 INDICATES MESSAGE IN SUMMARY Q CWSEL 6700.00 494.47 10500.00 498.62 6700.00 494.69 10500.00 498.61 6700.00 494.85 10500.00 498.59 6700.00 495.40 10500.00 499.12 6700.00 496.32 10500.00 500.11 6700.00 496.70 10500.00 500.34 6700.00 497.04 10500.00 500.76 6700.00 498.29 501.90 x~?oo.o~ 498.51 ~ 502.08 ,/ 2700.~0 498.51 502.09 /2700.0~ 498.52 502.12 THIS RUN EXECUTED OF ERRORS LIST CRIWS EG 10K*S 0.00 494.95 19.93 0.00 499.01 13.08 0.00 495.54 43.44 0.00 499.46 31.17 0.00 495.83 49.77 0.00 499.76 42.40 0.00 496.32 35.06 0.00 500.19 33.19 0.00 496.82 20.66 0.00 500.63 16.57 0.00 497,44 37.83 0.00 501.19 33.73 0.00 497.73 29.77 0.00 501.46 27.82 0.00 498.46 7.35 0.00 502.05 5.70 0.00 498.57 1.78 0.00 502.15 1.59 0.00 498.58 1.11 0.00 502.16 0.81 0.00 498.59 1.88 0.00 502.16 1.17 22-SEP-92 VCH 5.74 5.63 7.39 7.73 7.97 8.89 8.04 9.11 5.74 6.14 6.92 7.58 7.25 7.75 3.67 3.79 .89 °89 15:21:16 AREA 1453.43 2785.87 927.76 1749.79 858.46 1493.03 1071.30 1737.32 1290.10 2494.47 969.76 1715.25 1316.44 2166.88 2951.93 4971.48 1624.52 2470.87 2012.73 3048.76 1932.73 3213.15 .01K 1500.73 2903.01 1016.59 1880.75 949.69 1612.60 113]~ 182] 1474.01 2579.55 1089.33 1807.80 1227.96 1990.82 2472.04 4399.30 2024.41 3133.44 2568.32 4383.52 1968.60 3658.71 22-SEP-92 15:21:02 SECNO XLCH ELTRD ELLC ELMIN Q 5.200 / 0.00 0.00 481.10 2700.00 5.200 ~ 5~ 0.00 0.00 481.10 3950.00 5.210 130.00 0.00 0.00 482.00 i =2709._0~ 5.210 13Jla0 0.00 0.00 482~00 ~'~u.uu 5.300 /~15. ~0 0.00 0.00 482.50 ~/2~'~ 5.300 ? 0.00 0.00 482.50 6.000 =- 70.00 0.00 0.00 484.00 6 00.00 6.000 370.00 0.00 0.00 484.00 105Q0.00 30130.000 190.00 0.00 0.00 483.70 6700.00 30130.000 190.00 0.00 0.00 483.70 10500.00 30189.000 59.00 0.00 0.00 486.80 6700.00 30189.000 59.00 0.00 0.00 486.80 10500.00 30190.000 1.00 513.30 510.40 486.80 6700.00 30190.000 1.00 513.30 510.40 486.80 10500.00 30200.000 10.00 513.30 510.40 486.80 6700.00 30200.000 10.00 513.30 510.40 486.80 10500.00 30201.000 1.00 0.00 0.00 486.80 6700.00 30201.000 1.00 0.00 0.00 486.80~10500.00 30250.000 49.00 0.00 0.00 483.80 6700.00 30250.000 49.00 0.00 0.00 483.80 10500.00 PAGE 18 CWSEL CRIWS EG iOK*S VCH 498.53 0.00 498.60 1.54 3.30 502.12 0.00 502.17 1.00 3.03 498.50 0.00 498.69 4.00 5.00 502.09 0.00 502.24 2.77 4.77 498.38 0.00 498.93 9.30 7.31 501.96 0.00 502.46 7.29 7.41 498.75 0.00 500.37 65.42 10.67 502.01 0.00 503.76 53.40 1L. 59 500.62 0.00 501.36 28.46 8.14 503.99 0.00 504.64 21.35 8'13 500.69 0.00 501.65 32,37 7.84 503.83 0.00 505.10 32.42 9.03 500.61 0.00 501.74 122.22 8.55 503.72 0.00 505.23 144.28 9.85 500.78 0.00 501.87 116.80 8.39 503.93 0.00 505.39 138.10 9.67 501.06 0.00 501.94 28.82 7.53 504.31 0.00 505.48 28.95 8.67 501.51 0.00 502.09 21.56 7.30 505.18 0.00 505.64 14.57 7.03 AREA 2028.31 3322.22 1257.58 1945.87 739.37 1121.16 744.88 1370.80 1134.27 1972.91 854.25 1162.78 783.48 1065.64 798.71 1085.58 889.37 1211.76 1274.79 2382.02 .OK 21~5 3954~. 41 1350.35 2373.08 885.24 1463.26 828.38 1436.81 1255.88 2272.48 1177.53 1844.13 606.05 874.15 619.96 893.49 1247.95 1951.58 1441~'~1~ 22-SEP-92 15:21:02 EXISTING MAIN CHAN. GRAP SUMMARY PRINTOUT TABLE 150 SECNO Q 1.000 6700.00 1.000 10500.00 2.000 6700.00 2.000 10500.00 2.500 6700.00 2.500 10500.00 3.000 6700.00 3.000 10500.00 3.300 6700.00 3.300 10500.00 3.600 6700,00 3.600 10500.00 4.000 6700.00 4.000 10500.00 4.500 6700.00 4,500 10500.00 5.000 2700.00 5.000 3950.00 5.100 2700.00 5.100 3950.00 5.110 2700.00 5.110 3950.00 5.200 2700.00 5.200 3950.00 5.210 2?00.00 5.210 3950.00 5.300 2700.00 5.300 3950.00 6.000 6700.00 6.000 10500.00 30130.000 6700.00 30130.000 10500.00 CWSEL 494.47 498.62 494.69 498.61 494.85 498.59 495.40 499.12 496.32 500.11 496.70 500.34 497.04 500.76 498.29 501.90 498.51 502.08 498.51 502.09 498.52 502,12 498.53 502.12 498 · 50 502.09 498.38 501.96 498.75 502.01 500.62 503.99 DIFWSP 0.00 4 · 15 0.00 3.92 0.00 3.74 0.00 3.71 0.00 3.79 0.00 3.64 0.00 3.72 O. O0 3.61 0.00 3.57 0.00 3.58 0.00 3.60 0.00 3.60 0.00 3.59 0.00 3.58 0. O0 3.26 0.00 3.37 DIFWSX 0.00 0.00 0.22 -0.01 0.16 -0.02 0.55 0.53 0.92 1.00 0.38 0.23 0.34 0.42 1.24 1.14 0.22 0.18 0.01 0.01 0.01 0.03 0.00 0.00 -0.03 -0,03 -0.12 -0.13 0.38 O.OS 1.87 1.98 DI FKWS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 · 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPWID 214.55 408.05 128.15 275.92 96.67 334.64 155.34 345.66 238.16 379.81 104.84 280.97 172.54 280.45 548,37 570.86 208.99 308.25 268.86 344.09 287.32 393.74 302.07 411.07 187.99 194.77 100.31 112.79 96.82 283.67 154.70 340.74 XLCH 0.00 0.00 170.00 170.00 55.00 55.00 115.00 115.00 180.00 180.00 200.00 200.00 85.00 85.00 540 · 00 540.00 190.00 190, O0 60.00 60.00 45.00 45.00 50. O0 50.00 130.00 130.00 115.00 115.00 370.00 370. O0 190 · O0 190. O0 PAGE 19 22-SEP-92 SECNO 30189.000 30189.000 30190.000 30190.000 30200.000 30200.000 30201.000 30201.000 30250.000 30250.000 15:21:02 Q 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 CWSEL 500.69 503.83 500.61 503.72 500.78 503.93 501.06 504.31 501.51 505.18 .DIFWSP 0.00 3.14 0.00 3.11 0.00 3.15 0.00 3.25 0.00 3.67 DIFWSX 0.07 -0.16 -0.08 -0.11 0.18 0.21 0.28 0.38 0.45 0.87 DI FKWS 0.00 0.00 O. O0 0.00 0.00 0.00 0.00 0.00 O. O0 0.00 TOPWID 93.78 101.68 86.52 93.53 87.06 93.94 94,93 103.45 202.77 404.48 XLCH 59.00 59.00 1.00 1.00 10.00 10.00 1.00 1.00 49.00 49.00 PAGE 20 22-SEP-92 15:21:02 SUMMARY OF ERRORS AND SPECIAL NOTES PAGE 21 22-SEP-92 15:21:19 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01.02.03.04.05.06 MODIFICATION - 50.51.52.53.54,55,56 ************************************************** FORTRAN STOP PAGE 1 THIS RUN EXECUTED 22-SEP-92 15:21:19 44444444444444444444444 Digital Equipment Corporation - VAX/VMS Version V5.3-1 44444444444444444444444 4444444444444444444444444444444444444~44444444~444444444444444444444444444444444444444444444444444444444 999 000 666 222 222 4 4 4 4 888 9 9 0 0 6 2 2 2 2 4 4 4 4 8 8 9 9 0 O0 6 2 2 4 4 4 4 8 8 9999 0 0 0 6666 2 2 44444 44444 888 9 O0 0 6 6 2 2 4 4 8 8 9 0 0 6 6 2 2 4 4 8 8 999 000 666 22222 22222 4 4 888 ZZZZZZZZZZ ZZZZZZZZZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZZZZZZZZZ ZZZZZZZZZZ EEEEEEEEEE XX XX 222222 EEEEEEEEEE XX XX 222222 EE XX XX 22 22 SE XX XX 22 22 EE XX XX 22 EE XX XX 22 EEEEEEEE XX 22 EEEEEEEE XX 22 EE XX XX 22 EE XX XX 22 EE XX XX 22 EE XX XX 22 EEEEEEEEEE XX XX 2222222222 EESEEEEEBE XX XX 2222222222 IIIIII NH NN IlIIII NH NH II NH NH II ) NH II ~ NH IIIIII NH NH IIIIII NH NH 000000 UU UU TI~TTTTTTT ;;;; 11 O00000 U~ UU TTTT~TTTT ;;;; 11 OO O0 UU UU TT ;;;; 1111 O0 OO UU UU TT ;;;; 1111 00 00 ~.~ U~j ~ ;;;; 00 O0 ~ ~ ;;;; 00 O0 UU UU ~ ;;;; 11 00 00 UU UU TT ;;;; 11 .... 00 00 UU UU ~T ;; 11 .... 00 O0 UU ~ ~'~ ;; 11 .... 00OO00 U~FJU%~J ~T ;; 111111 .... 000000 U%~P~ ~T ;; 111111 File DUAl:[90622448]~_EX2 MAIN.OUT;1.(54~j3,Q), last revised on 2~-SEP-1992 15:21,.is $ ~2~.~lock sgqumntSal file. o~ped ~eUIC [DBFA.U~T]. T~m.rmcoras at, variable ~n~ wl~l a fixed control s~ze of 2 bytes aha pr~n~ £~m (PRN) carriage con~ro~. · ongemc recora ~m 133 bytes. 3ob Z EX2 )IA~ ~123) quaued ~o SYSSPRZNT on 22-SEP-1992 15:24 by usm~ 90622448, UXC [DEF&ULT] unde~ account at priority 100, mtmx~d on prxn~mr_TXA0: on 22-SEP-1992 15:24 from queue SYSSPRXI~. ' 44444444444444444444444444444444444444444444444444444444444444444444444444444444444444444444444444444444 W-W~WWWWWWW 44444444444444444444444 Di itel ~ I mmnt Co ;ation - ~A~.~ Version ¥5.3-~ 44444444444444444444444 444444444444444444444444444~444444~p~4~4444444~.~44444444444444444444444444444444444444444444444444444444 l'~l~w'~ * WATER SURFACE PROFILES * * VERSION OF NOVEMBER 1976 * * UPDATED MAY 1984 * ~ , * * RUN DATE 22-SEP-92 TIME 15:11:34 * ****************************************************** *************************************** * U.S. ARMY CORPS OF ENGINEERS * * THE HYDROLOGIC ENGINEERING CENTER * * 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616 * * (916) 440-2105 (FTS) 448-2105 **********************************~* 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 GRAPEVINE CREEK for DALLAS COUNTY PUBLIC WORKS PROPOSED CONDITIONS MAIN CHANHEL 22-SEP-92 · 15:11:35 PAGE 1 THIS RUN EXECUTED 22-SEP-92 15:11:35 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01.02.03,04.05.06 MODIFICATION - 50.51.52.53.54.55.56 ************************************************** C T1 DALLAS CO - SPRINGS OF COPPELL PROJECT BY GRAHAM ASSOC(ne&i) 9-22-92 72 10 YR. FEMA Q BASED ON KIMLEY-HORN MODEL W/ ADDED SECTIONS ON-SITE 73 PROPOSED MAIN CHAN. GRAPEVINE CR - W/ 2 FOOT BR. FILE=Z P2 MAIN J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q O. 2. O. O. 0.000000 0.00 0.0 J2 NPROF IPLOT PRFVS XSECV XSECH Fl( ALLDC IBW 1.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 WSEL FQ 494.470 0.000 CHNIM ITRACE 0.000 0.000 4.000 6700.000 9400.000 0.065 0.070 0.045 NH 5.000 0.040 1172.000 NH 1530.000 0.000 0.000 NEW SECTION FROM FIELD 11 1.000 10.000 1293.000 GR 501.000 1000.000 497.100 GR 475.800 1342.000 476.200 NH 5.000 0.040 1120.000 NH 1762.000 0.000 0.000 NEW SECTION FROM FIELD 11 2.000 13.000 1205.000 X4 1.000 496.000 1120.000 OR 501.000 1000.000 493.600 GR 494.000 1291.000 494.800 GR 498.400 1364.000 499.800 NC 0.120 0.120 0.060 NEW SECTION FROM FIELD Xl 2.500 18.000 1204.000 GR 501.000 1000.000 497.700 GR 476.200 1234.000 476.900 GR 496.700 1322.000 499.100 GR 497.900 1410.000 498.500 NEW SECTION FROM FIELD 11 3.000 18.000 1155,000 G~. 502.000 1000.000 500.600 477.000 1166.000 477.300 493.000 1237,000 495.400 GR 498.600 1316.000 499.000 10500.000 13400.000 0.000 0.100 0.300 0.000 0.120 1293.000 0.060 0.000 0.000 0.000 SURVEYS HEAVY BRUSH ON SIDES 1380.000 200.000 290.000 1046.000 495.200 1172.000 1349.000 492.000 1380.000 0.120 1205.000 0.060 0.000 0.000 0.000 SURVEYS 1291.000 105.000 230.000 0.000 0.000 0.000 1205.000 478.200 1251.000 1295.000 496.100 1319.000 1415.000 505.100 1762.000 0.000 0.000 0.000 SURVEYS OF 7-89 1280.000 30.000 75.000 1150.000 495.100 1204.000 1239.000 481.300 1258.000 1330.000 499.000 1345.000 1460.000 505.000 1625.000 0.000 0.000 1380.000 0.000 235.000 488.300 498.000 1291.000 0.000 170.000 0.000 476.400 505.200 0.000 O.000 55.000 484.100 481.500 497.300 0.000 0.000 0.000 0.120 0.000 0.000 1293.000 1427.000 0.120 0.000 0.000 0.000 1258.000 1341.000 0.000 0.000 0.000 1225.000 1262.000 1350.000 0.000 0.000 0.000 1427.000 0.000 0.000 476.100 505.000 1341.000 0.000 0.000 0.000 477.200 504.800 0.000 0.000 0.000 476.600 493.000 497.700 0.000 0.000 0.000 0.100 0.000 0.000 1335.000 1530.000 0.100 0.000 0.000 0.000 1267.000 1352.000 0.000 0.000 0.000 1230.000 1280.000 1360.000 0.000 SURVEYS 1207.000 120.000 105.000 115.000 0.000 0.000 0.000 1050.000 498.500 1138.000 ~t~ ~g~ 1155.000 477.000 1158.000 1173.000 4,1.400 1178,000 : 1207.000 489.200 1220.000 1266.000 493,800 1278.000 494.800 1295,000 498.300 1307.000 1455.000 50S.000 15gS.O00 0.000 0.000 0~000 0.000 22-SEP-92 15:11:35 PAGE 2 NEW SECTION FROM FIELD Xl 3.300 15.000 1097.000 GR 508.300 1000.000 507.900 GR 477.000 1145.000 477.900 GR 495.300 1250.000 496.300 NEW SECTION FROM FIELD Xl 3.600 17.000 1152.000 GR 509.800 1000.000 506.700 GR 478.200 1192.000 478.000 GR 497.400 1249.000 496.600 GR 499.600 1409.000 505.000 NEW SECTION FROM FIELD X1 4.000 16.000 1220.000 GR 511.000 1000.000 509.000 GR 478.300 1256.000 478.300 GR 501.200 1423.000 501.700 GR 508.100 1680.000 0.000 NEW SECTION FROM FIELD X1 4.500 25.000 1362.O00 GR 508.500 1000.000 502.400 GR 490.400 1242.000 491.400 GR 490.200 1362.000 484.800 GR 478.800 1414.000 482.200 GR 495.400 1503.000 496.000 NC 0.100 0.100 0.050 QT 4.000 Xl 5.000 GR 509.200 GR 500.900 479.200 495.700 NC 0.060 11 5.100 509.200 491.000 485.800 496.400 NC 0.050 ~ 5.110 506.000 Git 494.000 490.000 482.000 SURVEYS OF 7-89 1190.000 205.000 80.000 180.000 1014.000 497.200 1057.000 491.100 1151.000 483.500 1172.000 496.000 1300.000 497.500 1350.000 499.000 SURVEYS OF 7-89 1249.000 205.000 200.000 200.000 1065.000 506.700 1101.000 503.900 1205.000 478.200 1210.000 483.600 1307.000 496.100 1309.000 496.500 1556.000 0.000 0.000 0.000 SURVEYS 1279.000 90.000 80.000 85.000 1080.000 506.800 1167.000 501.000 1266.000 483.400 1279.000 489.600 1442.000 497.400 1453.000 499.200 0.000 0.000 0.000 0.000 SURVEYS W/ ADDED LOB VALLEY 1472.000 390.000 410.000 540.000 1143.000 494.700 1191.000 492.000 1250.000 494.600 1263.000 495.700 1370.000 480.800 1400.000 478.400 1424.000 484.600 1426.000 489.500 1567.000 496.300 1598.000 495.900 0.300 0.500 0.000 0.000 0.000 2350.000 9400.000 3500.000 13400.000 0.000 NEW SECTION FROM FIELD SURVEYS W/ ADDED LOB VALLEY DOWNSTRKAMOF DAM - START OF NAII~~FLOW SPLIT 18.,000 1465.000 1555.000 140.000 1700,000 1150.000 502.000 i285.000 500.700 1357.000 1435.000 502.700 1445.000 502.700 1465.000 1521.000 479.300 1526.000 482.000 1530.000 1565.000 496.500 1593.000 496.300 1616.000 190.000 490.300 481.400 485.100 0.000 0.000 1097.000 1190.000 1400.000 0.000 1110.000 1214.000 1311.000 0.000 0.000 1220.000 1295.000 1500.000 0.000 0.000 1210.000 1277.000 1403.000 1451.000 1676.000 0.000 0.000 0.000 1383.000 1493.000 1541.000 0.000 0.000 478.800 496.100 505.000 0.000 500.000 483.400 498.800 0.000 0.000 478.800 497.600 505.300 0.000 0.000 489.600 496.000 477.90O 492.100 498.100 0.000 0.000 0.000 490.300 479.100 494.300 0.000 0.080 0.030 0.000 0.000 0,000 0.000 0.000 0.000 NEW SECTION FROM FIELD SURVEYS - DAH CREST W/ ADDED LOB VALLEY 17.000 1320.000 1351.000 40.000 60.000 60.000 0.000 0.000 1000.000 504.900 1080.000 501.600 1140.000 500.700 1200.000 492.900 1233.000 490.900 1262.000 485.900 1320.000 484.800 1320.OO0 484.600 1351.000 490.800 1366.000 491.800 1390.000 494.200 1432.000 496.300 1455.000 496.300 1475.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 28.000 1011.000 1025.000 45.000 30.000 45.000 0.000 0.000 736.000 500.000 806,000 499.000 880.000 498.000 896.000 496.000 493.000 921.000 493'000 925.000 491.000 952.000 491.000 917.000 4 . O0 487. 1000.000 982.000 489.000 989.000 4",°00810 ,96.000 300 486.000 1011.000 480.000 1017.000 XO'S.O00 486.000 1025.000 489.000 0.000 1139.000 1220.000 1535.000 0.000 1152.000 1219.000 1359.000 0.000 0.000 1247.000 1405.000 1595.000 0.000 0.000 1223.000 1320.000 1405.000 1472.000 1717.000 0.000 0.000 0.000 1395.000 1517.000 · 1555.000 0.000 0.000 0.000 1222.000 1350.000 1440.000 0.000 0.000 0.000 906.000 975.000 1011.000 1036.000 22-SEP-92 15:11:35 GR GR Xl BT GR GR GR GR GR GR GR Xl X2 X1 GR GR GR GR Xl GR GR GR GR Xl Xl GR 490.000 495.000 5.120 2.000 506.000 494.000 490.000 487.330 487.750 490.000 495.000 5.130 0.000 5.140 506.000 494.000 490.000 482.000 490.000 495.000 5.200 505.800 491.400 482.600 492.500 5.210 508.000 491.000 483.000 491.000 496.500 5.220 2.000 508.000 491.000 486.000 483.000 490.000 496.000 1040.000 491.000 1048.000 492.000 1070.000 493.000 1146.000 496.000 1150.000 496.500 1175.000 0.000 33.000 1000.000 1036.000 1.000 1.000 1.000 1000.000 489.000 487.000 1036.000 490.000 488.000 736.000 500.000 806.000 499.000 880.000 498.000 917.000 493.000 921.000 492.000 925.000 491.000 982.000 489.000 989.000 489.000 1000.000 487.000 1010.000 487.330 1011.000 482.000 1011.000 480.000 1025.000 487.7§0 1026.000 486.000 1026.000 488.000 1040.000 491.000 1048.000 492.000 1070.000 493.000 1146.000 496.000 1150.000 496.500 1175.000 0.000 0.000 0.000 0.000 8.000 8.000 8.000 0.000 0.000 0.000 0.000 0.000 1.000 UPSTR. END OF PROP. FOOT BRIDGE 28.000 1011.000 1025.000 1.000 1.000 1.000 736.000 500.000 806.000 499.000 880.000 498.000 917.000 493.000 921.000 492.000 925.000 491.000 982.000 489.000 989.000 488.000 996.000 487.300 1011.000 480.000 1017.000 481,000 1025.000 486,000 1040.000 491.000 1048.000 492.000 1070.000 493.000 1146.000 496.000 1150.000 496.500 1175.000 0.000 NEW SECT FROM FIELD SURVEYS - UPSTR. OF DAM IN STONE LINED CHAN 20.000 1385.000 1404.000 50.000 30.000 40.000 1140.000 501.100 1177.000 499.600 1258.000 498.700 1348.000 486.900 1374.000 485.500 1385.000 482.600 1404.000 485.900 1404.000 489.600 1417.000 490.900 1488.000 493.600 1508.000 494.300 1545.000 496.300 DOWNSTR. END OF PROP. FOOT BRIDGE 21.000 1010.000 1025.000 220.000 50.000 130,000 954.000 505.000 960.000 500.000 969.000 495.000 987.000 490.000 991.000 489.000 995.000 488.000 1010.000 482.000 1017.000 483.000 1025.000 486.000 1038'~000 492.000 1053.000 493.000 1083.000 494.000 1160.000 0,000 0.000 0.000 0,000 0.000 27.000 1000.000 1036.000 1.000 1.000 1.000 1000.000 489.000 487.000 1036.000 490.000 488.000 954.000 505.000 960.000 500'~gg 969.000 495.000 987.000 490.000 991.000 489. 99,5.000 489.000 1009.000 487.300 1009.000 487'300 1010.000 483.000 1025.000 487.750 1025.000 487.750 1026.000 486.000 1036.000 4,1.000 1038.000 ,,2.000 1138.000,,6.5001,0.000 o.ooo 493.000 0.000 1111.000 0.000 0.000 0.000 896.000 952.000 1000.000 1017.000 1036.000 1111.000 0.000 0.000 0.000 0.000 896.000 952.000 1000.000 1025.000 1111.000 0.000 0.000 1277.000 1385.000 1430.000 1554.000 0.000 979.000 1000.000 1025.000 1130.000 0.000 0.000 0.000 979.000 1000.000 1010.000 1026.000 1083.000 0.000 494.000 0.000 0.000 0.000 496.000 491.000 486.000 481.000 490.000 494.000 0.000 0.000 0.000 0.000 496.000 491.000 486.000 489.000 494.000 0.000 0.000 493.000 481.100 492.500 496.300 0.000 492.000 486.000 490.000 496.000 0.000 0.000 0.000 492.000 487.000 482.000 488.000 494.000 0.000 PAGE 1136.000 0.000 0.000 0.000 906.000 975.000 1010.000 1025.000 1036.000 1136.000 0.000 0.000 0.000 0.000 906.000 975.000 1011.000 1036.000 1136.000 0.000 0.000 1308.000 1393.000 1470.000 1580.000 0.000 985.000 1010.OO0 1036.000 1138.000 0.000 0.000 0.000 985.00O 1000.000 I017.000 036.000 1130.000 0.000 22-SEP-92 15:11:35 PAGE 4 Xl 5.230 X2 0.000 NC 0.080 Xl 5.240 GR 508.000 GR 491.000 GR 483.000 GR 491.000 GR 496.500 Xl 5.300 GR 510.600 GR 494.000 GR 491.500 NC 0.100 QT 4.000 Xl 6.000 GR 513.700 GR 491.100 GR 503.000 NC 0.065 X1 30130.000 GR 512.800 GR 501.800 483.800 510.900 Xl 30189.000 GR 517.300 GR 515,300 GR 513.400 502.000 491.500 GR 487.100 GR 500,200 GR 514.000 GR 515.400 X1 30190.000 BT 2.000 517.300 515.300 Git 513.400 0.000 0.000 0.000 8.000 8.000 8.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.080 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 UPSTR. END OF PROP. FOOT BRIDGE 21.000 1010.000 1025.000 1.000 1.000 1.000 0.000 0.000 0.000 954.000 505.000 960.000 500.000 969.000 495.000 979.000 492.000 985.000 987.000 490.000 991.000 489.000 995.000 488.000 1000.000 486.000 1010.000 1010.000 482.000 1017.000 483.000 1025.000 486.000 1025.000 490.000 1036.000 1038.000 492.000 1053.000 493.000 1083.000 494.000 1130.000 496.000 1138.000 1160.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NEW SECTION FROM FIELD SURVEYS - IN STONE LINED CHAN 13.000 1123.000 1138.000 100.000 65.000 1000.000 510.200 1025.000 509.200 1047.000 1110.000 486.200 1123.000 482.500 1123.000 1152.000 494.000 1177.000 496.600 1185.000 0.100 0.050 0.100 0.300 0.000 6700.000 9400.000 10500,000 13400.000 SO'O00PLIT NEW SECTION FROM FIELD SURVEYS - UPSTR. OF FLOW 11.000 1127.000 1182.000 390.000 360.000 880.000 501.800 1000.000 499.500 1064.000 1127.000 484.200 1146.000 484.000 1158.000 1390.000 0.000 0.000 0.000 0.000 0.065 0.045 0.300 0.500 0.000 FIS SECTION T - SURVEYED SECTION 19 REACH LENGTH ADJUSTED 20.000 2180.000 2222.000 135.000 210.000 1500.000 513.000 1600.000 512.100 1700,000 2000,000500.8002066.000 495.700 2100.000 2207.00048,.8oo,,12.ooo 502.000 2500,000511.,00,600.000 512.200 JUST DOWNSTREAM OF ST. LOUIS E S.W. RR 42.000 2138.000 2263.000 59.000 59.000 1000.000 516.900 1100.000 516.500 I200,000 15'00.000 515.000 1600.000 514.600 1700,000 2000.000 513,200 2100.000 513,300 2138,000 2154.000 494.100 2166.000 494,100 2167.000 2181.000 487.200 2194.000 487,200 2195.000 2221.000 487.100 2222.000 494.500 '234,000 2249.000 507.200 2260,000 510.400 2253.000 2500.000 5,.,00 51,.s00 ,700.000 3000.000 515.6oo o..ooo o.ooo DOWNSTREAM END OF ST. LOUIS a S.W. RR 58.000 2138.000 22,3.000 1.000 1.000 21 0.000 5 3.300 510.200 2263.000 513.400 1000.000 516.900 1100.000 516.500 1200.000 1500.000 515.000 1600,000 514.600 1700.000 2000.000 513.200 2100,~000 513,300 2138.000 105.000 498.000 482.500 0.000 0.000 0.000 370.000 498.600 498.700 0.000 0.000 190.000 510.000 492.400 I04.400 12.500 59.000 516.200 514.200 510.200 492.500 486.800 494.S00 513.400 514.700 0.000 1.000 510.400 516.200 514.200 510.200 0.000 1086.000 1138.000 0.000 0.000 0.000 0.000 1091.000 1182.000 0.000 0.000 0.000 1800.000 2180.000 2300.000 ,800.000 0.000 1300.000 1800.000 2138.000 2173.000 2207.000 2235.000 2263,000 2800.000 0.000 0.000 0.000 1300.000 800,000 I38.000 0.000 494.700 486.200 0.000 0.000 0.000 0.000 493.500 502.000 0.000 0.000 -0.100 506.300 484.500 507.100 513.100 0.000 515.800 513.7 0 503.9g0 491,500 486.800 500.200 513.700 515.100 0o000 0.000 0.000 515.800 513.700 503.900 0.000 1087.000 1138.000 0,000 0.000 0.000 0.000 1105.000 1278.000 0.000 0.000 0.000 1900.000 2200.000 2400.000 2900.000 0.000 1400.000 1900.000 2153.000 2180.000 2208.000 2248.000 2400.000 2900.000 0.000 0o000 0.000 1400.000 1900,000 2153.000 22-SEP-92 15:11:35 GR 510.400 2153.000 510.400 GR 510.400 2167.000 494.100 GR 510.400 2181.000 491.500 GR 487.200 2195.000 486.800 GR 487.100 2221.000 510.400 GR 510.400 2234.000 510.400 GR 510.400 2249.000 500.200 GR 513.700 2400.000 514.000 GR 515.100 2900.000 515.400 UPSTREAM Xl 30200.000 0.000 X2 0.000 0.000 X1 30201.000 GR 517.300 GR 515.300 ~ 513.400 502.000 GR 491.500 GR 487.100 GR 500.200 GR 514.000 GR 515.400 2154.000 502.000 2154.000 494.100 2166.000 510.400 2167.000 492.500 2173.000 491.500 2180.000 510.400 2181.000 487.200 2194.000 510.400 2194.000 510.400 2207.000 510.400 2207.000 510.400 2208.000 486.800 2221.000 510.400 2222.000 487.100 2222.000 494.500 2235.000 494.500 2235.000 500.200 2248.000 510.400 2249.000 507.200 2260.000 510.400 2263.000 513.400 2500.000 514.400 2600.000 514.500 2700.000 514.700 3000.000 515.600 3100.000 0.000 0.000 0.000 END OF ST. LOUIS & S.W. RR 0.000 0.000 10.000 0.000 0.000 0.000 JUST UPSTREAM OF ST. LOUIS & S.W. RR 42.000 2138.000 2263.000 1.000 1000.000 516.900 1100.000 516.500 1500.000 515.000 1600.000 514.600 2000.000 513.200 2100.000 513.300 2154.000 494.100 2166.000 494.100 2181.000 487.200 2194.000 487.200 2221.000 487.100 2222.000 494.500 2249.000 507.200 2260.000 510.400 2500.000 514.400 2600.000 514.500 3000.000 515.600 3100.000 0.000 NC 0.000 0.000 0.000 FROM KIMLEY-HORN MODEL Xl 30250.000 20.000 2180.000 GR 512.800 1500.000 513.000 GR 501.800 2000.000 500.800 GR 483.800 2207.000 '484.800 GR 510.900 2500.000 511.400 ~7 0.000 0.000 0.000 0.100 2222.000 1600.000 2066.000 2212.000 2600.000 0.000 0.30O 49.000 512.100 495.700 502.000 512.200 0.000 10.000 0.000 1.000 1200.000 1700.000 2138.000 2167.000 2195.000 2234.000 2263.000 2700.000 0.000 0.000 49.000 1700.000 2100.000 2222.000 2700.000 0.000 10.000 1.000 1.000 516.200 514.200 510.200 492.500 486.800 494.500 513.400 514.700 0.000 0.000 49.000 510.000 492.400 504.400 512.500 0.000 0.000 0.000 0.000 1300.000 1800.000 2138.000 2173.000 2207.000 2235.000 2263.000 2800.000 0.000 0.000 0.000 1800.000 2180.000 2300.000 2800.000 0.000 0.000 0.000 0.000 515.800 513.700 503.900 491.500 486.800 500.200 513.700 515.100 0.000 0.000 0.000 506.300 484.500 507.100 513.100 0.000 PAGE 2166.000 2180.000 2195.000 2208.000 2234.000 2248.000 2263.000 2800.000 0.000 0.000 0.000 0.000 1400.000 1900.000 2153.000 2180.000 2208.000 2248.000 2400.000 2900,000 0.000 0.000 0.000 1900.000 2200.000 2400.000 2900.000 0,000 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS WSELK IME LOB VROB XNL S LOPE XLOBL XLCH XLOBR ITRIAL EG HV HL ACH AROB VOL XNCH XNR WTN IDC ICONT CORAR *PROF 1 CCHV= 0.100 CEHV= 0.300 1490 NH CARD USED *SECNO 1.000 NEW SECTION FROM FIELD SURVEYS 1.00 18.67 494.47 0.00 494.47 6700. 391. 6294. 15. 334. 0.00 1.17 5.74 0.63 0.120 0.001993 200. 235. 290. 0 HEAVY BRUSH ON SIDES 494.95 0.48 0.00 1096. 24. 0. 0.060 0.120 0.000 0 0 0.00 1490 NH CARD USED *SECNO 2.000 NEW SECTION FROM FIELD SURVEYS 2.00 18.29 494.69 0.00 0.00 495.54 6700. 12. 6688. 0. 21. 905. 0.01 0.55 7.39 0.40 0.120 0.060 0.004344 105. 170. 230. 2 0 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *SECNO 2.500 NEW SECTION FROM FIELD SURVEYS OF 7-89 2.50 18.65 494.85 0.00 0.00 495.83 6700. O. 6684. 16. 0. 839. 0.01 0.00 7.97 0.83 0.000 0.060 0.004977 30. 55. 75. 0 0 0.00 488.30 0. 492.00 475.80 1184.80 214.55 1399.35 *SECNO 3.000 18.NEW40 SECTION FROM FIELD sURVEys 3.00 495.40 0.00 0.00 496.32 6700. 140. 6056. 503. 73. 753. 0.01 1.92 8.04 2.05 0.120 0.060 0.003506 120. 115. 105. 2 0 0.85 0.48 0.11 493.60 1. 4. 1. 494.00 0.120 0.000 476.40 1166.31 0 0.00 128.15 1294.46 *SECNO 3.300 NEW SECTION FROM FIELD SURVEYS OF 7-89 3.30 19.32 496.32 O.00 0.00 496.82 6700. 95. 6586. 19. 89. 1148. 0.02 1,06 5.74 0,36 0,120 0,060 0.002066 205. 180. 80. 2 0 0.98 0.26 20. 6. 0.120 0.000 0 0.00 0.91 0.48 245. 8. 0.120 0.000 0 0.00 0.04 495.10 1. 493.00 476.20 1204.46 96.67 1301.13 0.01 484.40 1. 485.00 477.00 1141.73 155.34 1297.07 0.50 0.47 0.04 491.10 53. 13. 2. 496.00 0.120 0.000 477.00 1062.76 0 0.00 238.16 1300.92 PAGE 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS IME LOB VROB SLOPE XLOBL XLCH XLOBR WSELK EG HV HL ALOB ACH AROB VOL XNL XNCH XNR WTN ITRIAL IDC ICONT CORAR *SECNO 3.600 3265 DIVIDED FLOW NEW SECTION 3.60 18.70 496.70 6700. 0. 6699. 0.03 0.00 6.92 0.003783 205. 200. FROM FIELD SURVEYS OF 7-89 0.00 0.00 497.44 0.74 0.55 1. 0. 967. 2. 18. 0.30 0.000 0.060 0.120 0.000 200. 2 0 0 0.00 *SECNO 4.000 NEW SECTION 4.00 18.74 497.04 6700. 0. 5560. 0.03 0.00 7.25 0.002977 90. 85. FROM FIELD SURVEYS 0.00 0.00 497.73 0.69 0.28 1140. 0. 767. 550. 20. 2.07 0.000 0.060 0.120 0.000 80. 2 0 0 0.00 *SECNO 4.500 3280 CROSS SECTION 4.50 EXTENDED 0.19 FEET 3301 HV CHANGED MORE THAN HVINS NEWSECTIONFROM FIELD SURVEYS W~ ADDEDLOB VALLEY 4.50 20.394..29 0.00 0.00 4..46 0.17 0.68 1473' 596. 43. 6700. 907. 5405. 388. 883, 0.08 1.03 3.67 0.65 0.120 0.060 0.120 0.000 0.000735 390. 540. 410. 2 0 0 0.00 CCHV= 0.300 CEHV= 0.500 *SECNO 5.000 3265 DIVIDED FLOW 3280 CROSS SECTION 5.00 EXTENDED 2.22 FEET W/ ADDED LOB VALLEY NEW SECTION FROM FIELD SURVEYS~,~LMAI DOWNSTREAM OF DAM - START OF FLOW SPLIT 5.00 19.42 498.52 0.00 0.00 0.05 0.07 2350. 160. 2142. 48. 311. 1165. 152. 52. 0.11 0.51 1.84 0.32 0.100 0.050 0.100 0.000 0.000134 140. 190. 170. 2 0 0 0.00 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST 0.07 500.00 2. 497.40 478.00 1158.06 104.84 1315.17 0.01 501.00 3. 483.40 478.30 1224.81 172.54 1397.35 0.05 490.20 6. 492,10 477.90 1168.63 548.37 1717.00 0.04 502.70 8. 494.30 479,10 1362.44 209.10 1616.00 PAGE 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL LOB QROB ACH AROB VOL VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *SECNO 5.100 3280 CROSS SECTION 5.10 EXTENDED 2.24 FEET NEW SECTION FROM FIELD SURVEYS - DAM CREST W~ ADDED LOB 5.10 13.93 498.53 0.00 0.00 498.58 0.05 0.01 0.00 2350. 890. 1078. 383. 925. 428. 663. 55. 8. 0.12 0.96 2.52 0.58 0.060 0.030 0.080 0.000 484.60 0.000083 40. 60. 60. I 0 0 0.00 268.90 485.90 485.80 1206.10 1475.00 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED 2.03 FEET DOWNSTR. END OF PROP. FOOT BRIDGE 5.11 18.54 498.54 0.00 0.00 498.58 0.04 0.00 0.00 2350. 1084. 658. 607. 828. 249. 859. 56. 8. 0.13 1.31 2.64 0.71 0.050 0.030 0.080 0.000 480.00 0.000121 45. 45. 30. 0 0 0 0.00 287.50 486.00 486.00 887.50 1175.00 *SECNO 5.120 3280-CROSS SECTION 5.12 EXTENDED 2.05 FEET 3370 NORMAL BRIDGE,NRD= 2 MIN ELTRD= 489.00 MAX El,LC= 488.00 5.12 18.56 498.56 0.00 0.00 498.59 0.03 0.00 0.00 2350. 1048. 697. 605. 690. 436. 738. 56. 8. 0.13 1.52 1.60 0.82 0.050 0.030 0.080 0.000 480.00 0.000186 1. 1. 1. i 0 0 -71.92 287.79 489.00 490.00 887.21 1175.00 *SECNO 5.130 3280 CROSS SECTION 5.13 EXTENDED 2.06 FEET 3370 NORMAL BRIDGE,lED= 2 MIN ELTRD= 489.00 MAX EIJ~=, 488.00 5.13 18.56 498.56 0.00 0.00 498.59 0.03 0.00 0.00 2350. 1049. 696. 605. 691. 436. 740. 57. 8. 0.13 1.52 1.60 0.82 0.050 0.030 0.080 0.000 480.00 0.000185 8. 8. 8. 0 0 0 -71.92 287.96 489.00 490.00 887.04 1175.00 PAGE 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~IME '~LOB ,~CH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT ,LOB ,CH VROB XNL XNCH XNR W-TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 5.140 3280 CROSS SECTION 5.14 EXTENDED 2.06 FEET 5.14 2350. 0.13 0.000120 UPSTR. END OF PROP. FOOT BRIDGE 18.55 498.55 0.00 0.00 498.60 1085. 656. 609. 831. 250. 1.31 2.63 0.70 0.050 0.030 1. 1. 1. 0 0 0.04 863. 0.080 0 0.00 0.01 486.00 57. 8. 486.00 0.000 480.00 887.03 0.00 287.97 1175.00 *SECNO 5.200 3280 CROSS SECTION 5.20 EXTENDED 2.26 FEET 5.20 2350. 0.13 0.000102 NEW SECT FROM FIELD SURVEYS - UPSTR. OF DAM IN STONE LINED CHAN 17.45 498.55 0.00 0.00 498.61 0.05 0.00 0.00 852. 854. 645. 719. 317. 1001. 59. 9. 1.18 2.69 0.64 0.050 0.030 0.080 0.000 481.10 50. 40. 30. 0 0 0 0.00 302.24 485.50 485.90 1277.76 1580.00 *SECNO 5.210 3280 CROSS SECTION 5.21 EXTENDED 2.03 FEET DOWNSTR. END OF PROP. FOOT BRIDGE 5.21 16.53 498.53 0.00 0.00 498.67 0.14 0.02 2350. 609. 997. 744. 291. 240. 733. 63. 0.15 2.10 4.15 1.01 0.050 0.030 0.080 0.000 0.000274 220. 130. 50. 2 0 0 0.00 0.04 9. 482.00 188.07 486.00 486.00 971.93 1160.00 *SECNO 5.220 3280 CROSS SECTION 5.22 EXTENDED 2.11 FEET 3370 NORMAL BRIDGE,NRI)= 2 NIN ELTRD= 489.00 MAX ELI=C= 488.00 5.22 16.61 498.61 0.00 0.00 498.69 0.08 0,00 2350. 440. 1097. 814, 175. 417. 627. 63. 0.15 2.51 2.63 1.30 0.050 0.030 0.080 0.000 0.000514 1. 1. 1. 2 0 0 -71.92 0.02 9. 482.00 188.22 489.00 490.00 971.78 1160.00 PAGE 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV LOB SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID ENDST *SECNO 5.230 3280 CROSS SECTION 5.23 EXTENDED 2.11 FEET 3370 NORMAL BRIDGE,NRD~ 2 MIN ELTRD=- 489.00 MAX ELLC= 488.00 5.23 16.61 498.61 0.00 0.00 498.69 0.08 0.00 2350. 440. 1096. 814. 175. 417. 627. 63. 0.15 2.51 2.63 1.30 0.050 0.030 0.080 0.000 0.000513 8. 8. 8. 0 0 0 -71.92 *SECNO 5.240 3280 CROSS SECTION 5.24 EXTENDED 2.07 FEET UPSTR. END OF PROP. FOOT BRIDGE 5.24 16.57 498.57 0.00 0.00 498.74 0.16 0.00 2350. 422. 1101. 827. 292. 241. 739. 63. 0.15 1.44 4.57 1.12 0.080 0.030 0.080 0.000 0.000331 1. 1. 1. 2 0 0 0.00 *SECNO 5.300 3280 CROSS SECTION 5.30 EXTENDED 1.89 FEET NEW SECTION FROM FIELD SURVEYS - IN STONE LINED CHAN 5.30 15.99 498.4, 49h 0 0.41 0.04 2350. 317. 1505. 0.00 207. 304. 65. 0.16 1.53 6.27 1.74 0.080 0.030 0.080 0.000 0.000680 100. 105. 65. 2 0 0 0.00 CCHVB 0.100 CEHV= 0. 300 *SBCNO 6. 000 3301 HV CHANGED MORE THAN HVINS NEW SECTION FROM FIELD SURVEYS - UPSTR. OF FLOW SPLIT 6.00 14.65 498.65 0.00 0.00 500.31 1.65 1.03 6700. 665. 6035. O. ~ 559. 0. 72. 0.17 3.77 10.80 0.00 0 0.050 0.000 0.000 0.006771 390. 370. 360. 2 0 0 0,00 0.00 489.00 9. 490.00 482.00 971.77 188.23 1160.00 0.04 486.00 9. 486.00 482.00 971.86 188.14 1160.00 0.12 486.20 9. 486.20 482.50 1084.29 100.71 1185.~00 0.37 491.10 10. 498.70 484.00 1089.56 92.36 1181.92 PAGE 10 22-SEP-92 15:11:35 SECNO DEPTH CWSEL LOB ~ CRIWS WSELK EG HV HL LOB Q.O ALO. ACH ~OB ~L XNCH ~ ~ S~PE X~BL X~H X~BR I~IAL IDC ICONT CO~ CCh"V= 0.300 CEHV= 0.500 *SECNO 30130.000 3301 HV CHANGED MORE THAN HVINS FIS SECTION T - SURVEYED SECTION 19 REACH LENGTH ADJUSTED 30130.00 16.87 500.57 0.00 0.00 501.33 0.75 0.75 6700. 2480. 4220. O. 612. 515. 0. 75. 0.17 4.05 8.19 0.00 0.065 0.045 0.000 0.000 0.002891 135. 190. 210. 3 0 0 0.00 *SECNO 30189.000 JUST DOWNSTREAM OF ST. LOUIS & S.W. RR 30189.00 13.85 500.65 0.00 0.00 501.61 0.96 0.18 6700. O. 6700. O. O. 850. O. 76. 0.18 0.00 7.88 0.00 0.000 0.045 0.000 0.000 0.003280 59. 59. 59. 2 0 0 0.00 *SECNO 30190.000 3265 DIVIDED FLOW 3370 NOP~AL BRIDGE,NRD~ 2 NIN ELTRD- 513.30 MAX ELLC= DOWNSTREAM END OF ST. LOUIS & 8.W. RR FIS SECTION U - S~/RVEYBD SECTION 20 30190.00 13.76 500.56 0.O0 0.00 501.71 6700. O. 6700. O. O. 780. 0.18 0.00 8.59 0. O0 0.000 0.045 0.012356 1. 1. 1. 2 0 *sEcNo 30200.000 3265 DIVIDED FLOW 510.40 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST 0.27 492.30 11. 501.90 483.70 2066.85 154.38 2221.23 0.11 513.30 11. 513.40 486.80 2156.05 93.66 2249.71 1.15 0.01 0.09 513.30 0. 76. 11. 513.40 0.000 0.000 486.80 2156.18 0 0.00 86.39 2249.57 3370 NORMAL BRIDGE,NI~D~ 2 MIN ELTRI)~ 513.30 MAX ELLC~ 510.40 UPSTREAM END OF ST. LOUIS & S.W. RR PAGE 11 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~IME LOB CH QROB ~LOB ~CH ALOB ACH AROB VOL TWA LEFT/RIGHT VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 30200.00 13.94 500.74 0.00 0.00 501.84 1.10 0.12 6700. O. 6700. O. O. 795. O. 77. 0.18 0.00 8.42 0.00 0.000 0.045 0.000 0.000 0.011797 10. 10. 10. 2 0 0 0.00 *SECNO 30201.000 JUST UPSTREAM OF ST. LOUIS & S.W. RR 30201.00 14.23 501.03 0.00 0.00 501.91 6700. 0. 6700. 0. 0. 886. 0.18 0.00 7.56 0.00 0.000 0.045 0.002914 1. 1. 1. 2 0 CCHV= 0.100 CEHVB 0.300 *SECNO 30250.000 FROM KIMLEY-HORN MODEL 30250.00 17.68 501.48 0.00 0.00 502.07 6700. 2677. 4023. 0. 719. 549. 0.18 3.72 7.33 0.00 0.065 0.045 0.002181 49. 49. 49. 2 0 0.89 0. 0.000 0 0.59 0. 0.000 0 0.01 513.30 11. 513.40 486.80 2155.91 86.94 2249.85 0.01 0.06 513.30 77. 11. 513.40 0.000 486.80 2155.48 0.00 94.82 2250.30 0.12 0.03 492.40 78. 11. 502.00 0.000 483.80 2021.15 0.00 200.54 2221.70 PAGE 12 22-SEP-92 15:11:35 PAGE 13 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01.02.03.04.05.06 MODIFICATION - 50.51.52.53.54.55,56 ************************************************** Ti T2 T3 .I4~._ Cg_~_S~R~_O~_Cg~R~_L~._ ~_O~__ECT BY GRAHAM ASSOC(neal) 9-22-92 o YK. FFmUt Q ~ED O~ KZH~.~-Y-HOF/~ MODEL W/ ADDED SECTIONS ON-SITE PROPOSED MAIN CHAN. GRAPEVINE CREEK FILE~Z_P2_MAIN THIS RUN EXECUTED J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 4. 0. 0. 0.000000 0.00 0.0 0. 498.620 0.000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22-SEP-92 15:11:48 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS WSELK LOB VROB XNL SLOPE XLOBL XLCH XLOBR ITRIAL EG HV HL ACH AROB VOL XNCH XNR WTN IDC ICONT CORAR *PROF 2 CCHV= 0.100 CEHV= 0.300 1490 NH CARD USED *SECNO 1. 000 NEW SECTION FROM FIELD SURVEYS 1.00 22.82 498.62 0.00 498.62 10500. 2123. 8197. 179. 1156. 0.00 1.84 5.63 1.04 0.091 0.001308 200. 235. 290. 0 HEAVY BRUSH ON SIDES 499.01 0.39 0.00 1457. 173. 0. 0.060 0.120 0.000 0 0 0.00 1490 NH CARD USED *SECNO 2.000 3265 DIVIDED FLOW NEW SECTION FROM FIELD SURVEYS 2.00 22.21 498.61 0.00 0.00 499.46 10500. 750. 9602. 149. 406. 1243. 0.01 1.85 7.73 1.47 0.098 0.060 0.003117 105. 170. 230. 2 0 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *SECNO 2.5OO 3265 DIVIDED FLOW NEW SECTION 2.50 22.39 498.59 10500. 169. 9977. 0.01 1.24 8.89 0.:004240 30. 55. FROM FIELD SURVEYS OF 7-89 0.00 0.00 499.76 355. 136. 1122. 1.51 0.120 0.060 75. 2 0 0.00 488.30 0. 492.00 475.80 1028.07 408.05 1436.12 *SECNO 3. 000 NEW SECTION 3.00 22.12 499.12 10500. 306. 8621. 0.01 2.21 9.11 0.003319 120. 115. FROM FIELD SURVEYS O. O0 0 · O0 500.19 1572. 138. o,12o 105. 2 0 0.85 0.31 0.14 493.60 101. 8. 1. 494.00 0.120 0.000 476.40 1057.30 0 0.00 275.92 1371.74 1.17 0.20 235. 10. 0.120 0.000 0 0.00 0.09 495.10 1. 493,00 476.20 1109.66 334.64 1462.22 1.07 0.43 0.01 484.40 653. 14. 2. 485.00 0.120 0.000 477.00 1112.10 0 0.00 345.66 1457.76 PAGE 14 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS WSELK EG S~PE X~BL X~ X~BR ITRIAL I~ HV AROB XNR ICONT HL OLOSS BANK ELEV VOL TWA LEFT/RIGHT WTN ELMIN SSTA CORAR TOPWID ENDST *SECNO 3.300 3301 HV CHANGED MORE THAN HVINS NEW SECTION 3.30 23.11 500.11 10500. 403. 9219. 0.02 1.58 6.14 0.001657 205. 180. FROM FIELD SURVEYS OF 7-89 0.00 0.00 500.63 877. 256. 1501. 1.19 0.120 0.060 80. 2 0 0.52 738. O. 120 0 0.38 0.06 491.10 21. 3. 496.00 0.000 477.00 1045.28 0.00 379.81 1425.10 *SECNO 3.600 NEW SECTION 3.60 22.34 500.34 10500. 0. 9931. 0.03 0.22 7.58 0.003373 205. 200. FROM FIELD SURVEYS OF 7-89 0.00 0.00 501.19 569. 1. 1310. 1.41 0.120 0.060 200. 2 0 0.85 404. 0.120 0 0.46 0.10 500.00 31. 5. 497.40 0.000 478.00 1148.29 0.00 280.97 1429.26 *SECNO 4.000 3265 DIVIDED FLOW 4.00 lO500. 0.03 0.002782 NEW SECTION FROM FIELD SURVEYS 22.46 500.76 0.00 0.00 501.46 0. 7572. 2928. 0. 977. 0,00 7,75 2.46 0.000 0.060 go. 85. 80. 2 0 0.70 1190. 0.120 0 0.26 0.01 501.00 35. 5. 483.40 0.000 478.30 1220.29 0.00 280.45 1524.33 *SECNO 4.500 3280 CROSS SECTION 4.50 EX~ENDED 3.80 FRET 3301 HV CHANGED MORE THAN HVINS 4.50 lO500. 0.08 0.000570 NEW SECTION FROM FIELD SURVEYS W/ ADDED LOB VALLEY 24.00 501.90 0.00 0.00 502.05 0.16 0.54 1957. 7085. 1458. 1622. 1870. 1.21 ,.7, o,,, o.12o o.o, 72. O. 000 390. 540. 410. 2 0 0.00 0.05 490.20 10. 492.10 477.90 1146.14 570.86 1717.00 PAGE 15 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL VOL VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST CCHV~ 0. 300 CEHV= *SECNO 5. 000 0.500 3265 DIVIDED FLOW 3280 CROSS SECTION 5.00 EXTENDED 5.80 FEET 5.00 3500. 0.11 0.000124 NEW SECTION FROM FIELD SURVEYS W/ ADDED LOB VALLEY DOWNSTREAM OF DAM - START OF NAINCHANNEL FLOW SPLIT 23.00 502.10 0.00 0.00 502.15 0.05 0.06 0.03 371. 2935. 194. 631. 1475. 370. 87. 11. 0.59 1.99 0.53 0.100 0.050 0.100 0.000 479.10 140. 190. 170. 2 0 0 0.00 308.63 502.70 494.30 1283.22 1616.00 *SECNO 5.100 3280 CROSS SECTION 5.10 EXTENDED 5.81 FEET 5.10 3500. 0.12 0.000064 NEW SECTION FROM FIELD SURVEYS - DAM CREST W/ ADDED LOB VALLEY 17.51 502.11 0.00 0.00 502.15 0.D5 0.00 0.00 1398. 1381. 721. 1408. 539. 1106. 90. 12. 0.99 2.56 0.65 0.060 0.030 0.080 0.000 484.60 40. 60. 60. 0 0 0 0.00 344.34 485.90 485.80 1130.66 1475.00 *SECNO 5.110 3280 CROSS SECTION 5.11 EXT~DED 5.63 FEET DOWNSTR. END OF PROP. FOOT BRIDGE 5.11 22.13 502.13 0.00 0.00 502.16 0.03 0.00 0.01 3500. 1762. 712. 1026. 1519. 300. 1399. 93. 12. 0.13 1.16 2.37 0.73 0.050 0.030 0.080 0.000 480.00 0.000077 45. 45. 30. 2 0 0 0.00 393.86 486.00 486.00 781.14 1175.00 *SECNO 5.120 3280 CROSS SECTION 5.12 EXTENDED 5 · 64 FEET 3370 NORI(AL BRIDGE,NRD'" 2 MIN ELTRD~ 489.00 MAX ELI, C= 488.00 5.12 22.14 502.14 0.00 0.00 502.16 0.02 0.00 0.00 3500. 1697. 796. 1007. 1341. 565. 1237. 93. 12. 0.13 1.27 1.41 0.81 0.050 0.030 0.080 0.000 480.00 0.000102 '1. 1. 1. 1 0 0 -71.92 393.93 489.00 490.00 781.07 1175.00 PAGE 16 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV LOB QROB ACH AROB VOL TWA VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID ENDST *SECNO 5.130 3280 CROSS SECTION 5.13 EXTENDED 5.64 FEET 3370 NORMAL BRIDGE,NRD= 2 MIN ELTRD= 489.00 MAX ELLC= 488.00 5.13 22.14 502.14 0.00 0.00 502.17 0.02 0.00 3500. 1698. 795. 1007. 1342. 565. 1238. 93. 0.13 1.26 1.41 0.81 0.050 0.030 0.080 0.000 0.000102 8. 8. 8. 0 0 0 -71.92 0.00 489.00 12. 490.00 480.00 781.00 394.00 1175.00 *SECNO 5.140 3280 CROSS SECTION 5.14 EXTENDED 5.64 FEET UPSTR. END OF PROP. FOOT BRIDGE 5.14 22.14 502.14 0.00 0.00 502.17 0.03 0.00 3500. 1763. 711. 1026. 1521. 300. 1401. 94. 0.13 1.16 2.37 0.73 0.050 0.030 0.080 0.000 0.000076 1. 1. 1. 0 0 0 0.00 0.00 486.00 12. 486.00 480.00 781.00 394.00 1175.00 *SECNO 5.200 3280 CROSS SECTION 5.20 EXTENDED 5.84 FEET NEW SECT FROM FIELD SURVEYS - UPSTR. OF DAM IN STONE LINED CHAN 5.20 21.04 502.14 0.O0 0.00 502.18 0.04 0.00 0.00 3500. 1415. 963. 1122. 1312. 386. 1631. 97. 12. 0.14 1.08 2.50 0,69 0,050 0.030 0.080 0.000 481.10 0.000068 50. 40. 30. 0 0 0 0.00 411.21 485.50 485.90 1168.79 1580.00 *SECNO 5.210 3280 CROSS SECTION 5.21 EX~NDED 5.62 FEET DOWNSTR. END OF PROP. FOOT BRIDGE 5.21 20.12 502.12 0.O0 0.00 502.23 0.11 0.01 0.04 3500. 926. 1185. 1389. 439. 294. 1217. 104. 13. 0.15 2.11 4.03 1.14 0.050 0.030 0.080 0.000 482.00 0.000197 220. 130. 50. 2 0 0 0.00 194.81 486.00 486.00 965.19 1160.00 PAGE 17 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL LOB QROB ALOB ACH AROB VOL VROB WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR *SECNO 5.220 3280 CROSS SECTION 5.22 EXTENDED 5.68 FEET 3370 NORMAL BRIDGE,NRD= 2 MIN ELTRD~ 489.00 MAX ELLCB 488.00 5.22 20.18 502.18 0.00 0.00 502.24 0.07 0.00 3500. 683. 1338. 1479. 288. 545. 1069. 104. 0.15 2.37 2.45 1.38 0.050 0.030 0.080 0.000 0.000313 1. 1. 1. 2 0 0 -71.92 *SECNO 5.230 3280 CROSS SECTION 5.23 EXTENDED 5.68 FEET 3370 NORMAL BRIDGE,NRD~ 2 MIN ELTI~D~ 489.00 ~ ELLCs 488.00 5.23 20.18 502.18 0.00 0.00 502.24 0.07 0.00 3500. 683. 1338. 1479. 288. 545. 1070. 104. 0.15 2.37 2.45 1.38 0.050 0.030 0.080 0.000 0.000313 8. 8. 8. 0 0 0 -71.92 *SECNO 5.240 3280 CROSS SECTION 5.24 EXTENDED 5.64 FEET UPSTR. END OF PROP. FOOT BRIDGE 5.24 20.14 502.14 0.00 0.00 502.28 0.13 0.00 3500. 642. 1314. 1544. 441. 295. 1221. 104. 0.15 1.46 4.46 1.26 0.080 0.030 0.080 0.000 0.000241 1. 1. 1. 2 0 0 0.00 *SE(NO 5.300 3280 CROSS SECTION 5.30 EXTENDED 5.45 FEET NEW SECTION FROM FIELD SURVEYS - IN STONE LiNED CHAN 5.30 19.55 502.05 0.00 0.00 502.44 0,38 0.03 3500. 648. 1909. 943. 367. 293. 471. 107. 0.16 1.77 6.51 2.00 0.080 0.030 0.080 0.000 0.000559 100. 105. 65. 2 0 0 0.00 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST 0.01 489.00 13. 490.00 482.00 965.08 194.92 1160.00 0.00 489.00 13. 490.00 482.00 965.08 194.92 1160.00 0.03 486.00 13. 486.00 482.00 965.14 194.86 1160.00 0.13 486.20 14. 486.20 482.50 1071.89 113.11 1185.00 PAGE 18 22-SEP-92 15:11:35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL IME LOB QROB ~LOB ~t~'I~I KLOB ACH AROB VOL VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR CCHV= 0. 100 CEHV= 0. 300 *SECNO 6. 000 3301 HV CHANGED MORE THAN HVINS NEW SECTION FROM FIELD SURVEYS - UPSTR. OF FLOW SPLIT 6.00 17.94 501.94 0.00 0.00 503.72 1.78 0.87 10500. 1621. 8647. 232. 458. 740. 153. 118. 0.17 3.54 11.69 1.52 0.100 0.050 0.100 0.000 0.005469 390. 370. 360. 2 0 0 0.00 CCHV= 0.300 CEHV= 0.500 *SECNO 30130.000 3301 HV CHANGED MORE THAN HVINS FIS SECTION T - SURVEYED SECTION 19 REACH LENGTH ADJUSTED 30130.00 20.27 503.97 0.00 0.00 504.62 0.65 0.56 10500. 5067. 5358. 75. 1238. 657. 69. 124. 0.18 4.09 8.15 1.08 0,065 0.045 0.065 0.000 0.002152 135. 190. 210. 3 0 0 0.00 *SECNO 30189.000 3301 }iV CHANGED MORE THAN HVINS JUST DOWNSTREA~OF ST. LOUIS & S.W. RR 30189.00 17.01 503.81 0.00 0.00 505.08 10500. 0. 10500. O. O. 1161. 0.18 0.00 9.05 0.00 0.000 0.045 0.003261 59. 59, 59, 2 0 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *SECNO 30190.000 3265 DIVIDED FLOW 0.42 491.10 15. 498.70 484.00 996.59 279.77 1276.36 0.34 492.30 16. 501.90 483.70 1949.66 339.45 2289.12 1.27 0.15 0.31 513.30 O. 126. 17. 513.40 0.000 0.000 486.80 2153.05 0 0.00 101.63 2254.68 3370 NORMAL BRIDGE,~ 2 MIN ELTRD~ 513.30 NAX ELLC~ 510.40 DOWNSTREAM END OF ST. LOUIS & S.W. RR PAGE 19 22-SEP-92 15:11:35 FIS SECTION U - SURVEYED SECTION 20 30190.00 16.90 503.70 0.00 0.00 505.21 1.51 0.01 10500. 0. 10500. 0. 0. 1063. 0. 126. 0.18 0.00 9.87 0.00 0.000 0.045 0.000 0.000 0.014498 1. 1. 1. 2 0 0 0.00 *SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE,NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 UPSTREAM END OF ST. LOUIS & S.W. RR 30200.00 17.11 503.91 0.00 0.00 505.37 1.46 0.14 10500. 0. 10500. 0. 0. 1084. 0. 126. 0.18 0.00 9.69 0.00 0.000 0.045 0.000 0.000 0.013866 10. 10. 10. 2 0 0 0.00 *SECNO 30201.000 JUST UPSTREAM OF ST. LOUIS & S.W.P.R 30201.00 17.49 504.29 0.00 0.00 505.46 1.17 10500. 0. 10500. 0. 0. 1210. 0. 0.18 0.00 8.68 0.00 0.000 0.045 0.000 0.002908 1. 1. 1. 2 0 0 CCHV= 0.100 CEHV= *SECNO 30250.000 0.300 3301 HV CHANGED MORE THAN HVINS FROM KIMLEY-HORNMODEL 30250.00 21.37 505.17 0.00 0.00 505.63 0.46 10500. 5328. 4955. 217. 1507. 704. 165. 0.18 3.54 7.04 1.31 0.065 0.045 0.065 0.001466 49. 49. 49. 2 0 0 0.01 126. 0.000 0.00 0.10 128. 0.000 0.00 0.12 17. 486.80 93.50 0.02 17. 486.80 93.86 0.09 17. 486.80 103.37 0.07 17. 483.80 403.45 513.30 513.40 2154.00 2254.50 513.30 513.40 2152.97 2254.83 513.30 513.40 2152.06 2255.43 492.40 502.00 1925.09 2328.55 PAGE 20 22-SEP-92 15:11:35 PAGE 21 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02.03,04,05,06 MODIFICATION - 50.51,52,53,54.55,56 ************************************************** THIS RUN EXECUTED NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST PROPOSED MAIN CHAN. GRAP SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10K*S 1.000 0.00 0.00 0.00 475.80 6700.00 494.47 0.00 494.95 19.93 1.000 0.00 0.00 0.00 475.80 10500.00 498.62 0.00 499.01 13.08 2.000 170.00 0.00 0.00 476.40 6700.00 494.69 0.00 495.54 43.44 2.000 170.00 0.00 0.00 476.40 10500.00 498.61 0.00 499.46 31.17 2.500 55.00 0.00 0.00 476.20 6700.00 494.85 0.00 495.83 49.77 2.500 55.00 0.00 0.00 476.20 10500.00 498.59 0.00 499.76 42.40 3.000 115.00 0.00 0.00 477.00 6700.00 495.40 0.00 496.32 35.06 3.000 115.00 0.00 0.00 477.00 10500.00 499.12 0.00 500.19 33.19 2.300 180.00 0.00 0.00 477.00 6700.00 496.32 0.00 496.82 20.66 .300 180.00 0.00 0.00 477.00 10500.00 500.11 0.00 500.63 16.57 3.600 200.00 0.00 0,00 478.00 6700.00 496.70 0.00 497.44 37.83 3.600 200.00 0.00 0.00 478.00 10500,00 500,34 0.00 501.19 33.73 · 000 85.00 0,00 0.00 478.30 6700.00 497.04 0,00 497.73 29.77 2,000 85,00 0.00 0.00 478.30 10500.00 500~76 0,00 501.46 27,82 4,500 540.00 0.00 0.00 477.90 6700*00 498.29 0,00 498.46 7.35 4,500 540.00 0.00 0.00 477.90 10500,~ 501.90 0.00 502.05 5.70 ~.000 190.00 0.00 0.00 479.103~5~ ~ ~}*~T 0,00 498.57 1.34 5,000 190.00 0.00 0.00 479.10 ~u].zu~ 0.00 502,15 1.24 5.100 60.00 0,00 0.00 484.60 2350.00 498,53 ~ 0,00 498.58 0.83 5.100 60.0O 0.00 0.00 484,60 3500.00 502,11 ~ 0.00 502.15 0.64 5.110 45.00 0.00 0.00 480.00 2350,00 498,54 4 0.00 498.58 1.21 5,110 45.00 0.00 0.00 480.00 3500,00 502.13 ~ 0.00 502.16 0,77 22-SEP-92 VCH 5.74 5.63 7.39 7.73 7.97 8,89 8.04 9.11 5.74 6.14 6.92 7.58 7.25 7.75 /3.67 ' 3.79 **99 2.52 2.56 .64 .37 15:11:53 1453.43 2785.87 927.76 1749.79 858.46 1493.03 1071.30 1737.32 1290.10 2494.47 969.76 1715.25 1316.44 2166.88 2951.93 4971.48 1627.51 2475.41 2016.23 3053.50 1936.06 3217.23 .01K 1500.73 2903.01 1016.59 1880.75 949.69 1612.60 113~ 1821 2579.55 1089.33 1807.80 1227.96 1990.82 2472.04 4399,30 2028.23 3138.86 2574,03 4391.68 2137.28 400O,3O 22-SEP-92 ECNO (l5'120 ~- 5.120 5.130 5.130 5.140 5.140 5.200 5.200 5.210 5.210 ~/-~ 220 :220 ~ ~,~,~ ~5.230 % 240 5.___~.~: 240 3OO 5.300 6.000 6.000 30130. 000 30130. 000 30189.000 30189. 000 30190. 000 30190. 000 30200 o 000 30200. 000 30201. 000 30201. 000 30250. 000 30250. 000 15:11:35 XLCH 1.00 1.00 8.00 8.00 1.00 1.00 130.00 1.00 1.00 8.00 8. O0 1.00 371~. O0 370. O0 190.00 190. O0 59.00 59. O0 1.00 1. O0 10.00 10.00 1. O0 1. O0 49.00 49. O0 ELTRD 489.00 489.00 489.00 489.00 0.00 0.00 0.00 0.00 0.00 0.00 489.00 489.00 489.00 489.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 513.30 513.30 513.30 513.30 0.00 0.00 0.00 0.00 ELLC 488.00 488.00 488.00 488.00 0.00 0.00 0.00 0.00 0.00 0.00 488.00 488.00 488.00 488.00 0.00 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0.00 0.00 510.40 510.40 510.40 510.40 0.00 0.00 0.00 0.00 ELMIN 480.00 480.00 480.00 480.00 480.00 480.00 481.10 481.10 482.00 482.00 482.00 482.00 482.00 482.00 482.00 482.00 482.50 482.50 484.00 484.00 483,70 483.70 486,80 486.80 486.80 486.80 486.80 486.80 486.80 486.80 483.80 483.80 U 2350.00 3500.00 2350.00 3500.00 2350.00 3500.00 2350.00 3500.00 2350.00 3500.00 2350.00 3500.00 2350.00 3500.00 2350.00 3500.00 2350.00 3500.00 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 CWSEL 498.56 502.14 498.56 502.14 498.55 502.14 498.55 502.14 498.53~ 502.12~ 498.61 502.18 498.61 502.18 498.57 502.14 498.49 502.05 498.65 501.94 00o I03.7 97 500.65 503.81 500.56 503.70 500.74 503.91 501.03 504.29 501.48 505.17 CRIWS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0;00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0,00 EG 498.59 502.16 498.59 502.17 498.60 502.17 498.61 502.18 498.67 502.23 498.69 502.24 498.69 502.24 498.74 502.28 498.90 502.44 500.31 503.72 501.33 504.62 501,61 505.08 501.71 505.21 501.84 505.37 501.91 505.46 502.07 505.63 PAGE 22 10K*S VCH AREA 1.86 1.60 1863.93 1.02 1.41 3142.25 1.85 1.60 1866.95 1.02 1.41 3144.78 1.20 2.63 1944.38 0.76 ~9~-2.37 3222.12 1.02 m~'i I09~ 2037.36 0.68 ~-,~ : 3329.21 2.74 4.° 4.15% 1264.52 1.97 ~?~ 4.033 1950.59 5.14 2.63 1218.89 3.13 2.45 1902.39 5.13 2.63 1219.48 3.13 2.45 1902.78 3.31 4.57 1271.54 2.41 4.46 1956.32 6.80 ~'~ 6.274/ 750.88 5.59 q.4~6.51 1131.35 67.71 -~ 1- · _ u.80~ 735.24 54.69 ~o~11.691 1351.00 28.91 I~~ 8.I9 1127.39 21.52 ~.,$8.15~ 1964.91 7 88'~'%~ 8- 32.61 1160.50 123.56 $- 8.59 779.87 144.98 ~9.87~ 1063.49 117.97 %~ 8.42 ~ 795.33 138.66 q.t~9.69 1083,58 29.14 q.~.56~ 886.00 29.08 l,~ 8.68 1209.76 21.81 f139~.33r 1268.06 14.66 4.,~, .04 2375.02 .01K 17~9 346,.,~8 1727.25 3468.13 2149.11 4008.19 2328.91 4251.17 1420.69 2490.72 1036.53 1978.85 1037.23 1979.46 1291.25 2252.68 901,36 1479.78 141 1246.10 2263.21 1169.93 1838.85 602.76 872.04 616.86 891.69 1241.15 1947.19 1434.65 2742.32 22-SEP-92 15:11:35 PROPOSED MAIN CHAN. GRAP SUMMARY PRINTOUT TABLE 150 SECNO Q 1.000 6700.00 1.000 10500.00 2.000 6700.00 2.000 10500.00 2.500 6700.00 2.500 10500.00 3.000 6700.00 3.000 10500.00 3.300 6700.00 3.300 10500.00 3.600 6700.00 3.600 10500.00 4.000 6700.00 4.000 10500.00 4.500 6700.00 4.500 10500.00 5.000 2350.00 5.000 3500.00 5.100 2350.00 5.100 3500.00 5.110 2350.00 5.110 3500.00 5.120 2350.00 5.120 3500.00 5.130 2350.00 5.130 3500.00 5.140 2350.00 5.140 3500.00 5.200 2350.00 5.200 3500.00 5.210 2350.00 5.210 3500,00 CWSEL 494.47 498.62 494.69 498.61 494.85 498.59 495.40 499.12 496.32 500.11 496.70 500.34 497.04 500.76 498.29 501.90 498.52 502.10 498.53 502.11 498.54 502.13 498.56 502.14 498.56 502.14 498.55 502.14 498.55 502.14 498.53 502.12 DIFWSP 0.00 4.15 0.00 3.92 0.00 3.74 0.00 3.71 0.00 3.79 0.00 3.64 0.00 3.72 0.00 3.61 0.00 3.57 0.00 3.58 0.00 3.59 0.00 3.58 0.00 3.58 0.00 3.59 0.00 3.58 DIFWSX 0.00 0.00 0.22 -0.01 0.16 -0.02 0.55 0.53 0.92 1.00 0.38 0.23 0.34 0.42 1.24 1.14 0.23 0.20 0.00 0.01 0.01 0.02 0,02 0.01 0.00 0.00 -0.01 0.00 0.00 0.00 -0.02 -0.02 DIFKWS '0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOI:~ID 214.55 408.05 128.15 275.92 96.67 334.64 155.34 345.66 238.16 379.81 104.84 280.97 172.54 280.45 548.37 570.86 209.10 308.63 268.90 344.34 287.50 393.86 287.79 393.93 287.96 394.00 287.97 394.00 302.24 411.21 188.07 t94.8t XLCH 0.00 0.00 170.00 170.00 55. O0 55. O0 115.00 115.00 180.00 180.00 200.00 200. O0 85.00 85.00 540.00 540. O0 190. O0 190. O0 60. O0 60. O0 45. O0 45. O0 1.00 1.00 8.00 1.00 1.00 40. O0 40.,00 30. O0 30. O0 PAGE 23 22-SEP-92 SECNO 5.220 5.220 5.230 5.230 5.240 5.240 5.300 5.300 6.000 6.000 30130.000 30130.000 30189.000 30189.000 30190.000 30190.000 30200.000 30200.000 30201.000 30201.000 30250.000 30250,000 15:11:35 2350.00 3500.00 2350.00 3500.00 2350.00 3500.00 2350.00 3500.00 6700.00 10500~00 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 CWSEL 498.61 502.18 498.61 502.18 498.57 502.14 498.49 502.05 498.65 501.94 500.57 503.97 500.65 503.81 500.56 503.70 500.74 503.91 501.03 504.29 I01.48 05.17 DIFWSP 0.00 3.57 0.00 3.56 0.00 3.57 0.00 3.56 0.00 3.29 0.00 3.39 0,00 3.16 0.00 3.13 0.00 3.17 0.00 3.27 0.00 3.69 DIFWSX 0.08 0.06 0.00 0.00 -0.04 -0.03 -0.08 -0.09 0.16 -0.11 1.92 2.02 0.07 -0.15 -0.09 -0.12 O. 18 0.21 0.28 0.38 0.45 0.88 DIFKWS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPWID 188.22 194.92 188.23 194.92 188.14 194.86 100.71 113.11 92.36 279,77 154.38 339.45 93.66 101.63 86.39 93.50 86.94 93.86 94.82 103.37 200.54 403.45 XLCH 1.00 1.00 8.00 8,00 1.00 1.00 105.00 105.00 370.00 370.00 190.00 190.00 59.00 59.00 1.00 1.00 10.00 10.00 1.00 1.00 49.00 49.00 PAGE 24 22-SEP-92 15:11:35 PAGE 25 SUMMARY OF ERRORS AND SPECIAL NOTES 22-SEP-92 15:11:56 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01.02.03,04,05,06 MODIFICATION - 50.51.52.53.54.55,56 ************************************************** FORTRAN STOP THIS RUN EXECUTED PAGE 22-SEP-92 15:11:56 t TTTTTTTTTT TTTTTTTTTT TTTTTTTTTT 11111111111111111111111 Digital EqulDment CorDora=lon - VAX/VMS Version V5.3-1 11111111111111111111111 ~~~1~~11~~~1~~~~~~~~~1~~11~1~~~~~~I~~1~~~~~~~~~~~1~~1~~~11~~~~~~~~~~~~~~~~~~1~~1~~~1~11111~~1~11~1~1~~~~ 999 000 666 222 222 4 4 4 4 888 9 9 0 0 6 2 2 2 2 4 4 4 4 8 8 9 9 0 00 6 2 2 4 4 4 4 8 8 9999 0 0 0 6666 2 2 44444 44444 888 9 00 0 6 6 2 2 4 4 8 8 9 0 0 6 6 2 2 4 4 8 8 999 000 666 22222 22222 4 4 888 ZZZZZZZZZZ ZZZZZZZZZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZZZZZZZZZ ZZZZZZZZZZ PPPPPPPP 222222 PPPPPPPP 222222 PP PP 22 22 PP PP 22 22 PP PP 22 PP PP 22 PPPPPPPP 22 PPPPPPPP 22 PP 22 PP 22 PP 22 PP 22 PP 2222222222 PP 2222222222 IIIIII NN NN IIIIII NN NN II NN NN II NN N~ II NNNN NN II NNNN NN II NN NN NN II NN NN NN II NN NNNN II NN NNNN II NN NN II NN NN IIIIII NN NN IIIIII NN NN O0 UU TT ;;;; O0 OO UU U'U TT ;;;; OO OO UU UU TT ;;;; 11 11 1111 1111 11 11 11 11 11 11 11 11 111111 111111 TTTTTTTTTT TTTTTTTTTT TTTTTTTTTT File DUA1:[~O622448]~_P2_NAIN.QU~.;1 {2030,34.0), last revised on 22-SEP-1992 15:11. is a 155 block seauential file owned by UIC [D~FAU~.T]. x~e.recora~ are varxa~Ae length with a fixed control size of 2 bytes aha print file (PRN) darriage control. Th& io~gms~ recora Ks 133 by~Ces. ~Db Z~2 NAIN (120) ~ueued to S¥SSPRINT on 22-SEP-1992 15:16 bY user 90622448, UIC [DEFAULT], under account at priority 100, s~art~d ~n priflter_TXA0: on 22-SEP-1992 15:16 from queue SYSSPRINT. ~1~111~11l111~1~111111111~l11~1~1~~~1~~1111111111~11111~1~~~~11~~1~111~1~1111~11111111111111111111111111 11111111 lllllll 111111 D1 lt&l E t nt o ration - ~ ~ ~erslon ~5.$-1 1111111 * WATER SURFACE PROFILES * * VERSION OF NOVEMBER 1976 * * UPDATED MAY 1984 * , * * RUN DATE 22-SEP-92 TIME 14:§6~04 * ****************************************************** * U.S. ARMY CORPS OF ENGINEERS * THE HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 9§616 * (916} 440-2105 (FTS~ 448-2105 ~ **********************************~ 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 GRAPEVINE CREEK for DALLAS COUNTY PUBLIC WORKS EXISTING CONDITIONS BY-PASS CHANNEL 22-SEP-92 14:56:05 PAGE 1 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50.51,52,53,54,55,56 ************************************************** C Ti DALLAS CO. - SPRINGS OF COPPELL PROJECT BY GRAHAM ASSOC(neal) 9-22-92 T2 10 YR. FEMA Q BASED ON KIMLEY-HORN MODEL W/ ADDED SECTIONS ON-SITE T3 EXISTING GRAPEVINE CREEK RELIEF FILE'Z EX"2 BYPAS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0. 2. O. o. o.ooo0o0 0.00 0.0 O. J2 NPROF IPLOT P~FVS XSECV XSECH FN ALLDC IBW 1.000 0.000 -1.000 0.000 0.000 0.000 0.000 4.000 6700.000 9400.000 10500.000 13400.000 0.000 0.120 0.120 0.060 0.100 0.300 0,000 NEW SECTION FROM FIELD SURVEYS OF 7-89 X1 3.600 17.-000 1152.000 1249.0.00 20 5.000 200.000 GR 509.800 1000.000 506.700 1065.000 506.700 1101.000 GR 478.200 1192.000 478.000 1~6~'.000 478.200 12~0.000 GR 497.400 124,.000 496.600 1307.000 496.100 1,og.oo0 GR 499.600 1409.000 505.000 1~56.000 0.000 0.000 NEW SECTION FROM FIELD SURVEY~ X1 4..000 16.000 1220.000 1279.000 90.000 80.OO0 GR 511.000 1000.000 509.000 1080.000 506.800 GR 501.200 1423.000 501.700 1442.000 ~t 508.100 1680.000 o.ooo o.ooo o"°oo 4.500 25.000 1362.000 1472.000 390.000 410.000 508.500 1000.000 502.400 1143.000 - 494~700 1191.000 490.400 1242.000 491.400 1250.000 494.600 1263:000 490.200 1362.000 484.800 1370.000 480.800 1400 OOO 478.800 1414.000 482.200 1424.000 404.600 1426.000 495.400 1503.000 496.000 1567.000 496.300 1598.000 MC 0.080 o.loo o.oso ,o.3oo o.soo o. ooo 13400. QT 4.000 4000.000 9400.000 65~0.000 0.000 000 THIS RUN EXECUTED 0.000 WSEL FQ 496.700 0.000 CHNIM ITRACE 0.000 0.000 22-SEP-92 14:56:05 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 200.0000.000 0,0,0~0~00 0.000 50 .9001 10.000 1i .000 48 .6001214.000483.4001219.000 85.000 0.000 0.000 0.000 0/9.000 1220.000 478.800 1247.000 ~600 1295.000 497.600 1405.000 .200 xsoo. ooo 505.300 lS95.ooo o.ooo o. ooo o.ooo o.ooo 540.000 o.ooo o.ooo 402.000 1210~O00 480.600 1~2~ 495.700 1277.000 496.000 1320.000 478.400 140~,,D00 477,900 1405;000 48g.500 ,92.1001472.000 495.900 ,98.1001717.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22-SEP-92 14:56:05 Xl 5.600 GR 496.300 GR 493.400 GR 499.100 X1 5.700 GR 496.300 GR 486.500 Xl 5.800 GR 496.300 GR 485.700 GR 498.700 NC 0.000 X1 5.900 GR 496.600 GR 487.000 GR 487.900 NC 0.100 QT 4.000 X1 6.000 513.700 491.100 GR 503.000 NC 0.065 X! 30130.000 512.800 501.800 483,800 510.900 F.J 0.000 NEW SECTION FROM FIELD SURVEYS OF 9-92 IN 11.000 1045.000 1095.000 170.000 1000.000 495.500 1045.000 485.000 1095.000 495.100 1166.000 494.900 1325.000 0,000 0.000 0.000 BY-PASS CHANNEL 110.000 125.000 0.000 1062.000 483.800 1075.000 1190.000 495.800 1236.000 0.000 0.000 0.000 NEW SECTION FROM FIELD SURVEYS OF 9-92 IN 10.000 1035.000 1094.000 85.000 1000.000 495.800 1035.000 488.700 1084.000 493.800 1094.000 495.800 BY-PASS CHANNEL 85.000 85.000 1041.000 484.400 1130.000 499.700 NEW SECTION FROM FIELD SURVEYS OF 9-92 IN 13.000 1037.000 1152.000 75.000 1000.000 496.100 1037.000 487.100 1092.000 488.600 1107.000 488.900 1222.000 500.000 1305.000 502.000 0.000 1062.000 1265.000 0.000 0.060 0.000 0.000 NEW SECTION FROM FIELD SURVEYS OF 9-92 IN CHANNEL & LOB SKEWRDMANUALLY (35 deg)0.8 15.000 1236.000 1341.000 000 1169.000 496.300 1191.000 495.300 1244.000 486.200 1262.000 485.800 1300.000 489.900 1341.000 495.700 BY-PASS CHANNEL 70.000 75.000 0.000 1043.000 486.600 1055.000 1141.000 494.800 1152.000 1333.000 0.000 0.000 0.100 0.050 0.000 0.000 6700.000 9400.000 10500.000 13400.000 NEW SECTION FROM FIELD SURVEYS - ABOVE FLOW 11.000 1127.000 1182.000 360.000 880.000 501.600 1OO0.000 499.600 1127.000 484.200 1146.000 484.000 1390.000 0.000 0.000 0.000 0.000 0.000 0.000 BY-PASS CHANNEL 80.000 100.000 0.000 1222.000 492.200 1236.000 1279.000 487.600 1284.000 1353.000 501.700 1466.000 0.065 0.045 0.300 FIS SECTION T - SURVEYED SECTION 19 20.000 2180.000 2222.000 1500.000 513.000 1600.000 2000.000 500.g00 2066.000 2207.000 484.800 2212.000 2500.000 511.400 2600.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SPLIT 120.000 260.000 0.000 1064.000 498.600 1091.000 1158.000 498.700 1182.000 0.000 0.000 0.000 0.500 0.000 0.000 REACH LENGTH ADJUSTED 135.000 210.000 190.000 512.100 1700.000 510.000 495.?00 2100.000 492.400 502.000 2222.000 504.400 512.200 2700.000 512.500 0.000 0.000 0.000 O;O00 0.000 1800.000 2180.000 2300.000 2800,000 O.000 0.000 484.700 497.300 0.000 0.000 486.100 502.000 0.000 488.200 495.800 0.000 0.000 0.000 490.400 486.300 502.000 0.000 0.000 0.000 493.500 502.000 0.000 0.000 -0.100 506.300 484.500 507.100 513.100 0.000 PAGE 0.000 1090.000 1282.000 0.000 0.000 1068.000 1300.000 0.000 1083.000 1168.000 0.000 0.000 0.000 1243.000 1288.000 1533.000 0.000 0.000 0.000 1105.000 1278.000 0.000 0.000 0,000 1900.000 2200.000 2400.000 2900.000 0.000 22-SEP-92 14:56:05 SECNO DEPTH CWSEL IME LOB CH SLOPE XLOBL XLCH CRIWS WSELK EG HV HL B ALOB ACH AROB VOL B XNL XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *PROF 1 CCHV= 0.100 CEHV= 0.300 *SECNO 3.600 3265 DIVIDED FLOW NEW SECTION 3.60 18.70 496.70 6700. 0. 6699. 0.00 0.00 6.92 0.003783 205. 200. FROM FIELD SURVEYS OF 7-89 0.00 496.70 497.44 0.74 1. 0. 968. 2. 0.30 0.000 0.060 0.120 200. 0 0 0 0.00 0.00 500.00 0. 0. 497.40 0.000 478.00 1158.06 0.00 104.87 1315.17 *SECNO 4.000 NEW SECTION FROM FIELD SURVEYS 4.00 18.74 497.04 0.00 0.00 497.73 0.69 6700. 0. 5560. 1140. 0. 767. 550. 0.00 0.00 7.25 2.07 0.000 0.060 0.120 0.002977 90. 85. 80. 2 0 0 0.28 0.01 501.00 2. O. 483.40 0.000 478.30 1224.81 0.00 172.55 1397.36 *SECNO 4.500 3280 CROSS SECTION 4.50 EXTENDED 0.19 FEET 3301 }iV CHANGED MORE THAN HVINS NEW SECTION FROM FIELD SURVEYS - BELOW FLOW SPLIT NEW SECTION FROM FIELD SURVEYS WZ ADDED LOB VALLEY 4.50 20.39 498.29 0;00 0.00 498.46 0.27 6700. 907. 5405. 388. 883. 1473. 596. 0.05 2.03 3.67 0.65 0,220 0,060 0,120 0,000734 390. 540. 410. 2 0 0 0.68 0.05 490.20 25. 4 · 492 · 10 548 · 37 1717 · 00 CCHV= 0.300 CEHV= 0.500 *SECNO 5.600 3280 CROSS SECTION 5.60 EXTENDED 2.02 FEET NEW SECTION FROMoFIELDSURVEYS00 OF 9-92 5.60 14.52 498.32 . 0.00 498.67 4000. 139. 3092. 770. 109. 575. 0.06 1.27 5.37 1.29 0.080 0.050 0.001536 170. 125. 110. 2 0 IN BY-PASS 0.1C~NE2 L 0.35 0.09 599. 32. 5. 0.109 0.000 483.80 0.00 306.31 495.50 493.40 1000.00 1306.31 PAGE 22-SEP-92 14:56:05 PAGE 4 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV LOB CH QROB ALOB AC}{ AROB VOL TWA LEFT/RIGHT ~IME ~LOB ~CH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 5.700 3280 CROSS SECTION 5.70 EXTENDED 2.11 FEET 5.70 4000. 0.06 0.001711 NEW SECTION FROM FIELD SURVEYS OF '9-92 14.01 498.41 0.00 0.00 498.86 108. 3617. 275. 83. 642. 1.31 5.64 1.11 0.080 0.050 85. 85. 85. 0 0 IN BY-PASS CHANNEL 0.45 0.14 0.05 248. 34. 6. 0.100 0.000 484.40 0 0.00 220.48 495.80 493.80 1000.00 1220.48 *SECNO 5.800 3280 CROSS SECTION 5.80 EXTENDED 2.56 FEET 5.80 4000. 0.07 0.000530 NEW SECTION FROM FIELD SURVEYS OF 9-92 13.16 498.86 0.00 0.00 499.01 77. 3836. 86. 98. 1212. 0.79 3.16 0.60 0.080 0.050 75. 75. 70. 2 0 IN BY-PASS CHANNEL 0.15 0.07 0.09 145. 36. 6. 0.100 0.000 485.70 0 0.00 232.28 496.10 494.80 1000.00 1232.28 *SECNO 5.900 3280 CROSS SECTION 5.90 EXTENDED 2.34 FEET 5.90 4000. :: 0.08 0.000656 NEW SECTION FROM FIELD SURVEYS OF 9-92 , A Yo.oo (359 '4,.o, 13.14 498.94 0.00 . 0.14 0.06 0.00 3615. 139. 11 39 7. 3.0, o.,1 o. 16 172. . 0.100 0.000 485.80 80. 100. 80. 2 0 0 0.00 244,96 IN BY-PASS CHANNEL 492.20 489.90 1169.00 1413.96 *SECNO 6.000 3301 HV CHANGED MORE THAN HVINS NEW SECTION FROM FIELD SURVEYS - ABOVE FLOW SPLIT 6.00 14.73 498.73 0.00 0.00 500.35 1.62 0.53 0.74 6700. 672. 6028. O, 179, 563. O. 46. 8. 0.09 3.75 10,70 0.01 0.100 0.050 0.100 0.000 484.00 0,006604 360, 260. 120. 2 0 0 0.00 95.31 491.10 498.70 1087.53 1182.83 22-SEP-92 14:56:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV LOB CH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT ~IME ~LOB ~CH VROB XNL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLCH ](LOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= 0.300 CE}W= *SECNO 30130.000 0.500 3301 HV CHANGED MORE THAN HVINS FIS SECTION T - SURVEYED SECTION 19 REACH LENGTH ADJUSTED 30130.00 16.91 500.61 0.00 0.00 501.35 0.74 0.74 6700. 2488. 4212. O. 616. 517. 0. 50. 0.09 4.04 8.16 0.00 0.065 0.045 0.000 0.000 0.002858 135. 190. 210. 3 0 0 0.00 0.26 492.30 8. 501.90 483.70 2066.64 154.61 2221.25 PAGE 22-SEP-92 14:56:05 PAGE 6 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ME~DOR CORR - 01.02.03.04.05.06 IFICATION - 50.51.52.53.54.55,56 ************************************************** T1 DALL~ CO. - SPRINGS OF COPPELL PROJECT BY GRAHAM ASSOC(ne&i) 9-22-92 T2 190 ~YI~. FEMA Q BASED ON KIMLEY-HORN MOD~L~/ ADDED SECTIONS ON-SITE T3 EXISTING GRAPEVINE CREEK RELIEF FILE=Z,EX2_BYPAS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q O. 4. O. O. 0.000000 0.00 0.0 O. J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC 15.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 THIS RUN EXECUTED WSEL FQ 500.340 0.000 CIDILll ITRACE 0,000 0.000 22-SEP-92 14:56:13 22-SEP-92 14256205 PAGE 7 *PROF 2 CCHV= 0.100 CEHV= 0.300 *SECNO 3.600 NEW SECTION FROM FIELD SURVEYS OF 7-89 3.60 22.34 500.34 0.O0 500.34 501.19 0.85 0.00 0.00 500.00 10500. 0. 9932. 567. ~ 1310. 403. 0. 0. 497.40 0.00 0.22 7.58 1.41 0.1.~ 0.060 0.120 0.000 478.00 1148.34 0.003378 205. 200. 200. 0 0 0 0.00 280.81 1429.14 *SECNO 4.000 3265 DIVIDED FLOW NEW SECTION FROM FIELDSURVEYS 4.00 22.46 500.76 0.00 0.00 501.46 0.70 0.26 0.01 501.00 10500. O. 7573. 2927. O. 976. 1189. 4. 1. 483.40 0.00 0.00 7.76 2.46 0.000 0.060 0.120 0.000 478.30 1220.29 0.002784 90. 85. 80. 2 0 0 0.00 280.36 1524.27 *SECNO 4.500 3280 CROSS SECTION 4,50 EXTENDED 3.79 FEET 3301 HV CH~GBD MORE ~ HVINS SECTION FROM FIELD SURVEYS - BELO~ FLOW SPLIT SECTION FROM PZRLD SURVEYS W/ ADDED LOB V~t.?.~Y 4.50 23.99 501.89 0.00 0.00 502.05 0.16 0.54 0.05 490'2004~:i 10500. 1957. 7086. 145B. 1621. 1869. 1480. 41 5. 0.05 0.000570 ~ 3.79 0.99 0.120 0.060 0.120 O, ~ 477.90 1146.15 540. 410. 2 0 O 0.00 570.851717.00 CCI!V= 0.300 CEHV= 0.500 *8gCNO 5.600 3280 CROSS SECTION 5.60 EX'X~NDBD 5.64 ~ 8:CTION FRO~FZE?.,DSURV~Y, OF 9-92 5.60 18.14 501.94 0.00 0,00 502.18 IN BY-PUS C~ANN~L 6550. 475. 38~4. 756' 0.25 0.09 0.05 495.50 0.06 1.75 s.o6 2250. 272. 14,3. s,. 6. 4,3.4o O.lOO o.ooo ,83.,o lOOO.OO 0.000945 170. 125. li~ O*O'g O.OSg 0 0.00 325.00 132S.00 22-SEP-92 14:56:05 PAGE 8 SECNO DEPTH CWSEL CRIWS WSELK EG }IV HL OLOSS BANK ELEV IME LOB QROB LEFT/RIGHT ~LOB ~ ALOE ACH AROB VOL TWA X~R XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 5.700 3280 CROSS SECTION 5.70 EXTENDED 5.66 FEET NEW SECTION FROM FIELD SURVEYS OF 9-92 5.70 17.56 501.96 0.00 0.00 502.35 6550. 395. 4872. 1282. 207. 851. 0.07 1.91 5.73 1.48 0.080 0.050 0.001213 85. 85. 85. 2 0 IN BY-PASS CHANNEL 0.39 0.09 0.07 864. 57. 7. 0.100 0.000 484.40 0 0.00 299.33 495.80 493.80 1000.00 1299.33 *SECNO 5.800 3280 CROSS SECTION 5.80 EXTENDED 5.99 FRET NEW SECTION FROM FIELD SURVEYS OF 9-92 ~5.80 16.59 502~9 ~O;~ O.OO 502;46 6550. 271. 5720. 559. 225. 1607. 0.07 1.20 3.56 0.84 0.080 0.050 0.000461 75. 75. 70. 2 0 IN BY-PASS CHANNEL '0.17 0.05 0.06 664. 60. 7. 0;100 0.000 485.70 0 0.00 333.00 496.10 494.80 1000.00 1333.00 *SECNO 5.900 3280 CROSS SECTION 5.90 EXTENDED 5,76 FEET 6550. 704. 5314. 531. 454, 15X. 0.08 1.55 3.48 0.94 0*080 0,~60 0.000580 80. 100. 80. 0 0 IN BY-PASS CHANNEL 0.16 0.05 0.00 8. o:I 6 ,85.,o 0 O. O0 364 · O0 492 · 20 11 1:6 ° 1533 · 00 *SE(NO 6.OOO 3301 }IV CHANGED MORE THAN H3~NS NEW SECTION FROM FIELD SURVEYS - ABOV~ FLOW SPLIT 6.00 18.02 s02.02 0.00 0.00 50~ ~6 1.74 10500. 1638. 8618. 244. 468..~.. I60. 0.09 3.50 11.58 1.53 0.100 0.050 0.100 0.005331 360. 260. 120. 2 0 0 0.45 77. 0.79 10. 491.10 498.70 995.85 1280.12 22-SEP-92 14:56:05 SECNO DEPTH CWSEL CRIWS WSELK EG }IV HL OLOSS BANK ELEV ~ ~cH ,~oB AcH ~oB vo~. wA ~OTME LOB CH QROB LEFT/RIGHT CCHV= 0.300 CEHV= 0.500 *SECNO 30130.000 3301 HVCHANGED MORE THAN HVINS FIS SECTION T - SURVEYED SECTION 19 REACH LENGTH ADJUSTED 30130.00 20.29 503.99 0.00 0.00 504.64 0.65 0.55 10500. 5072. 5351. 77. 1243. 658. 71. 83, 0.10 4.08 8.13 1.09 0.065 0.045 0.065 0.000 0.002137 135. 190. 210. 3 0 0 0,00 0.33 492.30 11. 501.90 483.70 1949.19 340.61 2289.80 PAGE 22-SEP-92 14:56:05 PAGE 10 NEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01.02.03.04,05.06 MODIFICATION - 50.51,52.53.54.55,56 ************************************************** NOTE- ASTERISK RAPEVINECREEK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC' ELMIN 3.600 0.00 0.00 0.00 478.00 3.600 0.00 0.00 0.00 478.00 4.000 85.00 0.00 0.00 478.30 4.000 85.00 0.00 0.00 478.30 ~4.500 540.00 0.00 0.00 477.90 4.500 540.00 0.00 0.00 477.90 !5,600 125.00 0.00 0.00 483.80 5~600 125.00 0.00 0.00 483.80 15,700 85.00 0.00 0.00 484.40 s~700 85.00 0.00 0.00 4.4.40 5.800 75.00 0.00 0.00 485.70 75.00 /5..800. 0.00 0.00 485.70 ~5,,900 100.00 0.00 0.00 485.80 100.00 ~5.900 0.00 0.00 485.80 6.000 260.00 0.00 0.00 484.00 6,000 260.00 0.00 0.00 484,00 30130.000 190.00 0.00 0.00 483.70 30130.000 190.00 0.00 0.00 483.70 SUNNARY THIS RUN EXECUTED OF ERRORS LIST Q CWBEL CRIWS EG 10K*S 6700.00 496.70 0.00 497.44 37.83 10500.00 500.34 0.00 501.19 33.78 6700.00 497.04 0.00 497.73 29.77 10500.00 500.76 0.00 501.46 27.84 6700.00 498.29 0.00 498.46 7.34 10500.00 501.89 0.00 502.05 5.70 4000.00 498.32 0.00 498.67 15.36 8550.00 501.94 0.00 502.18 9.45 4000.00 49~.41 0.00 498.86 17. 8550.00 5ox.96 o.oo so2.35 12.13 4000.00 498.86 0.00 499.01 5.30 6550.00 502.29 0.00 502.46 4.61 4000.00 0.00 499.07 6.56 6550.00 0.00 502.52 5.80 6700.00 498.73 0.00 500.35 66.04 10500.00 502.02 0.00 503.76 53.31 6700.00 500.61 0.00 501.35 ~ 58 10500.00 503.99 0.00 504.64 21 :37 22-SEP-92 VCR 6.92 7.58 7.25 7.76 3.67 3.79 5.37 5.06 5.64 5.73 3.16 3.56 3.09 3.48 10.70 11.58 8.16 8.13 14:56:15 AREA 969.80 1714.05 1316.50 2165.90 2952 · 09 4970.16 1282.89 2451.40 972.64 1921.43 1455.62 2495.72 1565.17 2544 · 55 742.30 1372.20 1132.40 1972 · 10 .01K 1089.37 1806.64 1228.02 1989.95 2472.18 4397.87 102(0 213( 966.95 1880.36 1736.89 3049.44 1561.68 2720.64 824.45 1438.03 1253.21 2271.54 22-SEP-92 14:56:05 EXISTING GRAPEVINE CREEK SUNMARY PRINTOUT TAB~ 150 SECNO 3.600 3.600 4.000 4.000 4.500 5.600 5.600 5.700 5.700 2.800 .800 5.900 5.9O0 "~ 6,000 6.000 30130.000 30130.000 6700.00 10500.00 6700.00 10500.00 6700.00 10500.00 4000.00 6550.00 4000.00 6550.00 4000,00 6550.00 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 496.70 0.00 0.00 0.00 104.87 0.00 500.34 3.64 0.00 0.00 280.81 0.00 497.04 0.00 0.34 0.00 172.55 85.00 500.76 3.71 0.42 0.00 280.36 85.00 498.29 0.00 1.24 0.00 548,37 540.00 501.89 3.61 1,14 0.00 570.85 540,00 498.32 O. O0 O. 03 O.'-00 .... ~'06"31"- -- '- ...... ~-Z2-5~ 00- 501,94 3.62 0,04 498'.41 0.00 0.09 501.96 3.55 0.02 498.86 0.00 0.45 502.29 3.43 0.33 4000.00 498.94 0.00 0.08 -6550,00 502,3~,42__.~.__~ 0,07 6700.00 498.73 0.00 -0.21 10500,00 502.02 3,29 -0,34 6700.00 500.61 0.00 1.88 10500,00 503.99 3,38 1.97 0.00 325.00 125.00 0.00 220.48 85.00 0.00 299.33 85.00 0.00 232.28 75.00 0.00 333.00 75.00 0.00 244.96 100.00 0.00 364.00 100.00 0.00 95.31 ~- 0.00 284.27 ~60.00 0.00 154.61 190.00 0.00 340.61 190.00 PAGE 11 22-SEP-92 S b741~J~Y OF 14:56:05 ERRORS AND SPECIAL NOTES PAGE 12 22-SEP-92 14:56:17 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01.02.03,04.05.06 MODIFICATION - 50.51.52.53.54.55.56 ************************************************** FORTRAN STOP THIS RUN EXECUTED PAGE 22-SEP-92 14:56:17 KKKI(I(I(I<KKK KKKI(KI(I(KKK KKKKKKKKKK ZZZZZZZZZZ ZZZZZZZZZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZZZZZZZZZ ZZZZZZZZZZ 22222222222222222222222 Dtgl=al ~qulpment Corpora=ion - VAX/V~S Version V5.3-1 22222222222222222222222 2222222222222222222222222222222222222~222222222222222222222222222222222222222222222222222222222222222222 KKKKKKKKKK KKKKKKKKKK KKKKKKKKKK 999 000 666 222 222 4 4 4 4 888 9 9 0 0 6 2 2 2 2 4 4 4 4 8 8 9 9 0 00 6 2 2 4 4 4 4 8 8 9999 0 0 0 6666 2 2 44444 44444 888 9 00 0 6 6 2 2 4 4 8 8 9 0 0 6 6 2 2 4 4 8 8 999 000 666 22222 22222 4 4 888 EEEEEEEEEE XX XX 222222 EEEEEEEEEE XX XX 222222 EE XX XX 22 22 EE XX XX 22 22 EE XX XX 22 EE XX XX 22 EEEEEEEE XX 22 EEEEEEEE XX 22 EE XX XX 22 EE XX XX 22 EE XX XX 22 EE XX XX 22 EEEEEEEEEE XX XX 2222222222 EEEEEEEEEE XX XX 2222222222 BBBBBBBB YY BBBBBBBB YY BB BB YY BB BB YY BB BB YY YY BB BB YY Y¥ BBBBBBBB YY BBBBBBBB YY BB BB YY BB BB YY BB BB YY BB BB YY BBBBBBBB YY BBBBBBBB YY YY PPPPPPPP AAAAAA SSSSSSSS YY PPPPPPPP AAAAAA SSSSSSSS YY PP PP AA AA SS YY PP PP AA AA SS PP PP AA AA SS PP PP AA AA SS PPPPPPPP AA AA SSSSSS PPPPPPPP AA AA SSSSSS PP AAAAAAAAAA SS PP AAAAAAAAAA SS PP AA AA SS PP AA AA SS PP AA AA SSSSSSSS PP AA AA SSSSSSSS 11 11 1111 1111 11 11 11 11 11 11 11 11 111111 111111 File DUAl=[90622448]; EX2 BYPAS.OUT;~ (15~0,;~0), last revised on 22-SEP-1992 14:56, is a 61 block sequeotial fi~e owned by UIC [DEFA.U~T]. T~.e.re~o~d_B &rg variable &eng~n wl~n a fixed oontrol size of 2 bytes and print file (PRN) carriage con=rol. The ~onqes~ recora ~s 133 bytes. Job Z EX2 BYP~S. (lll) c~eued to SYSSPRINT on 22-SEP-1992 14=57 bY user 90622448, UIC [DEFAULT], tmder account at priority 100, started o~ pr~n=er_TX~0= on 22-SEP-1992 14=57 from queue SYSSPRINT. 22222222222222222222222 Dtqltal ~,~l~t CorDora~zon - VAX/VMS Version V5.3-1 22222222222222222222222 ~ * WATER SURFACE PROFILES * * VERSION OF NOVEMBER 1976 * * UPDATED MAY 1984 * * * * RUN DATE 22-SEP-92 TIME 15:05:56 * ****************************************************** * U.S. ARMY CORPS OF ENGINEERS * * THE HYDROLOGIC ENGINEERING CENTER * * 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616 * * (916) 440-2105 (FTS) 448-2105 ~.~ * ************************************ X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX GRAPEVINE CREEK for DALLAS COUNTY PUBLIC WORKS PROPOSED CONDITIONS BY-PASS CHANNEL 22-SEP-92 15:05:57 PAGE 1 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02.03,04.05.06 MODIFICATION - 50,51.52.53.54,55.56 ************************************************** C T1 DALLAS CO. T2 10 YR. FEMA Q USING WIDER & LONGER PROPOSED RELIEF T3 PROPOSED GRAPEVINE CR RELIEF FILEIZ_P2_BYPAS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0. 2. 0. 0. 0.000000 0.00 0.0 0. J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 1.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 - SPRINGS OF COPPELL PROJECT BY GRAHAM ASSOC(neal) 4.000 6700.000 9400.O00 10500.000 13400.000 0.000 0.120 0.120 0.060 0.100 0.300 0,000 NEW SECTION FROM FIELD SURVEYS 7-89 X1 3.600 17.000 1152.O00 1249.000 205.000 200.000 GR 509.800 1000.000 506.700 1065.000 506.700 1101.000 GR 478.200 1192.000 478.000 1205.000 478.200 1210.000 GR 497.400 1249.000 496.600 1307.000 49'6.100 1309.000 GR 499.600 1409.000 505.000 1556.000 0.000 0.000 NEW SECTION F~OM FIELD SD~YS X1 4.000 16.000 1220.O00 1279.000 90.000 80.000 511.000 1000.000 509.000 1080,000 506.800 1167.000 Ga 478.300 1256.000 478.300 1266.000 483'400 1279.000 ~I 501.200 1423.000 501.700 1442.000 497'400 1453'000 GR 508.100 1680.000 0.O00 0.000 0.000 O. 000 X1 4.500 GR 508.500 GR 490.400 GR 490.200 GR 478.800 GR 495.400 4.000 0.080 NEW SECTION FROM FIELD SURVEYS - BELOW FLOW SPLIT NEW SECTION FR~M FIELD SURVEYS W/ ADDED LOB V~T.T.'Ry 25.000 1362.O00 1472.000 390.000 410.000 1000.000 502.400 1143.000 494,700 1191.000 1242.000 491.400 1250.000 494.600 1263.000 1362.000 484.800 1370.000 480.800 1400.000 1414.000 482.200 1424.000 4,4.600 ~i~ 000 1503,000 496.000 1567.000 496.300:000 4350.000 9400.000 7000.000 13400.000 0.000 0.100 0.050 0.300 0.500 0.000 9-21-92 THIS RUN EXECUTED 22-SEP-92 15:05:57 WSEL FQ 496.700 0.000 CHNIM ITRACE 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 200.000 0.000 0.000 503.900~ 1110,O00 500.000 483.600 1214.000. 483.400 · 500 1311.00~ 498.800 49~.000 0.00 0.000 85.000 0.000 0.000 501.000 1220.000 478.800 489.600 12~.OO0 497.600 499.200 1500.000 505,300 0~000 0.000 0.000 0.000 0.000 0.000 1152.000 1219.000 1359.000 0.000 0,000 1247.000 1405.O00 1595.000 0,000 540.000 0.000 0.000 0.000 492.000 1210.000 489.600 1223.000 295.700 1277.000 496.000 1320.000 78.400 1403.000 477.900 1405.000 489.500 1451.000 492.100 1472.000 495.900 1676.000 498.100 1717.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 22-SEP-92 15:05:57 Xl 70.000 GR 496.000 GR 495.000 Xl 80.000 GR 496.000 GR 496.000 Xl 90.000 GR 496.500 GR 497.000 NC 0.000 Xl 110.000 GR 496.500 GR 501.000 4.000 0.100 Xl 6.000 GR 513.700 GR 491.100 GR 503.000 NC 0.065 30130.000 512,800 GR 501.800 GE. 483.800 GR 510.900 F,J 0.000 PROP. RELIEF - LF.SS=2:i (SOIL CEM) RT.SS=3:i 10.000 1030.000 1100.000 170.000 120.000 980.000 495.500 1030.000 483.500 1054.000 1110.000 495.000 1220.000 496.000 1235.000 PROP. RELIEF - LF.SS=2:i (SOIL CEM) RT.SS=3:i 8.000 1052.000 1128.000 130.000 130.000 1000.000 496.000 1052.000 484.800 1075.000 1142.000 498.000 1180.000 501.000 1300.000 PROP. RELIEF - LF.SS=2:i (SOIL CEM) RT.SS=3:i 9.000 1068.000 1152.000 60.000 30.000 1000.000 496.000 1068.000 485.400 1089.000 1190.000 498.000 1215.000 499.000 1245.000 0.000 0.060 0.000 0.000 0.000 LF.SS=2:i (SOIL CEM) RT.SS=3:I SKEWED MANUALLY (55 deg) PROP. RELIEF - AT ENTRANCE TO BYPASS 6.000 1068.000 1187.000 50.000 40.000 1000.000 496.000 1068.000 485.800 1089.000 1286.000 0.000 0.000 0.000 0.000 6700.000 9400.000 10500.000 13400.000 0.000 0.100 0.050 0.000 0.000 0.000 NEW SECTION FROM FIELD SURVEYS - ABOVE FLOW SPLIT 11.000 1127.000 1182.000 280.000 100.000 880.000 501.600 1000.000 499.600 1064.000 1127.000 484.200 1146.000 484.000 1158.000 1390.000 0.000 0.000 0.000 0.000 0.065 0.045 0.300 0.500 0.000 FIS SECTION T - SURVEYED SECTION 19REACH LENGTH ADJUSTED 20.000 2180.000 2222.000 135.000 210.000 1500.000 513.000 1600.000 512,100 1700,000 2000.000 500.800 2066.000 495.700 2100.000 2207.000 484.800 2212.000 502.000 2222.000 2500.000 511.400 2600.000 512.200 2700.000 0.000 0.000 0.000 0.000 0.000 150.000 483.500 498.000 130.000 484.800 0.000 50.000 485.400 501.000 0.000 50.000 485.800 0.000 0.000 0.000 200.000 498.600 498.700 0.000 0.000 190.000 510.000 492.400 504.400 512.500 0.000 0.000 1068.000 1300.000 0.000 1097.000 0.000 0.000 1120.000 1300.000 0.000 0.000 1153.000 0.000 0.000 0.000 0.000 1091.000 1182.000 0.000 0.000 0.000 1800.000 2180.000 2300.000 2800.000 0.000 494 · 500. PAGE 000 0.000 000 1100.000 000 1330.000 0.000 495.000 0.000 0 496 0 .000 .000 .000 .000 0.000 1128.000 0.000 0 497 0 0.000 1152.000 0.000 0.000 .000 0.000 · 000 1187.000 .000 0.000 0.000 0.000 0.000 0.000 493 · 502 · O. 000 0.000 500 1105.000 000 1278.000 000 0.000 0.000 0.000 -0. 506. 484 · 507. 513 · O. 100 0.000 300 1900.000 500 2200.000 100 2400.000 100 2900.000 000 0.000 22-SEP-92 15:05:57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV LOB VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID ENDST *PROF 1 CCHV= 0.100 CEHV= 0.300 *SECNO 3.600 3265 DIVIDED FLOW NEW SECTION FROM FIELD SURVEYS 7-89 3.60 18.70 496.70 0.00 496.70 497.44 0.74 6700. 0. 6699. 1. 0. 968. 2. 0.00 0.00 6.92 0.30 0.000 0.060 0.120 0.003783 205. 200. 200. 0 0 0 *SECNO 4.000 NEW SECTION FROMoFIELDo0 SURVEYS 4.00 18.74 497.04 . 0.00 497.73 0.69 6700. 0. 5560. 1140. O. 767. 550. 0.00 0.00 7.25 2.07 0.000 0.060 0,120 0.002977 90. 85. 80. 2 0 0 *SECNO 4.500 3280 CROSS SECTION 4.50 E];T-~-NDED 0 · 19 FEET 3301 I'IVCHANGEDMORE THAN HVINS NEW SECTION FROM FIELD SURVEYS - BELOW FLOW SPLIT NEW Sff~TION FROM FIELD SURVEYS W~ ADDED LOBV~?.T~Y 4.50 20.39 498.29 0.00 0.00 498.46 0.17 6700. 907. 5405. 388, 883. 1473. 596. 0.05 1.03 3.67 0'65 0.120 0.060 0.120 0.000734 390. 540. 410. 2 0 0 *CHV'osRCN 70.0000' 300 CEI. IV= 0. 500 3280 oss .CT ON 70.00 E.E.DED 2.35 FEET 70.00 14.85 498,35 0.00 0,00 4350. 161. 3588. 601. 130. 728. 539. 0.06 1.24 4.93 1.12 0.080 0'050 0.100 0.001319 170. 150. 120. 2 0 0 0.00 0.00 500.00 0. 0. 497.40 0.000 478,00 1158,06 0.00 104.87 1315.17 0.28 0.01 501.00 2. O. 483.40 0.000 478.30 1224.81 0.00 172.55 1397.36 0.68 0.05 490.20 25. 4. 492.10 0.000 477.90 1168.63 0.00 548.37 1717.00 0.13 0.07 495.50 33. 5. 494.00 0.000 483.50 980.00 0.00 325.28 1305.28 PAGE 22-SEP-92 15:05:57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL LOB CH QROB ALOB ACH AROB VOL ~IME ~LOB ~CH VROE XNT. XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR *SECNO 8O.000 3280 CROSS SECTION 80.00 EXTENDED 2.49 FEET PROP. RELIEF - LF.SS=2:i (SOIL CE)() RT.SS=3:i 80.00 13.69 498.49 0.00 0.00 498.92 0.43 4350. 175. 4077. 98. 129. 753. 103. 0.07 1.35 5.41 0.96 0.080 0.050 0.100 0.001675 130. 130. 130. 0 0 0 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *SECNO 90.000 3280 CROSS SECTION 90.00 EXTENDED 2.17 FEET PROP. RELIEF - LF.SS-2:i (SOIL CEM) RT.SS-3:i 90.00 13.27 498.67 0.00 0.00 499.02 0.34 4350. 198. 4057. 95. 165. ~ 119. 0.07 1.20 4.87 0.80 0.080 0 ~ 0.100 0.001341 60. 50. 30. 2 0 0 0.19 0.06 496.00 36. 6. 495.00 0.000 484.80 1000.00 0.00 199.40 1199.40 0.07 0.03 496.00 37. 6. 496.00 0.000 485.40 1000,00 0.00 235.15 1235.15 *SECNO 110.000 3280 CROSS SECTION 110.00 EXTENDED 2.46 FEET LF,SS=2:I (SOIL CEM) RT.SS-3:I SKiD MANUALLY (55 deg) PROP. RELIEF - AT ENT~ANCE TO BYPASS 110.00 13.16,,8.,6 0.00 0.00 ,,,.12 0.16 o.o5 4350. 4149. 19. 84. o.4''100 3,. 0.000 0.07 0,98 3.27 0,41 0,080 0.000777 50. 50. 40. 2 0 0 0.00 0.44 44. 0.000 0.00 *SECNO 6.000 3301 HV CHANGED MORE T~AN HVINS NEW SECTION FROM FIELD SURVEYS - ABOVE FLOW SPLIT 6.00 14.66 498.66 0.00 0.00 500.31 1.65 6700. 666. 6034. O. 177, 560. O. 0.08 3,77 10.78 0.00 0,100 0.050 0.000 0.006745 280. 200. 100. 2 0 0 0.06 496.00 7. 497.00 485.80 1000.00 235.56 1235.56 0.74 491.10 7. 498.70 484.00 1089.23 92.71 1181.94 PAGE 22-SEP-92 15:05:57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV VQLOB VcHQCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT IMELOB VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= 0.300 CE}iV= 0.500 *SECNO 30130.000 3301 HV CHANGED MORE THAN HVINS FIS SECTION T - SURVEYED SECTION 19 REACH LENGTH ADJUSTED 30130.00 16.88 500.58 0.00 0.00 501.33 0.75 0.75 6700. 2480. 4220. 0. 612. 515. 0. 48. 0.09 4.05 8.19 0.00 0.065 0.045 0.000 0.000 0.002889 135. 190. 210. 3 0 0 0.00 0.27 492.30 8. 501.90 483.70 2066.84 154.39 2221.23 PAGE 22-SEP-92 15:05:57 PAGE 6 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01.02.03.04.O5.06 MODIFICATION - 50.51.52.53.54.55.56 ************************************************** Ti T2 T3 DALLAS CO. - SPRINGS OF COPPELL PROJECT BY G~%HAM ASSOC(neal) 9-22-92 100 YR. FENA Q USING DALLAS CO.'S PROPOSED RELIEF PROPOSED GRAPEVINE CR ~LIEF FILE~Z P2 BYPAS THIS RUN EXECUTED J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0. 4. 0. 0. 0.000000 0.00 0.0 0. 500.340 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 15.000 0.000 -1.OO0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ITRACE 0.000 22-SEP-92 15:06:03 22-SEP-92 15:05:57 PAGE 7 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL ~IME XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *PROF 2 CCHV= 0.100 CEHV= 0.300 *SECNO 3.600 NEW SECTION FROM FIELD SURVEYS 7-89 3.60 22.34 500.34 0.00 500.34 501.19 10500. 0. 9932. 567. 1. 1310. 0.00 0.22 7.58 1.41 0.120 0.060 0.003378 205. 200. 200. 0 0 0.85 403 · 0.120 0 0.00 0.00 500.00 0. 0. 497.40 0.000 478.00 1148.34 0.00 280.81 1429.14 *SECNO 4.000 3265 DIVIDED FLOW NEW SECTION FROM FIELD SURVEYS 4.00 22.46 500.76 -0,00 0.00 10500. O. 7573. ~2927. O. 0.00 0.00 7.76 2.46 0.000 0.002784 90. 85. 80. 2 501.46 0.70 0.26 976. 1189. 4. 0.060 0.120 0.000 0 0 0.00 0.01 501.00 1. 483.40 478.30 1220.29 280.36 1524.27 *SECNO 4.500 3280 CROSS SECTION 4 · 50 EXTENDED 3.79 FEET 3301 HV CHANGED MORE THAN HVINS N~WNI~WEwSECTION FROM FIELD SURVEYS - BELOW FLOW SPLIT szcrzoN FRO~FIE,.nS~YS N/ADDZD noa v,,.,~Y 4.50 23.99 501.89 0.00 0.00 502.05 0.16 10500. 1957. 7086. 1458. 1621. 1869. 1480. 0.05 1.21 3.79 0.99 0.120 0.060 0.120 0.000570 390. 540. 410. 2 0 0 0.54 41. 0.000 0.00 0.05 490.20 5. 492.10 477.90 1146.15 570.85 1717.00 *8EcNCCHV=o70.0000'300 CEHV= 0.500 3280 CROSS SECTION 70.00 EXTENDED 5.95 FEET PROP. RELIEF - LF.SS-2:i (SOIL C EM) RT.SS-3:I 70.00 18.45 501.95 o.oo o.oo so2.19 0.24 7000. 511. 4591. 1898. 310. 980. 1346. 0.06 i 65 4.69 1.41 0.080 0.0SO 0.100 0.000802 1~0' 150. 120. 2 0 0 0o10 54. 0.000 0.00 0.04 495.50 6. 494.00 483.50 980.00 350.00 1330.00 22-SEP-92 15:05:57 SECNO DEPTH CWSEL CRIWS WSELK EG }IV HL LOB CH QROB ALOE ACH AROB VOL VROE XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR *SECNO 80.000 3280 CROSS SECTION 80.00 EXTENDED 6.00 FEET PROP. RELIEF - LF.SS=2:i (SOIL CE]() RT.SS-3:I 80.00 17.20 502.00 0.00 0.00 502.39 0.40 7000. 610. 5667. 723. 312. 1020. 580. 0.07 1.96 5.56 1.25 0.080 0.050 0.100 0.001178 130. 130. 130. 2 0 0 OLOSS BANK ELEV T~A LEFT/RIGHT ELMIN SSTA TOPWID ENDST *SECHO 90.000 3280 CROSS SECTION 90.00 EXTENDED 5.65 FEET PROP. RELIEF - LF.SS=2:I (SOIL CEM) RT.SS-3:i 90.00 16.75 502.15 0.00 0.00 502.47 0.32 7000. 710. 5624. 666. 401. 1126. 558. 0.07 1.77 5.00 1.19 0.080 0.050 0.100 0.000947 60. 50. 30. 2 0 0 0.13 0.08 496.00 61. 7. 495.00 0.000 484.80 1000.00 0.00 300.00 1300.00 *SECNO 110.000 3280 CROSS SECTION 0.05 0.02 496.00 63. 7. 496.00 0.000 485.40 1000.00 0.00 300.00 1300.00 110.00 EXTI~DED 5.86 I~ET LF.SS-2:I (SOIL CEM) RT.SS-3:i~ j_I~6E_D MANUALLY (55 deg) PROP. RELIEF - AT ENTRANCE TO BY 110.00 16.56 502.36 0.00 0.00 5 0.18 0.04 7000. 630. ,0,,- 20,. ,16. 1674. 333° 65. 0.08 1.52 2'64 0,85 0.080 0.060 0,100 O. 000 0.000665 50. 50. 40. 2 0 0 0.00 *8ECHO 6.000 3301 HV CHANGED MORE THAN HVINS NEW SECTION FROM FIELD SURVEYS - ABOVE FLOW SPLIT 106'00500' 17.94 501.94 0.00 0.00 503.71 1.78 0.37 1620. 8649. 232. 458. 740. 153. 74. 0.08 3.54 11.69 1.52 0.100 0.050 0,100 0.000 O. 005475 280. 200. 100. 2 0 0 O. O0 0.04 496. O0 ,05.16 lO 768° 286.00 1286.00 0.80 491.10 9. 498.70 484.00 996.62 279.65 1276.27 PAGE 22-SEP-92 15:05:57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID ENDST CCHV= 0.300 CEHV= 0.500 *SECNO 30130.000 3301 HV CHANGED MORE THAN HVINS FIS SECTION T - SURVEYED SECTION 19 REACH LENGTH ADJUSTED 30130.00 20.26 503.96 0.00 0.00 504,61 0.65 0.56 10500. 5065. 5361. 75. 1237. 657. 69. 80. 0.09 4.09 8.16 1.08 0.065 0.045 0.065 0,000 0.002157 135. 190. 210. 3 0 0 0.00 0.34 492.30 10. 501.90 483.70 1949.80 339.12 2288.92 PAGE 22-SEP-92 15:05:57 PAGE 10 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01.02.03.04.05,06 MODIFICATION - 50.51.52.53,54.55.56 ************************************************** THIS RUN EXECUTED 22-SEP-92 15:06:05 NOTE- '---~~GRAPEVINE CR RE SUMMARY PRINTOUT TABLE 150 ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST SECNO XLCH ELTRD 3.600 0.00 0.00 3.600 0.00 0.00 4.000 85.00 0.00 4.000 85.00 0.00 4.500 540.00 0.00 ~--4.,_500 540.00 0.00 70.000 150.00 0.00 70.000 150.00 0.00 80.000 130.00 0.00 130.00 0.00 80.000 [90.000 ~90.000 50.00 0.00 50.00 0.00 ]110,000 50.00 0.00 IllO.0OO 50.00 o.oo 6.0oo 200.00 0.00 6.000 200.00 0.00 30130.000 190.00 0.0~ 30130.000 190.00 0.00 ELLC ELMIN Q CWSEL CRIWS 0.00 478.00 6700.00 496.70 0.00 0.00 478.00 10500.00 500.34 0.00 O. O0 478.30 6700.00 497.04 0.00 O. O0 478 · 30 10500. O0 500.76 O. O0 0.00 477.90 6700.00 498.29 0.00 0 · O0 477 · 90 10500. O0 501.89 0 · O0 O. O0 483.50 4350. O0 498.35 O. O0 0.00 483.50 7000.00 501.95 0.00 0.00 484.80 4350.00 498.49 0.00 0 · O0 4R4.80 7000. O0 502. O0 O. O0 O. O0 485.40 4350. O0 498.67 O. O0 0. O0 485.40 7000. O0 502.15 0. O0 0.00 485.80 4350.00 498.96 0.00 0.00 485.80 7000.00 502. ~6 ~: 0.00 O. O0 484. O0 6700. O0 498. 66 -~, O. O0 0.00 484.00 10500.00 501.94 - 0.00 0.00 483.70 6700.00 500.58 0.00 0.00 483.70 10500. O0 503.96 0.00 EG 10K*S VCH 497.44 37.83 6.92 501.19 33.78 7.58 497.73 29.77 7.25 501.46 27.84 7.76 498.46 7.34 3.67 502.05 5.70 l~t,. 3.79 498.67 13.19 502.19 8.02 ~o~14.69 498.92 11.78 ~ 5.5o 502.39 16.75 ~$~}.4 13.41 ',~ 4.87 502.47499.02 9.47 ~'~_ ~.0~ 502.55 6.65 I*.~3.64 500.31 67.45 ~ ~110.78 503.71 54.75 '~,~1.69 501.33 28.89 t&l 8.19 504.61~ 21.57~ AREA 969.80 1714.05 1316.50 2165.90 2952.09 4970.16 1396.57 2635.75 985.33 1911.93 1117.14 2085.32 1500.85 2422.24 736.36 1350.15 1127.63 1962.85 .01K 1089.37 1806.64 1228.02 1989.95 2472.18 4397.87 247~1~ 1063J0'2 2039.93 1187.84 2274.51 1560.07 2714.99 815.78 1419.08 1246.44 2260.83 22-SEP-92 15:05:57 PROPOSED GRAPEVINE CRRE SUMMARY PRINTOUT TABLE 150 SECNO Q 3.600 6700.00 3.600 10500.00 4.000 6700.00 4.000 10500.00 4.500 6700.00 4.500 10500.00 /~0.000 4350.00 70.000 7000.00 (~ t 80.000 4350.00 80.000 7000.00 i 90.000 4350.00 90.000 7000.00 /110.000 4350.00 110.000 7000.00 6.000 6700.00 6.000 10500.00 30130.000 6700.00 30130.000 10500.00 CWSEL 496.70 500.34 497.04 500.76 498.29 501.89 498.35 501.95~ 498.49 502.00 498.67 502.15 498.96 502.36 498.66 501.94 5oo.58~ 503.96 DIFWSP 0.00 3.64 0.00 3.71 0.00 3.61 0.00 3.60 0.00 3.51 0.00 3.48 0.00 3.40 0.00 3.27 0.00 3.38 DIFWSX 0.00 0.00 0.34 0.42 1.24 1.14 0.06 0.06 0.14 0.0,4 O. 18 0.15 0.29 0.22 -0.30 -0.43 1.91 2.03 DIFKWS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOI~/ID 104.87 280.81 172.55 280.36 548.37 570.85 325.28 350.00 199.40 300.00 235.15 300.00 235.56 286.00 92.71 279.65 154.39 339.12 XLCH 0.00 0.00 85.00 85.00 540.00 540.00 150.00 150.00 130.00 130.00 50.00 50.00 50. O0 50.00 200.00 200,00 190.00 190.00 PAGE 11 22-SEP-92 15:05:57 PAGE 12 SUMMARY OF ERRORS AND SPECIAL NOTES 22-SEP-92 15:06:08 EH~o2 RELEASE DATED NOV 76 UPDATED MAY 1984 R CORR - 01.02.03.04.05.06 MODIFICATION - 50.51.52.53.54.55,56 ************************************************** FORTRAN STOP THIS RUN EXECUTED PAGE 22-SEP-92 15:06:08 88888888888888888888888 Dlgl=al EqulDment Corpora=ion - VAXLVMS version V5.3-1 88888888888888888888888 999 000 666 222 222 4 4 4 4 888 9 9 0 0 6 2 2 2 2 4 4 4 4 8 8 9 9 0 O0 6 2 2 4 4 4 4 8 8 9999 0 0 0 6666 2 2 44444 44444 888 9 O0 0 6 6 2 2 4 4 8 8 9 0 0 6 6 2 2 4 4 8 8 999 000 666 22222 22222 4 4 888 ZZZZZZZZZZ ZZZZZZZZZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZZZZZZZZZ ZZZZZZZZZZ PPPPPPPP 222222 BBBBBBBB YY PPPPPPPP 222222 BBBBBBBB YY PP PP 22 22 BB BB YY PP PP 22 22 BB BB YY PP PP PP PP PPPPPPPP PPPPPPPP PP PP PP PP PP PP 22 BB BB YY YY 22 BB BB YY YY 22 BBBBBBBB YY 22 BBBBBBBB YY 22 BB BB YY 22 BB BB YY 22 BB BB YY 22 BB BB YY 2222222222 BBBBBBBB YY 2222222222 BBBBBBBB YY YY PPPPPPPP AAAAAA SSSSSSSS YY PPPPPPPP AAAAAA SSSSSSSS YY PP PP AA AA SS YY PP PP AA AA SS PP PP AA AA SS PP PP AA AA SS PPPPPPPP )~ AA SSSSSS PPPPPPPP AA AA SSSSSS PP AAAAAAAAAA SS PP AAAAAAAAAA SS PP AA AA SS PP AA AA SS PP AA AA SSSSSSSS PP AA AA SSSSSSSS 0OOO00 UU UU TTTTTTTTTT ;;;; 11 O00000 ~ UUTTTT~ ;;;; 11 O0 O0 UU UU TT ;;;; 1111 O0 OO UT/ UU TT ;;;; 1111 oo oo ~ m7 ~ ;;;; O0 O0 UU ;;;; 11 O0 O0 T~ UU TT ;;;; 11 O0 O0 UU UU TT ;;;; 11 .... O0 O0 UU T/O' TT ;; 11 .... O0 O0 TR3 UU TT ;; 11 .... 000000 ~ TT ;; 111111 .... 000000 ~ TT ;; 111111 File DUAl; [906224481; P2_BYPAS.OUT;1. (43.3j53..0), la_st r. evis.ed 9n ~2-SEP-1992 15:06& is.a. 60___bloc._k_spquentSal file. owe. ed ~eUIC ,ongem:[DEFAU~'T]'reco~:~eisre~3~d~t~e~l.variable length w~tn a txxea oontro~ size of 2 blrtes ana prxnc ~:~le (--) carriage control. J.ob Z ~2 BYPA~ ~117) queued to SYSSPRINT on 22-SEP-1992 15:07 by user 90622448, UIC [DEFAULT] under account at priority 100, s~arl~ un prxn;er_TXA0, on 22-SEP-1992 15=07 fro~ queue SYSSPRINT. ' 88888888888888888888888 Dtqlt&l ~cmXmk~n~ Cot~oretLon - V~JV~; version V5.3-1 888888888888888118888888 ~ ~888888~8888888888888888888~888888888~88888888B8888888888888B888888888888888888888888~8B8888888888888888 Jheck of festive dupllolte.'offeotlvl rsvlled existing proposed S~O~ NCWSJ:It I'I'WS}:I ~ SUII(:° WID. 4 SECNO NCWSELI FCWSEI.; SUHC.~ WID. 4. 8ECNO NCWSEI.s FCWSEI/ SUIIC.", WID. 4 SECNO,, , NCWSEI.s J'CWSEI.z SUIIC' WID. 4 r7~qOq?q,67qq~57 P,q / 323 ~75q0 qCq,~7P~P 0.91 ZT~ 27T~ qCq, b7 qq&5? 0.~0 ~7~70 qqq.?l 4¢~P0,77374 ~757o ~9~IqP~p~,7757~,~7F7o qgggz qg~&g 0,?~ ~ ~ 2.5 4%~[ q%,qT.~,S& II 0 '~'~ ~ 3,0 qeT,~z497,82 0, ~ I ~ . -- %0 qqq. q? s~./7'0.26 .1 ['.ommenls: I I~ yelr Inilurull Walt. r 511rial i' f.lt'~ alit,t, 2 ~ .('roa('hJ.rnl (tie. way) Wirer Suffice Elevation 3 - SurcbirKe Vnlue 4-Floldwly Width Water Surface Elevation Clleck eff®o lye duplloete.,'®ffeotlve, revleed ex ting 'lJfopoeed ~0 NCWS~:I? ~'CWSB:I ' 81s111' ' WID. 4 SECNO NCWBEL~ ~WBEI3 SUKC.~ WlO. 4. 8ECNO NCWBEI.~ FCWSEIJ SUllC." WID. 4 ~ECNO NCWSEI.* ~'CWSE:I,~ S~IIIC' .....WiD. ~ L -- ~ - / 10 Eol, e2~ ~oZz~ O, qg ~/e 7 Dt30'ffO2,1P ~.gJ0,7~ /~P ~130 ~.lg,~0~,93 0,75 127 301~ ~032q E03.70 [:ommenls: I I.uding 9ourt't': I', .jt't:t nume/Id~.ntiri;.r: Water Surface l,l:leYatioli (~lleclt ef~eollve I duplloltt ®fflotiv/ rlvllld txllllnll propolld NO NI'WSI I i tI'WSil: ~l~lll' ~ WlD. 4 SECNO NCWSEI FCWSEI?] SURC." WID. 4. SECNO NCW~Ei? FCWSEI? SUIt(' ' WID. 4 SECNO NCWSI:I.~ ~I~WSEI.z ~lllil' ' WILD. 4 IO0)'riirlniluriil)Wtil(., ~url.,;('llt'~;ll,,,,) '2 I',l~.riJ~i¢.li,lii. l~llfloodwlylWilerSurl'nceE.lev~lion 3.~urcbargcViluc 4-Fleedwl y Width Water Surface Elevation Check tfflO~lve dupllolte,'efflotlvt rtVllid exlltlflg p~'opol®d NO NCWS~:I~ ~'('WSI;I ~ 51111(' ' WlO. 4 SECNO NCWSELj FCWSEI? SUIIC.:t WID. 4. SECNO NCWSEI? FCWSEI? SUI{(~.ll WIDi 4 SECNO NCWSEI.~ )'CWSI:I? 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