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HomeMy WebLinkAbout17 Development Permit 247 University Commons1**~***************************************** *************************************** * HEC-2 WATER SURFACE PROFILES * CORPS OF ENGINEERS * *U.S. ARMY * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITED * * * * DA VIS, CALIFORNIA 95616-4687 * * RUN DATE 06SEP94 TIME 23:48:10 * * (916) 756-1104 * ******************************************** *************************************** x x xxxxxxx xxxxx xxxxx x xx x x x x x xx x x xxxxxxx xxxx x xxxxx xxxxx x xx x x x xx x x x x x xxxxxxx xxxxx xxxxxxx 1 06SEP94 23:48:10 PAGE 1 THIS RUN EXECUTED 06SEP94 23:48:10 ************************************* HEC-2 WATER SURF ACE PROFILES Version 4.6 .2; May 1991 ************************************* Tl HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES T2 EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--NDMCE-RERUN MAY 1990 T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL CONDffiONS J1 !CHECK INQ NINV IDIR STRT METRIC HVINS Q 0 2 0 0 .001799 0 0 0 247.44 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN !TRACE ALLDC IBW 1 0 -1 0 0 0 -1 0 0 0 WSEL FQ CHNIM J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 200 J6 IHLEQ ICOPY SUB DIV STRTDS RMILE 1 QT 2 5740 5740 NC 0.09 .075 0.06 0.1 0.3 ET 0 9.4 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE Xl 26.30 17 1153 1185 0 0 0 GR 250.0 1000 248.0 1030 246.0 1070 244.0 1100 242.0 1145 GR 240.0 1153 236.0 1156 235 .0 1158 235.0 1168 236.0 1173 GR 238.0 1180 240.0 1185 242 .0 1190 244.0 1350 246.0 1780 GR 248.0 1840 250.0 1875 Xl 37.30 16 1535 1570 580 540 1100 GR 250.0 1000 248.0 1165 246.0 1245 244.0 1325 242.0 1535 GR 240.0 1545 238.0 1550 237.0 1553 238.0 1562 240.0 1570 GR 242.0 1675 244.0 1700 246.0 1720 248.0 1740 250.0 1780 GR 260.0 1900 Xl 45 .60 16 1302 1335 700 500 830 GR 250.0 650 250.0 1018 248.0 1030 246.0 1060 244.0 1285 GR 242.0 1297 240.0 1302 238.0 1312 237.5 1322 238.0 1330 GR 240.0 1335 246 .0 1380 250 .0 1430 252.0 1460 254.0 1500 GR 256.0 1555 1 06SEP94 23:48:10 PAGE 2 Xl 49.20 17 1305 1335 150 300 360 GR 250.0 600 250 .0 1015 246.0 1045 246.0 1260 244 .0 1300 GR 242.0 1305 240.0 1310 238.0 1312 237.7 1316 238 .0 1320 GR 240.0 1323 242.0 1335 244.0 1350 246.0 1370 248.0 1400 GR 250.0 1410 254.0 1440 NC .075 .075 .060 Xl 55.00 14 1527 1565 460 300 580 GR 254.0 1000 252.0 1050 250.0 1085 248.0 1200 248 .0 1425 GR 246.0 1527 244.0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248 .0 1795 250.0 1835 252.0 1870 QT 2 5610 5610 Xl 61.00 11 1630 1670 300 420 600 GR 254.0 1000 252.0 1060 250.0 1240 248.0 1280 246 .0 1630 GR 240.0 1650 246.0 1670 248.0 1740 250.0 1750 254 .0 1810 GR 256 .0 1860 NC .065 ET Xl 69.00 GR 270.0 GR 258.0 GR 245.0 GR 260.0 .065 0 19 1000 1790 2005 2430 .060 7.1 1960 266.0 256.0 250.0 260.0 .3 2020 1100 1940 2020 2560 .5 550 264.0 250.0 254.0 260.0 1940 520 1300 1960 2040 2665 2040 800 262.0 248 .0 260.0 266.0 ET 0 7.11 1700 1742 WEST LANE, U/S IS MOST RESTRICTIVE (4-10' X 8') W'X H' ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE Xl 70.00 12 1700 1742 100 100 100 1560 1968 2040 2850 260.0 246.0 260.0 1675 1990 2050 GR 270.0 1000 268.0 1095 266 .0 1190 264.0 1450 263.85 1700 GR 246.11 1700 246.11 1742 263.85 1742 264.0 2600 266.0 2695 GR 268.0 2780 270.0 2870 NC SB 1.25 ET Xl 73.70 X2 BT 10 BT 1450 BT 264.0 BT 0 .015 1.5 2.9 0 42 2 320 0 247.32 246.11 0 7.11 1700 1742 370 370 370 1.21 1 255.32 263.85 1000 270.0 0 1095 268.0 0 1190 266.0 0 264.0 0 1700 263.85 0 1742 263 .85 0 2600 0 2695 266.0 0 2780 268. 0 0 2870 270.0 NC .070 .070 .060 ET 0 7.1 1425 1765 SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE Xl 75.10 18 1600 1630 100 150 140 GR 270.0 1000 270.0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260.0 1470 258.0 1525 252.0 1590 250.0 1600 245.93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252.0 1635 254.0 1640 GR 254.0 1765 270.0 1765 270.0 2260 1 06SEP94 23:48:10 PAGE 3 NC .1 .3 ET 0 10.4 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING Xl 77.70 22 1529 1570 190 310 260 GR 270.00 1000 263.31 1000 264.03 1149 258.23 1249 257 .63 1287 GR 258.00 1299 256.00 1349 254.70 1449 254.50 1503 252.50 1529 GR 246.30 1534 243.25 1549 246.61 1564 254.01 1570 257.71 1623 GR 257.35 1649 257.25 1722 256.45 1749 256.55 1849 262.46 1883 GR 263.34 1907 270 .0 1907 NC .075 .075 .065 SECTION CUTOFF AT HOLLEMAN R.O .W . AND LOWE'S BUILDING Xl 80.80 15 1315 1355 320 230 310 GR 270.00 1000 263.4 1000 262.0 1080 260.0 1210 258.0 1290 GR 254.0 1315 248.0 1325 246.39 1330 246.39 1340 254.0 1355 GR 256.0 1580 260.0 1660 262.0 1850 270.0 1850 270.0 2160 SECTION CUTOFF AT HOLLEMAN R.O.W. Xl 83.60 13 1360 1395 270 160 280 GR 270.00 1000 263.4 1000 260.0 1180 258.0 1270 256 . 0 1285 GR 254.0 1360 246.37 1370 254.0 1395 256.0 1400 260.0 1560 GR 262.0 1700 264.0 1760 270.0 1760 SECTION CUTOFF AT HOLLEMAN R.O.W. Xl 85.55 13 1410 1455 200 270 195 GR 270.00 1000 263.6 1000 258 .0 1290 256.0 1315 254.0 1410 GR 252.0 1420 246.64 1430 252.0 1435 254.0 1440 258.0 1455 GR 260.0 1480 262.0 1515 270.0 1795 SECTION CUTOFF AT HOLLEMAN R.O .W. Xl 88.15 12 1400 1445 280 230 260 GR 270.00 1000 263 .6 1140 262.0 1270 260.0 1330 256.0 1400 GR 254.0 1430 246.61 1440 254 .0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270.0 1670 SECTION CUTOFF AT SEARS SERVICE CENTER Xl 91.90 14 1660 1705 450 200 375 GR 270.00 1470 266.0 1470 264.0 1540 262.0 1565 260.0 1600 GR 258.0 1625 256.0 1660 254.0 1670 247.49 1675 254.0 1680 GR 256.0 1705 258.0 1780 260.0 1815 270.0 1965 SECTION CUTOFF AT SEARS SERVICE CENTER -ADD Q FROM UNIV. COMM. Xl 95.00 16 1181 1211 170 350 310 GR 266.01 1000 264.56 1057 263.16 1107 262 .36 1157 262.36 1181 GR 253.06 1190 251.96 1207 256.94 1211 257.94 1257 259.44 1357 GR 259.84 1389 268.82 1457 270.32 1507 277.65 1607 282.35 1699 GR 280.36 1780 1 06SEP94 23:48:10 PAGE 4 QT 2 5515 5515 Xl 98.55 13 1670 1695 360 170 355 GR 269.35 1140 266.0 1240 264 .0 1340 262.0 1420 260.0 1500 GR 258.0 1595 256.0 1620 254.0 1670 252.58 1675 260.0 1695 GR 262.0 1770 268.0 1955 270.0 1990 Xl 103.00 15 1515 1540 150 600 445 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1450 260.0 1480 GR 258.0 1515 256.0 1535 254.0 1540 253.84 1542 254.0 1545 GR 258.0 1590 260.0 1650 262.0 1660 264.0 1760 270.0 1885 QT 2 5630 5630 Xl 108 .10 17 1330 1365 500 220 510 GR 272.0 1000 270.0 1035 268 .0 1080 267.5 1180 267.5 1250 GR 259.1 1290 258 .0 1330 254 .76 1342 256.0 1355 258.0 1365 GR 260.0 1390 262.0 1420 264.0 1470 266.0 1575 268.0 1650 GR 270.0 1765 272.0 1800 NC .065 .065 Xl 112.00 11 1510 1610 360 320 390 GR 272.0 1000 270.0 1130 268.0 1170 266.7 1420 266.7 1490 GR 263.50 1510 254.00 1540 254.00 1580 263.5 1610 270.0 1815 GR 272.0 1850 NC .3 .5 Xl 112 .90 12 1480 1600 100 250 90 GR 272.0 1000 270.0 1100 268.0 1170 266.67 1380 266.67 1450 GR 265.0 1480 254.00 1510 254.00 1570 265.0 1600 269.7 1710 GR 269.7 1790 272.0 1820 ET 0 7.11 1310 1480 Xl 113.90 12 1418 1460 100 100 100 GR 271.21 1000 270.4 1140 269 .8 6 1240 269.32 1340 269.04 1418 GR 254.19 1418 254.19 1460 269 .04 1460 270.11 1500 271.00 1600 GR 271.49 1700 272.12 1800 NC .015 SB 1.25 1.50 2.9 0 42 2 400 0 255.34 254.19 ET 0 7.11 1310 1480 Xl 116.20 230 230 230 1.15 X2 1 265.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 1240 269.86 0 BT 1340 269.32 0 1418 269.04 0 1460 269.04 0 1500 BT 270.11 0 1600 271.00 0 1700 271.49 0 1800 272.12 BT 0 NC .075 .075 .055 ET 0 9.4 Xl 116.70 15 1495 1587 50 50 50 GR 272.06 1000 271.48 1100 270.94 1200 270.4 1300 269.86 1385 GR 269.68 1445 264.0 1495 255 .34 1520 255 .34 1562 264.0 1587 GR 271.0 1650 271.24 1750 271.87 1850 272.5 1950 272.82 2050 1 06SEP94 23:48:10 PAGE 5 QT 2 5763 5763 NC .1 .3 Xl 119.20 9 1300 1337 250 250 250 GR 271.48 1000 264.0 1030 262.0 1290 260.0 1300 256.12 1310 GR 260.0 1337 264.0 1380 268.0 1465 272.5 1510 Xl 124.00 12 1300 1330 580 300 480 GR 276.0 1000 274.0 1070 274.0 1190 270.0 1190 264 .0 1215 GR 264.0 1250 264.4 1300 256.42 1310 264.4 1330 266.0 1410 GR 270.0 1490 273.13 1820 Xl 126.00 15 1470 1500 240 180 200 GR 278.0 1000 276.0 1040 274.0 1140 275.0 1265 270.0 1265 GR 268 .0 1285 266 .0 1455 264 .0 1470 262.0 GR 262.0 1495 264.0 1500 270.0 1525 272.0 NC .090 .090 .075 ET 0 8.4 Xl 130.90 12 1050 1080 500 370 490 GR 278.0 1000 278.0 1030 276.0 1050 260.0 GR 266 .0 1110 268.0 1370 270.0 1390 272.0 GR 276.0 1970 277.0 2030 Xl 135.60 GR 280.0 GR 272.0 GR 266.0 GR 276.0 17 1575 1620 340 1000 278 .0 1010 276.0 1515 270.0 1540 268 .0 1620 268.0 1670 270 .0 2160 277.0 2220 QT 2 4444 4444 300 1020 1550 1680 470 276.0 266.0 272.0 Xl 145.60 10 1600 1640 410 450 1000 1480 257.78 1620 273.13 1070 264.0 1500 274.0 1270 274.0 1575 263.14 1790 274 .0 1488 1840 1080 1790 1460 1590 1980 GR 278.0 1000 276.0 1170 274.0 1290 272.0 1510 270.0 1600 GR 266.0 1615 265.95 1624 266.0 1628 270.0 1640 280.0 1760 Xl 156.40 GR 283.24 GR 270.0 GR 276.0 13 1135 1190 520 600 1080 1120 283 .24 1120 283.24 1120 274.0 1150 267.52 1155 270.0 1175 272.0 1330 278.0 1370 280.0 1480 QT 2 4564 4564 ET 0 5.4 Xl 160.20 15 1360 1400 250 220 380 GR 282.0 1000 280.0 1065 278.0 1080 276.0 GR 274.0 1290 272.0 1360 270.0 1365 266.79 GR 274.0 1400 276.0 1420 278.0 1470 280.0 Xl 163.00 14 1460 1492 350 240 280 GR 284.0 1230 280.0 1230 280.0 1245 278.0 GR 270.0 1475 268.98 1480 270 .0 1485 272 .0 GR 276.0 1600 278.0 1665 280.0 1690 284 .0 1 06SEP94 23:48:10 QT 2 3969 3969 Xl 171.80 11 1385 1415 GR 286.0 1340 284.09 1340 GR 280.0 1415 282 .0 1430 GR 290.0 1730 ET Xl 175.30 GR 286.8 GR 270.72 GR 290.0 0 2.4 13 1310 1000 284.0 1330 280.0 1540 290.0 1350 1150 1350 1565 400 480 850 284.09 1340 276.0 284.0 1520 286.0 330 282.0 282.0 290.0 420 350 1240 280.0 1360 284.0 1640 1135 272.0 1190 274 .0 1130 276.0 1375 270.0 1555 282.0 1300 276.0 1492 274.0 1745 PAGE 6 1385 271.0 1570 288 .0 1290 1380 278.0 290 .0 1145 1260 1240 1385 1610 1460 1515 1400 1690 1310 1380 QT 2 3900 3900 NC .3 .5 Xl 179.40 13 1110 1160 310 410 410 GR 286.6 1000 286 .0 1010 284 .0 1083 282.0 1095 280 .0 1110 GR 273.16 1130 280 .0 1160 282.0 1170 284.0 1190 284.0 1215 GR 290.0 1340 290.0 1385 290.0 1460 ET 0 7.11 1100 1340 Xl 180.40 11 1235 1266.3 160 60 100 GR 290.0 800 289.4 1000 286.6 1235 273.01 1235 273.01 1266.3 GR 286.5 1266.3 286.0 1410 286.0 1500 286.4 1590 287.2 1625 GR 290.5 1640 NC .015 SB 1.25 1.5 2.9 0 31.3 1.3 300 0 273.01 273.01 ET 0 7.11 1100 1340 Xl 181.12 112 112 112 X2 1 283.01 286 .6 BT 9 800 290.0 0 1000 286.6 0 1235 286.75 0 BT 1266.3 286.75 0 1410 286.6 0 1500 286.6 0 1590 BT 286.8 0 1625 287.2 0 1640 290.5 0 NC .065 .065 .055 .1 .3 ET 0 5.4 Xl 186.00 11 1185 1270 100 100 100 GR 290.0 800 289.4 1000 286.6 1150 286.0 1185 273.8 1207 GR 273.8 1215 284.0 1250 286 .0 1270 288.0 1300 288.0 1555 GR 290.0 1620 Xl 189.00 12 1370 1435 260 390 300 GR 295.0 1000 295.0 1310 288.0 1310 286.0 1370 276.3 1400 GR 276.3 1403 288.0 1435 290.0 1470 292.0 1545 294.0 1660 GR 298.0 1840 300.0 1880 Xl 191.50 8 1425 1490 150 270 250 GR 290.0 1060 288.0 1370 286.0 1425 276.75 1462 286.0 1490 GR 288.0 1500 290.0 1510 300.0 1765 1 06SEP94 23:48:10 PAGE 7 QT 2 3855 3855 Xl 194.30 13 1235 1280 230 200 280 GR 295.0 1175 288.0 1185 286.0 1235 277.5 1258 277.5 1262 GR 284.0 1280 286.0 1355 290.0 1395 292.0 1435 294.0 1490 GR 296.0 1530 298.0 1585 300.0 1610 NC .075 Xl 197.00 12 1252 1297 275 320 270 GR 295.0 1210 289.0 1210 288.0 1240 286.0 1252 278.1 1275 GR 286.0 1297 288.0 1320 290.0 1345 294.0 1410 296.0 1490 GR 298.0 1570 300.0 1610 Xl 199 .00 12 1292 1380 200 150 200 GR 295.0 1260 288.0 1260 280.0 1311 279.0 1315 280 .0 1322 GR 286.0 1340 288.0 1355 290.0 1380 292.0 1500 296.0 1560 GR 298.0 1620 300.0 1690 NC .085 .085 .050 QT 2 1536 1536 Xl 201.00 13 1290 1350 380 130 200 GR 300.0 1160 293.5 1170 292.0 1230 290.0 1255 286.0 1275 GR 284.0 1290 280.5 1320 282.0 1330 284.0 1350 290.0 1380 GR 296.0 1470 298.0 1610 300.0 1655 Xl 203.00 10 1230 1290 150 230 200 GR 300.0 1140 293.5 1150 292.0 1170 286.0 1230 282.0 1260 GR 286.0 1290 296 .0 1380 298.0 1415 300.0 1455 302.0 1520 Xl 207 .00 12 1355 1375 320 410 400 GR 300.0 1000 298.0 1015 296.0 1100 296.0 1285 294 .0 1285 GR 288.0 1355 286.1 1370 286 .0 1375 294.0 1410 296 .2 1410 GR 298.0 1792 300.0 1800 Xl 209.00 14 1198 1215 180 130 225 GR 300.0 1000 298.0 1080 294.0 1140 292.0 1160 290 .0 1180 GR 288.0 1198 287.0 1205 288.0 1215 290.0 1225 294.0 1250 GR 296.0 1275 298.0 1300 298.0 1380 300.0 1390 Xl 210.80 10 1185 1210 170 140 180 GR 304.0 1000 300.0 1140 298.0 1158 296.0 1168 290.0 1185 GR 287.5 1195 290.0 1210 296.0 1233 300.0 1250 302.0 1400 NC .3 .5 ET 0 2.4 Xl 213.30 10 1250 1265 250 240 250 GR 306.0 1000 304.0 1061 302.0 1140 300.0 1180 298 .0 1197 GR 290.0 1250 289.0 1255 290.0 1265 300.0 1265 300.8 1430 1 06SEP94 23:48:10 PAGE 8 Xl 215.30 12 1295 1310 150 180 200 GR 310.0 1000 308.0 1060 306.0 1100 304.0 1190 300.0 1265 GR 294.0 1295 291.0 1308 294.0 1310 298 .0 1345 300.0 1360 GR 300.7 1380 300.8 1580 ET 0 7.11 1070 1210 Xl 215.90 18 1101.9 1114.1 90 30 60 GR 308.1 820 308 .0 830 304.0 1000 302.0 1070 298.0 1086 GR 290.96 1101.9 290.96 1102 290 .96 1102.8 290 .96 1105 290.96 1108 GR 290.96 1111 290.96 1113 .2 290 .96 1114 290.96 1114.1 298.0 1129 GR 300.6 1175 300.6 1210 320.0 1210.1 NC .024 SB 1.25 1.5 2.9 0 8.5 0 55 0 290.96 290.96 ET Xl 216.30 X2 BT 18 BT 1070 BT 300.6 BT 0 BT 1114.1 BT 300.6 0 7 .11 1070 1210 40 40 40 1 297.46 300.60 820 308.1 0 830 308 .0 0 1000 304.0 302.0 0 1086 301.3 0 1101.9 300.6 0 0 1102.8 300.6 0 1105 300.6 0 1108 1111 300.6 0 1113.2 300.6 0 1114 300.6 300.6 0 1129 300.6 0 1175 300.6 0 0 1210.1 320.0 0 0 1102 300.6 0 1210 NC .050 .050 .045 ET 0 2.4 Xl 216.50 GR 308.1 GR 300.0 GR 300.0 Xl 219.20 GR 307.0 GR 294.0 GR 306.0 NC Xl 221.10 GR 305.9 GR 296.2 GR 304.0 Xl 223.20 GR 306.0 GR 300.0 1 13 1315 1345 1000 308.0 1055 1300 298.0 1315 1380 300.0 1395 13 1225 1255 1000 306.0 1055 1240 296 .0 1250 1380 308 .0 1395 .1 .3 14 1150 1210 1000 306.0 1030 1175 296 .2 1185 1230 306.0 1245 9 1085 1120 1000 304.0 1055 1115 302.0 1120 06SEP94 23:48:10 20 20 20 306 .0 1135 304.0 292.5 1330 292.5 320.0 1395 230 290 270 304.0 1190 302.0 298.0 1255 300.0 310.0 1420 300 306.0 298.0 308.0 170 302 .0 308.0 300 190 1085 304.0 1195 300.0 1265 310.0 210 210 1085 300.0 1150 310.0 1190 1338 1205 1275 1150 1200 1290 1090 1170 302.0 298.0 298.0 302.0 300.0 302.0 297 .0 PAGE 9 1225 1345 1225 1340 1170 1210 1100 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC !CONT CORAR TOPWID ENDST *PROF 1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= .300 *SECNO 26 .300 BEGIN WOLF PEN CREEK 2630 Ff. U/S OF CARTERS CREEK CONFLUENCE 26.300 12.47 247.47 245 .48 247.44 247.62 .15 .00 .00 240.00 5740.0 615 .2 1733.7 3391.1 349.0 35 2 .7 1844.5 .0 .0 240 .00 .00 1.76 4.92 1.84 .090 .060 .075 .000 235.00 1040.52 .001810 0. 0. 0 . 0 9 3 .00 783.69 1824.21 *SECNO 37.300 37.300 11.46 248.46 244 .39 .00 248.54 .08 .91 .01 242.00 5740.0 2300.5 1143.8 2295.8 1546.6 328.9 1019 .3 39.0 9.4 240.00 .09 1.49 3.48 2.25 .090 .060 .075 .000 237.00 1127.52 .001034 580 . 1100. 540. 2 14 0 .00 621.57 1749.09 *SECNO 45.600 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 45.600 11.89 249 .39 246.88 .00 249.65 .26 1.05 .05 240.00 5740.0 2556.6 2144.2 1039 .2 1183 .7 365.4 359 .3 75.4 17.1 240.00 .14 2.16 5.87 2.89 .090 .060 .075 .000 237.50 1021.66 .002332 700. 830 . 500. 2 14 0 .00 400.71 1422.37 *SECNO 49.200 3280 CROSS SECTION 49 .20 EXTENDED .06 FEET 49.200 12.36 250.06 248.01 .00 250.33 .28 .68 .01 242.00 5740 .0 2821.8 1929.2 989.0 1194.2 306.9 309.2 84 .6 19.6 242.00 .16 2.36 6.29 3.20 .090 .060 .075 .000 237.70 600.00 .003163 150. 360. 300. 2 9 0 .00 810.42 1410.42 1 06SEP94 23:48:10 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EL MIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC I CONT CORAR TOPWID ENDST *SECNO 55.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 55.000 12 .18 251.18 248 .98 .00 251.27 .10 .92 .02 246 .00 5740.0 2359.9 1351.4 2028.8 1402.6 342 .2 1059.5 107.4 27.5 246.00 .21 1.68 3.95 1.91 .075 .060 .075 .000 239.00 1064.43 .001499 460. 580. 300 . 2 13 0 .00 791.14 1855.57 *SECNO 61.000 61.000 11.74 251.74 248.87 .00 251.83 .09 .56 .00 246.00 5610.0 3595.6 1291.3 723 .2 1903.3 349 .5 381.6 130.5 33.4 246.00 .26 1.89 3 .69 1.90 .075 .060 .075 .001310 300 . 600. 420. 2 13 0 CCHV= .300 CEHV= .500 *SECNO 69.000 3301 HY CHANGED MORE THAN HVINS .000 240.00 1083.66 .00 692.40 1776.06 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .26 69.000 9.10 254 .10 253.56 .00 256 .36 2.26 3.45 1.08 250.00 5610.0 137.7 5259.9 212.4 28.0 424.9 42.0 152.3 38.6 250.00 .28 4.92 12.38 5.06 .065 .060 .065 .000 245 .00 1946.34 .018855 550 . 800 . 520 . 2 19 0 .00 93 .66 2040.00 *SECNO 70.000 3301 HY CHANGED MORE THAN HYINS WEST LANE, U/S IS MOST RESTRICTIVE (4-10' X 8') W'X H' ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE 70.000 9.8 1 255.92 254.29 .00 258.80 2.88 2.13 .31 263.85 5610.0 .0 5610.0 .0 .0 412.0 .0 153 .3 38.8 263.85 .28 .00 13.62 .00 .000 .060 .000 .000 246.11 1700.00 .024001 100. 100. 100. 2 11 0 .00 42.00 1742.00 1 06SEP94 23 :48:10 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE 5227 DOWNS1REAM ELEV IS 253 .03 , NOT 255.92 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD SB XK 1.25 1.50 2.90 .00 42.00 2 .00 320.00 .00 247.32 246.11 *SECNO 73.700 3301 HY CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 6.93 PRESSURE FLOW EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 263.08 260.34 .00 0 . 5610. 320. 320. 255.32 263.85 0. 73.700 14.42 261.74 .00 .00 263 .08 1.33 4 .28 .00 265.06 5610.0 .0 5610.0 .0 .0 605.8 .0 157 .6 39.1 265 .06 .29 .00 9.26 .00 .000 .015 .000 .000 247.32 1700.00 .000500 370. 370. 370. 3 0 0 .00 42.00 1742.00 *SECNO 75 .100 3301 HY CHANGED MORE THAN HVINS SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE 75.100 17.51 263.44 256.26 .00 263.51 .0 8 .06 .38 250.00 5610.0 1661.7 1540.4 2407 .9 1049.3 498.6 1294.2 162.9 39.7 250.00 .31 1.58 3.09 1.86 .070 .060 .070 .000 245.93 1425.00 .000414 100. 140 . 150 . 2 14 0 .00 340 .00 1765.00 CCHV= .100 CEHV= .300 *SECNO 77.700 3265 DIVIDED FLOW 1 06SEP94 23:48:10 SECNO DEPTH CWSEL CRIWS WSELK EG HY ELEV PAGE 12 HL GLOSS L-BANK Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCECHANGEOUTSIDEOFACCEPTABLERANGE, KRATIO = 1.65 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING 77.700 20 .30 263.55 256.40 .00 263.58 .02 .06 .01 252.50 5610.0 2399.4 1309.5 1901.1 2426.3 711.3 2060 .8 186.0 42.9 254.01 .37 .99 1.84 .92 .070 .060 .070 .000 243.25 1000.00 .000153 190. 260. 310. 0 20 0 .00 800.37 1907.00 *SECNO 80.800 SECTION CUTOFF AT HOLLEMAN R.O .W. AND LOWE'S BUILDING 80.800 17 .22 263 .61 257.15 .00 263.64 .03 .06 .00 254.00 5610.0 825.7 1264 .7 3519 .6 969.9 581.4 2880 .0 216.1 48.1 254.00 .42 .85 2.18 1.22 .075 .065 .075 .000 246.39 1000.00 .000287 320. 310. 230. 2 12 0 .00 850.00 1850.00 *SECNO 83.600 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 SECTION CUTOFF AT HOLLEMAN R.O .W . 83.600 17.31 263.68 258 .62 .00 263.74 .06 .09 .01 254.00 5610.0 2349.9 1402.0 1858.0 1528.4 472.3 1369.4 235.0 52.0 254.00 .46 1.54 2.97 1.36 .075 .065 .075 .000 246.37 1000.00 .000600 270 . 280. 160. 2 14 0 .00 750.37 1750.37 *SECNO 85.550 SECTION CUTOFF AT HOLLEMAN R .O.W . 85.550 17 .18 263 .82 258.42 .00 263.91 .09 .16 .01 254.00 5610.0 3641.2 1608 .9 359.9 1885.4 497.2 277.5 250.1 55.4 258 .00 .48 1.93 3.24 1.30 .075 .065 .075 .000 246.64 1000.00 .000931 200. 195. 270 . 2 18 0 .00 578.80 1578.80 *SECNO 88.150 SECTION CUTOFF AT HOLLEMAN R.O.W. 88.150 17.47 264.08 258.86 .00 264.21 .13 .28 .01 256.00 5610.0 1417 .9 1731.0 2461.1 779.4 479.0 912.1 264.8 58 .6 254.00 .51 1.82 3.61 2.70 .075 .065 .075 .000 246.61 1129.50 .001274 280 . 260. 230. 2 14 0 .00 466.51 1596.00 1 06SEP94 23 :48:10 PAGE 13 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC !CONT CORAR TOPWID ENDST *SECNO 91.900 SECTION CUTOFF AT SEARS SERVICE CENTER 91.900 17.03 264.52 260.02 .00 264.66 .15 .45 .01 256.00 5610.0 1387.9 1853.4 2368.6 566 .6 470.8 909.7 280 .0 61.8 256.00 .54 2.45 3.94 2.60 .075 .065 .075 .000 247.49 1521.94 .001559 450. 375. 200. 2 14 0 .00 360.80 1882.74 *SECNO 95.000 SECTION CUTOFF AT SEARS SERVICE CENTER -ADD Q FROM UNIV . COMM. 95.000 13.10 265.06 261.19 .00 265 .23 .18 .56 .01 262.36 5610.0 353.5 1425.3 3831.1 244.0 321.8 1263.0 293.1 64.2 256.94 .56 1.45 4.43 3.03 .075 .065 .075 .000 251.96 1037.55 .002051 170. 310. 350. 2 11 0 .00 390.94 1428.49 *SECNO 98.550 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.51 98.550 12 .94 265.52 260.23 .00 265.59 .07 .34 .01 254.00 5515 .0 4080.2 731.1 703.7 1978.2 245.7 529.5 308.1 67.5 260.00 .60 2.06 2.98 1.33 .075 .065 .075 .000 252.58 1264.14 .000871 360. 355 . 170. 2 14 0 .00 614.31 1878.45 *SECNO 103.000 103.000 12 .04 265.88 261.03 .00 265.98 .10 .38 .01 258.00 5515.0 1427 .3 827.0 3260.7 791.1 231.9 1289.6 327.9 72.0 254.00 .64 1.80 3.57 2.53 .075 .065 .075 .000 253.84 1246.23 .001281 150. 445. 600. 2 11 0 .00 552.84 1799.07 *SECNO 108.100 3302 WARNING: CONVEYANCECHANGEOUTSIDEOFACCEPTABLERANGE, KRATIO = .68 108.100 11.70 266.46 262.85 .00 266.75 .29 .71 .06 258.00 5630.0 1654.0 2054.4 1921.6 445.1 359.5 679.9 343.4 75.5 258.00 .67 3.72 5.71 2.83 .075 .065 .075 .000 254.76 1254.97 .002872 500. 510. 220 . 2 20 0 .00 337 .17 1592.14 1 06SEP94 23:48: 10 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC !CONT CORAR TOPWID ENDST *SECNO 112.000 112.000 13.32 267.32 260.99 .00 267.66 5630.0 128.3 5132.5 369.2 124.2 1046 .7 .69 1.03 4.90 1.61 .065 .065 .065 . 002088 360 . 390 . 320. CCHV= .300 CEHV= .500 *SECNO 112.900 2 14 112.900 13.59 267.59 259.88 .00 267.85 5630.0 154.3 5394.7 80.9 184 .9 1301.3 0 .69 .83 4.15 1.03 .065 .065 .065 .001429 100 . 90. 250 . 2 14 0 *SECNO 113.900 3301 HY CHANGED MORE THAN HVINS .34 .90 .02 263.50 229.8 355.4 78.6 263.50 .000 254.00 1301.32 .00 429.07 1730.39 .26 .16 .03 265.00 78 .8 359.0 79.8 265.00 .000 254.00 1234.05 .00 426.67 1660.72 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO= .34 113.900 13.14 267 .33 262 .39 .00 268.95 1.61 .42 .68 269.04 5630.0 .0 5630.0 .0 .0 552.1 .0 361.5 80.4 269.04 .70 .00 10.20 .00 .000 .065 .000 .000 254.19 1418.00 .012262 100 . 100. 100. 2 14 0 .00 42 .00 1460.00 SPECIAL BRIDGE SB XK 1.25 XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.50 2.90 .00 42.00 2 .00 400.00 .00 255.34 254.19 *SECNO 116.200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.57 PRF.SSURE AND WEIR FLOW, Weir Submergence Based on 1RAPEZOIDAL Shape 1 06SEP94 23:48:10 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HY GLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST EGPRS EGL WC H3 QWEIR QPR BAREA 1RAPEZOID ELLC WEIRLN AREA 271.95 269.52 . 36 980. 4659. 400. 400 . 265.34 269.04 419 . 116.200 13.66 269.00 .00 .00 270.49 1.50 1.55 .00 270.19 5630.0 .0 5630.0 .0 .0 573.7 .0 364.4 80.6 270 .19 .70 .00 9 .81 .00 .000 .015 .000 .000 255.34 1418.00 . 000586 230. 230 . 230. 3 0 0 .00 42 .00 1460.00 *SECNO 116.700 3301 HY CHANGED MORE THAN HVINS 116.700 15.31 270.65 262.30 .00 270 .90 .25 .04 .37 264.00 5630.0 312.2 5063.2 254.6 293.5 1192.1 199.1 365.7 80.8 264.00 .71 1.06 4.25 1.28 .075 .055 .075 .000 255.34 1253.52 .000846 50. 50. 50. 2 8 0 .00 393.34 1646.86 CCHV= .100 CEHV= .300 *SECNO 119.200 ELTRD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 119 .200 14.88 271.00 264.96 .00 271.05 .05 .12 .02 260.00 5763.0 3345.0 1314.3 1103.7 2276 .9 478 .6 856.3 380.9 83.4 260.00 .75 1.47 2 .75 1.29 .075 .055 .075 .000 256.12 1001.94 .000353 250. 250. 250. 2 14 0 .00 493.01 1494.95 *SECNO 124.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .44 1 124.000 14.86 271.28 267.67 .00 271.48 5763 .0 2148.8 1695.9 1918.3 714.4 325.7 .79 3 .01 5.21 2.31 .075 .055 .075 .001849 580. 480. 300. 0 13 0 06SEP94 23:48:10 .20 .39 .05 264.40 831.3 411.1 88 .0 264.40 .000 256.42 1190 .00 .00 433.58 1623.58 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 126.000 126.000 13.93 271.71 269.61 .00 272.10 .39 .57 .06 264.00 5763 .0 3142.6 2170.3 450.1 955 .9 308.0 187.4 419.2 89.9 264.00 .80 3.29 7.05 2.40 .075 .055 .075 .000 257.78 1265.00 .003433 240. 200. 180. 2 14 0 .00 341.32 1606.32 *SECNO 130.900 130 .900 13.12 273.12 269.10 .00 273.21 .09 1.08 .03 276.00 5763.0 .0 691.8 5071.2 .0 218.8 2242 .6 438.0 94.3 264.00 .85 .00 3.16 2.26 .000 .075 .090 .000 260.00 1053.60 .001942 500 . 490. 370 . 2 21 0 .00 609.12 1662.72 *SECNO 135.600 135.600 10.88 274.02 270.76 .00 274.28 5763.0 1032.5 2336.8 2393.7 357.5 425.3 .88 2.89 5.49 2.58 .090 .075 .090 .003894 340. 470 . 300. 2 14 0 *SECNO 145.600 145.600 10.20 276.15 273 .64 .00 276.28 4444 .0 2549.2 1491.1 403 .7 1296.1 352.4 .94 1.97 4.23 1.78 .090 .075 .090 .002605 410. 1000. 450. 2 16 0 *SECNO 156.400 .26 1.02 .05 266.00 927.6 453 .8 98.4 266.00 .000 263.14 1457.99 .00 523.91 1981.90 .13 1.99 .01 270.00 227 .0 476.5 104.2 270.00 .000 265.95 1157.12 .00 556.69 1713.82 156.400 11.11 278.63 275 .61 .00 278.91 .28 2.58 .04 274.00 4444.0 29.2 2344.5 2070.3 17.4 455 .8 724.7 500.9 110.1 272 .00 1.00 1.67 5.14 2.86 .090 .075 .090 .000 267.52 1127.48 .004161 520. 1080. 600. 2 15 0 .00 277.28 1404.76 *SECNO 160.200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 160.200 4564.0 1.03 .002096 12.84 279.63 276.45 .00 279.75 .1 2 .83 .02 272 .00 2630.7 1513.4 419.9 1235.8 382.2 280.3 510.7 112.3 274.00 2.13 3 .96 1.50 .090 .075 .090 .000 266 .79 1067.79 250. 380. 220. 2 9 0 .00 471.41 1539.20 1 06SEP94 23:48:10 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 163.000 163.000 11.36 280.34 277.61 .00 280.48 .14 .72 .00 276.00 4564.0 1118.6 1228 .9 2216.5 613.2 284 .0 874.1 523.4 115.5 272.00 1.06 1.82 4.33 2.54 .090 .075 .090 .000 268.98 1230.00 .002775 350. 280 . 240 . 2 20 0 .00 464.68 1694.68 *SECNO 171.800 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .37 171.800 12.79 283.79 282.34 .00 285.01 1.22 4.20 .33 276.00 3969.0 844.8 2820.5 303.7 168.4 278.5 113.2 537 .9 119 .0 280.00 1.08 5.02 10.13 2 .6 8 .090 .075 .090 .000 271.00 1341.71 .015396 400. 850 . 480. 2 5 0 .00 168.49 1510.20 *SECNO 175.300 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCECHANGEOUTSIDEOFACCEPTABLERANGE, KRATIO = 2.62 175.300 3969.0 1.11 .002240 15.56 286.28 282.06 .00 286.47 1680.2 2060.2 228.6 844.4 456.9 1.99 4.51 1.93 .090 .075 .090 330 . 350. 420. 3 12 0 .19 1.36 .10 278.00 118.4 545.9 121.1 280.00 .000 270.72 1027.78 .00 352.22 1380.00 CCHV= .300 CEHV= .500 *SECNO 179.400 3280 CROSS SECTION 179.40 EXIBNDED .60 FEET 179.400 14.04 287.20 282.55 .00 287.47 .27 .96 .04 280.00 3900.0 630.1 2620.3 649.6 313 .2 531.1 332.9 556.7 123.7 280.00 1.13 2 .01 4 .93 1.95 .090 .075 .090 .000 273.16 1000.00 .002791 310. 410. 410. 3 14 0 .00 281.70 1281.70 1 06SEP94 23:48:10 PAGE 18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 180.400 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO= .60 180.400 14.49 287.50 280.82 .00 288.08 .5 8 .45 .15 286.60 3900.0 2 8 .7 3086.2 785.1 33 .9 453.5 455.8 559.1 124.4 286.50 1.14 .8 5 6 .81 1.72 .090 .075 .090 .000 273.01 1159.60 .007668 160. 100. 60. 2 17 0 .00 466.76 1626.36 SPECIAL BRIDGE SB XK 1.25 XKOR COFQ RDLEN BWC BWP 1.50 2.90 .00 31.30 1.30 300.00 BAREA SS ELCHU ELCHD .00 273.01 273.01 *SECNO 181.120 6870 D.S. ENERGY OF 288.08 IS HIGHER THAN COMPUIBD ENERGY OF 287.93 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.76 PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape EGPRS EGL WC H3 QWEIR QPR BAREA TRAPEZOID ELLC WEIRLN AREA 291.43 288.14 . 06 2618 . 1284. 300. 300. 283.01 286.60 706 . 181.120 13.89 286.90 .00 . 00 288.08 1.18 .00 .00 286.60 3900.0 .4 3823.9 75.7 3.7 434.7 242.5 561.1 125.6 286.50 1.14 .11 8.80 .31 .090 .015 .090 .000 273.01 1209.92 .000542 112. 112. 112. CCHV= .100 CEHV= .300 *SECNO 186.000 3 3301 HV CHANGED MORE THAN HVINS 1 0 4 .00 401.90 1611.82 ELTRD 06SEP94 23:48:10 PAGE 19 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 186.000 14.05 287.85 283.03 .00 288.33 .48 .18 .07 286.00 3900.0 131.3 3737.8 30.9 95.9 657.4 25.6 562.8 126.3 286.00 1.15 1.37 5 .69 1.21 .065 .055 .065 .000 273.80 1083.15 .003111 100. 100. 100. *SECNO 189.000 189.000 12.61 3900.0 294.6 288.91 285.98 3598.2 7.2 2 14 .00 289.71 114.3 486.6 0 .00 214.57 1297 .72 .79 1.28 .09 286.00 7.2 567.5 127.5 288.00 1.16 2.58 7.39 1.00 .065 .055 .065 .000 276.30 1310.00 . 005495 260. 300 . 390. 2 15 0 .00 140.84 1450.84 *SECNO 191.500 3280 CROSS SECTION 191.50 EXTENDED .15 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO = 1.58 191.500 3900.0 1.17 .002194 13.40 290.15 286 .14 .00 290.49 .34 .74 .05 286.00 821.2 2993.6 85.2 531.5 570.7 43.4 571.8 128.7 286.00 1.55 5.25 1.96 .065 .055 .065 .000 276.75 1060.00 150 . 250. 270 . 2 13 0 .00 453.95 1513.95 *SECNO 194.300 194.300 13.24 290.74 287.03 .00 290.96 3855.0 405.5 2030.4 1419.1 192.4 439.6 1.19 2.11 4.62 2.60 .065 .055 .065 .001511 230. 280. 200. 2 13 0 .22 .46 .01 286.00 545.7 578.3 130.5 284.00 .000 277.50 1181.08 .00 228.73 1409 .82 *SECNO 197 .000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO = .60 1 197.000 3855.0 1.20 .004257 06SEP94 13 .03 291.13 288.69 .00 291.82 402.3 3014.9 437.7 128.4 408.5 3.13 7.38 2.76 .065 .055 .075 275. 270. 320 . 2 12 0 23:48:10 .69 .72 .14 286.00 158.5 584.6 131.8 286 .00 .000 278.10 1210.00 .00 153 .33 1363 .33 PAGE 20 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 199.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO = 1.49 199 .000 13.10 292 .10 287.27 .00 292.38 .28 .52 .04 295.00 3855.0 .0 3732.4 122 .6 .0 869 .8 132.4 588.3 132.6 290.00 1.22 .00 4.29 .93 .000 .055 .075 .000 279.00 1260.00 .001921 200 . 200. 150. 2 14 0 .00 241.54 1501.54 *SECNO 201.000 201.000 11.93 292.43 285.07 .00 292.48 .05 .08 .02 284.00 1536.0 179.1 1217.8 139.1 239.5 605.8 207.1 593.2 133.6 284.00 1.25 .75 2.01 .67 .085 .050 .085 .000 280.50 1212.82 .000212 380. 200 . 130. 2 22 0 .00 203.62 1416.44 *SECNO 203.000 203.000 10.47 1536.0 164.3 292.47 286.74 .00 292.55 .07 .06 .01 286.00 1230.2 141.5 209.8 508.3 188.5 597.6 134.5 286.00 1.28 .78 2.42 .75 .085 .050 .085 .000 282.00 1163.70 .000388 150. 200. 230 . 2 18 0 .00 184.55 1348.25 *SECNO 207.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .29 207.000 7 .17 293.17 291.30 .00 293.64 .47 .97 .12 288.00 1536.0 347.9 880.5 307.6 155.9 127.4 112.4 603 .3 135.7 286 .00 1.30 2.23 6.91 2.74 .085 .050 .085 .000 286.00 1294.69 .004617 320. 400. 410. 3 8 0 .00 111.68 1406.37 *SECNO 209.000 209.000 7.09 294.09 292.28 .00 294.52 .43 .88 .00 288.00 1536.0 491.6 773.6 270.7 175.1 112.0 103.1 604.9 136.2 288 .00 1.31 2.81 6.91 2.63 .085 .050 .085 .000 287.00 1138.69 .004417 180. 225. 130. *SECNO 210.800 1 06SEP94 23:48:10 3 19 0 .00 112.40 1251.09 PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 210.8 00 7.19 294.69 293.53 .00 295 .79 1.10 1.07 .20 290.00 1536.0 86.3 1331.0 118.7 31.2 148.6 42.2 606.1 136.5 290.00 1.31 2 .76 8.96 2.81 .085 .050 .085 .000 287.50 1171.70 . 008670 170 . 180. 140. 2 15 0 .00 56.29 1227.99 CCHV= .300 CEHV= .500 *SECNO 213.300 213.300 8.31 297.31 295.18 .00 297.94 .63 2 .01 .14 290.00 1536 .0 630.1 905.9 .0 176.8 117.1 .0 607 .6 136.8 300.00 1.33 3.56 7.74 .00 .085 .050 .000 .000 289 .00 1201.60 .007493 250 . 250. 240. 3 15 0 .00 63.40 1265.00 *SECNO 215.300 215.300 7.84 298.84 298.35 .00 299.91 1.07 1.76 .22 294.00 1536.0 196.6 961.9 377.5 58.7 95.2 102.3 608.7 137 .1 294.00 1.33 3.35 10.11 3.69 .085 .050 .085 .000 291.00 1270.77 .011580 150. 200 . 180. 3 15 0 .00 80.57 1351.34 *SECNO 215 .900 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.46 215.900 8.57 299.53 297.36 .00 300.40 .87 .43 .06 290.96 1536.0 291.0 956.6 288.3 85 .0 104.5 95.9 609.0 137.2 290.96 1.34 3.43 9 .15 3 .01 .085 .050 .085 .000 290.96 1079.88 .005405 90. 60. 30. 2 11 0 .00 76.17 1156.05 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BARBA SS ELCHU ELCHD 1.25 1.50 2.90 .00 8.50 .00 55.00 .00 290.96 290.96 *SECNO 216.300 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2 .85 1 06SEP94 23 :48:10 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST PRESSURE AND WEIR FLOW, Weir Subme rgence Based on TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR BARBA TRAPEZOID ELLC ELTRD WEIRLN AREA 317.69 301.10 .00 927. 618. 55. 55. 297.46 300.60 156. 216.300 1536.0 1.34 . 000665 10.86 301.82 .00 206.9 1037.0 292 .0 1.42 7 .83 1.09 40. 40. 40 . .00 302.47 .65 2.07 .00 290.96 145.9 132.5 267.9 609.4 137.3 290.96 .085 .024 .085 .000 290.96 1070.73 3 0 6 .00 139.28 1210.01 *SECNO 216.500 216.500 9.95 302.45 299.19 .00 302.63 .18 .02 .14 298.00 1536 .0 249 .6 960.6 325.8 162.1 238.0 157.4 609.7 137.4 298.00 1.34 1.54 4.04 2.07 .050 .045 .050 .000 292.50 1217.15 .001067 20. 20. 20. 3 14 0 .00 177.85 1395.00 *SECNO 219.200 219.200 8.78 302.78 300.37 .00 303 .02 .25 .36 .03 298 .00 1536.0 130.8 982.7 422.4 1.36 2.26 . 001617 230 . 4 .72 270. 2.18 290. 57.8 208.3 194.0 612.8 138.4 298.00 .050 .045 .050 .000 294 .00 1199.18 2 14 0 .00 148.58 1347 .76 CCHV= .100 CEHV= .300 *SECNO 221.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO = .51 221.100 7.12 303.32 301.79 .00 303.99 .66 .84 .12 304.00 1536.0 .0 1520.3 15.7 .0 232.0 8.7 614.7 139.0 302.00 1.37 .00 6.55 1.79 .000 .045 .050 .000 296.20 1153.39 .006339 300. 190. 300 . 2 14 0 .00 69.84 1223.23 *SECNO 223 .200 223.200 7.51 304.51 303.33 .00 305.26 .75 1.25 .03 302.00 1536.0 135.8 1359.9 40.3 48.7 185.2 15.7 615.8 139 .4 302.00 1.38 2.79 7.34 2.57 .050 .045 .050 .000 297.00 1041.08 .005670 170. 210. 210. 2 11 0 .00 91.45 1132.53 1 06SEP94 23:48:10 PAGE 23 Tl HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES T2 EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--NDMCE OCT 1987 T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-ENCROACHED CONDITIONS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 3 0 248 .34 J2 NPROF !PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM !TRACE 15 -1 -1 1 06SEP94 23:48:10 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL me !CONT CORAR TOPWID ENDST *PROF2 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS 0 CCHV= .100 CEHV= .300 *SECNO 26.300 2800 NAT Ql= 1349.17 WSELK= 247 .47 ENC Ql= 1349 .17 WSEL= 248.37 RATIO= .0000 NAT Ql= 18 88. RATIOS LOB, CH, ROB= .1099 .2460 .6441 WSEL= 248 .37 3470 ENCROACHMENT STATIONS= 1153.0 1522.3 TYPE= 4 TARGET= .285 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE 26 .300 13.34 248.34 245.64 247.47 248.52 .18 .00 .00 240.00 5740 .0 .0 1804.4 3935.6 .0 380.4 1569.9 .0 .0 240 .00 .00 .00 4.74 2 .51 .000 .060 .075 .000 235.00 1153.00 .002026 0. 0 . 0 . 0 13 0 .00 369 .33 152 2 .33 *SECNO 37 .300 2800 NAT Ql= 1785.15 WSELK= 248.46 ENC Ql= 1785.15 WSEL= 249.36 RATIO= .0000 NAT Ql= 2278. RATIOS LOB , CH, ROB= .4278 .1819 .3902 WSEL= 249.36 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.41 3470 ENCROACHMENT STATIONS= 1330.5 1668 .0 TYPE= 4 TARGET= .216 37.300 12.37 249.37 244.48 248.46 249.48 .10 .95 .01 242.00 5740.0 2341.3 1329.4 2069.4 1308.5 361.1 827.4 32.9 4.9 240.00 .08 1.79 3.68 2 .50 .090 .060 .075 .000 237 .00 1330.53 .001023 580. 1100. 540. 2 11 0 .00 337.50 1668.03 *SECNO 45.600 2800 NAT Ql= 1188 .72 WSELK= 249.39 ENC Ql= 1188.72 WSEL= 250.29 RATIO= .0000 NAT Ql= 1517. RATIOS LOB, CH, ROB= .4806 .3333 .1860 WSEL= 250.29 3280 CROSS SECTION 45.60 EXTENDED .30 FEET 1 06SEP94 23:48:10 PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC !CONT CORAR TOPWID END ST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 3470 ENCROACHMENT STATIONS= 1113 .7 1353.7 TYPE= 4 TARGET= .217 45 .600 12.80 250.30 246 .93 249.39 250.62 .32 1.08 .06 240.00 5740.0 2740.2 2444.3 555.5 1083.2 395.4 169.5 65.1 9.4 240.00 .12 2.53 6.18 3.28 .090 .060 .075 .000 237.50 1113.66 .002328 700. 830. 500. 2 14 0 .00 240.06 1353.72 *SECNO 49.200 2800 NAT Ql= 1020.60 WSELK= 250 .06 ENC Ql= 1020 .60 WSEL= 250 .96 RA TIO= .0000 NAT Ql= 1390. RATIOS LOB, CH, ROB= .5461 .2840 .1699 WSEL= 250.96 3280 CROSS SECTION 49 .20 EXTENDED .95 FEET 3470 ENCROACHMENT STATIONS= 1079.8 1346 .2 TYPE= 4 TARGET= .266 49.200 13.25 250.95 248.38 250.06 251.29 .34 .67 .01 242.00 5740.0 3226.9 2216.7 296.4 1170.4 333.8 92 .2 72.9 10.5 242.00 .14 2.76 6.64 3.21 .090 .060 .075 .000 237.70 1079.78 .003156 150 . 360. 300 . 2 10 0 .00 266.46 1346 .24 *SECNO 55 .000 2800 NAT Ql= 1482.56 WSELK= 251.18 ENC Ql= 1482.56 WSEL= 252.08 RATIO= .0000 NAT Ql= 2074. RATIOS LOB , CH, ROB= .4448 .1972 .3580 WSEL= 252 .08 3280 CROSS SECTION 55.00 EXTENDED .12 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 3470 ENCROACHMENT STATIONS= 1264.9 1700.5 TYPE= 4 TARGET= .285 55.000 13.13 252.13 249.14 251.18 252.25 .13 .94 .02 246.00 5740.0 2435.5 1573.1 1731.3 1182.9 37 8 .2 749.8 92.9 14 .0 246.00 .19 2 .06 4.16 2.31 .075 .060 .075 .000 239.00 1264.87 .001455 460. 580. 300. 2 17 0 .00 435.62 1700.48 *SECNO 61.000 2800 NAT Ql= 1550.14 WSELK= 251.74 ENC Ql= 1550.14 WSEL= 252.64 RATIO= .0000 NAT Ql= 2085. RATIOS LOB , CH, ROB= .6657 .2015 .1328 WSEL= 252.64 1 06SEP94 23 :48:10 PAGE 26 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1320.3 1672.4 TYPE= 4 TARGET= 61.000 12.68 252 .68 249.01 251.74 252.80 5610.0 4074.3 1519.5 16.1 1793.6 387 .0 .23 2.27 3.93 1.03 .075 .060 .075 . 001291 300. 600 . 420. CCHV= .300 CEHV= .500 *SECNO 69.000 2 3301 HY CHANGED MORE THAN HVINS 18 0 .12 .55 .00 246.00 15.6 112.1 17.2 246.00 .000 240 .00 1320.29 .00 352.06 1672.35 .257 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO = .31 3470 ENCROACHMENT STATIONS= 1940.0 2040.0 TYPE= 1 TARGET= 100 .000 69.000 9.75 254.75 253.57 254 .10 256.55 1.79 2.91 .8 4 2 50.00 5610.0 173.2 5159.7 277.0 37.7 464.3 55 .1 131.9 2 0.3 2 50.00 .25 4.60 11.11 5 .03 .065 .060 .065 .000 245 .00 1944.15 .013502 550. 800 . 520. 3 14 0 .00 95.85 2040 .00 *SECNO 70.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1700.0 1742.0 TYPE= 1 TARGET= 42.000 WEST LANE, U/S IS MOST RESTRICTIVE (4-10' X 8') W 'X H' ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE 70.000 9.90 256.01 254.32 255.92 258 .84 2 .82 1.77 .51 263.85 5610.0 .0 5610.0 .0 .0 416 .0 .0 133 .1 20.4 100000.00 .25 .00 13.48 .00 .000 .060 .000 .000 246.11 1700.00 .023323 100. 100 . 100 . 2 11 0 .00 42 .00 1742.00 1 06SEP94 23:48:10 PAGE 27 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL me ICONT CORAR TOPWID ENDST SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 253.03 , NOT 256 .01 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU E LCHD 1.25 1.50 2.90 .00 42.00 2 .00 320.00 .00 247.3 2 246 .11 *SECNO 73.700 BTCARD, BRIDGE STENCL= 1700.00 STENCR= 1742.00 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 6.91 PRESSURE FLOW EGPRS EGLWC H3 QWEIR QPR BARBA TRAPEZOID ELLC ELTRD WEIRLN AREA 263 .17 260.34 .00 0 . 5610. 320. 320. 255.32 263 .8 5 0. 3470 ENCROACHMENT STATIONS= 1700.0 1742.0 TYPE= 1 TARGET= 42.000 73.700 14.54 261.86 .00 261.74 263.17 1.31 4.34 .00 265 .06 5610 .0 .0 5610.0 .0 .0 610 .8 .0 137.4 20.8 100000.00 .26 .00 9.18 .00 .000 .015 .000 .000 247.32 1700.00 .000488 370. 370. 370. 3 0 0 .00 42.00 1742.00 *SECNO 75.100 3301 HY CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1425.0 1765.0 TYPE= 1 TARGET= 340.000 SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE 75 .100 17 .60 263 .53 256 .30 263.44 263 .60 .07 .06 .37 250.00 5610.0 1672.3 1530.4 2407 .3 1065.3 501.4 1306 .6 142.7 21.3 250.00 .28 1.57 3.05 1.84 .070 .060 .070 .000 245 .93 1425 .00 .000401 100. 140. 150. 2 14 0 .00 340.00 1765.00 1 06SEP94 23:48:10 PAGE 28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR I TRIAL IDC I CONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 *SECNO 77.700 2800 NAT Ql= 4542.80 WSELK= 263 .55 ENC Ql= 4542.80 WSEL= 264.55 RATIO= .0000 NAT Ql= 5553. RATIOS LOB, CH, ROB= .4387 .2096 .3516 WSEL= 264.55 3470 ENCROACHMENT STATIONS= 1306.3 1797.0 TYPE= 4 TARGET= .1 82 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING 77.700 20.39 263.64 256.33 263.55 263.68 .04 .07 .00 252.50 5610.0 2361.3 1544 .6 1704.1 1870.6 714.9 1561.4 162 .9 23.7 254.01 .33 1.26 2.16 1.09 .070 .060 .070 .000 243 .25 1306.34 .000209 190. 260 . 310 . 2 18 0 .00 490 .64 1796.98 *SECNO 80.800 2800 NAT Ql= 3309.38 WSELK= 263.61 ENC Ql= 3309.38 WSEL= 264.61 RATIO= .0000 NAT Ql= 4176. RATIOS LOB, CH, ROB= .1730 .1996 .6274 WSEL= 264.61 3470 ENCROACHMENT STATIONS= 1260.6 1629.7 TYPE= 4 TARGET= .207 SECTION CUTOFF AT HOLLEMAN R.O .W . AND LOWE'S BUILDING 80.800 17.32 263.71 257 .15 263.61 263 .77 .06 .08 .01 254.00 5610.0 461.4 1492.4 3656.1 349.7 585 .3 2279.4 185 .8 26 .3 254.00 .37 1.32 2.55 1.60 .075 .065 .075 .000 246.39 1260.56 .000391 320. 310. 230 . 1 12 0 .00 369.14 1629.70 *SECNO 83.600 2800 NAT Ql= 2289.59 WSELK= 263 .68 ENC Ql= 2289.59 WSEL= 264.68 RATIO= .0000 NAT Ql= 2991. RATIOS LOB, CH, ROB= .4289 .2155 .3556 WSEL= 264.68 3302 WARNING: CONVEYANCECHANGEOUTSIDEOFACCEPTABLERANGE, KRATIO = .68 3470 ENCROACHMENT STATIONS= 1219.4 1537 .3 TYPE= 4 TARGET= .234 SECTION CUTOFF AT HOLLEMAN R.O.W. 83.600 17.43 263.80 258.38 263.68 263.91 .11 .13 .01 254.00 5610.0 2257.8 1684.0 1668.2 1027.0 476.5 879.2 199.3 27.9 254.00 .39 2.20 3.53 1.90 .075 .065 .075 .000 246.37 1219.35 .000841 270. 280. 160. 0 19 0 .00 317.98 1537 .33 *SECNO 85.550 2800 NAT Ql= 1838.44 WSELK= 263 .82 ENC Ql= 1838.44 WSEL= 264.82 RATIO= .0000 NAT Ql= 2385. RATIOS LOB, CH, ROB= .6638 .2554 .0808 WSEL= 264.82 1 06SEP94 23:48:10 PAGE 29 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL GLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID END ST 3470 ENCROACHMENT STATIONS= 1232.9 1455.0 TYPE= 4 TARGET= .229 SECTION CUTOFF AT HOLLEMAN R.O.W . 85.550 17.36 264 .00 258.45 263.82 264.15 .15 .23 .01 254.00 5610.0 3783.9 1826.1 .0 1340.4 505.1 .0 209.7 29.3 258 .00 .41 2 .82 3.62 .00 .075 .065 .000 .000 246.64 1232.93 .001325 200. 195. 270. 2 18 0 .00 222.07 1455 .00 *SECNO 88.150 2800 NAT Ql= 1571.50 WSELK= 264 .08 ENC Ql= 1571.50 WSEL= 265.08 RATIO= .0000 NAT Ql= 2008. RATIOS LOB , CH, ROB= .2944 .2805 .4251 WSEL= 265.08 3470 ENCROACHMENT STATIONS= 1325.6 1516.4 TYPE= 4 TARGET= .217 SECTION CUTOFF AT HOLLEMAN R.O .W . 88 .150 17.74 264 .35 258.88 264 .08 264.55 .20 .39 .02 256.00 5610 .0 1259.7 2067.1 2283.3 463 .5 491.2 659.2 220.2 30.6 254.00 .43 2.72 4.21 3.46 .075 .065 .075 .000 246.61 1325.56 .001672 280. 260. 230. 2 14 0 .00 190.85 1516.41 *SECNO 91.900 2800 NAT Ql= 1420.72 WSELK= 264.52 ENC Ql= 1420.72 WSEL= 265.52 RATIO= .0000 NAT Ql= 1794. RATIOS LOB , CH, ROB= .2639 .3046 .4314 WSEL= 265.5 2 3470 ENCROACHMENT STATIONS= 1614.3 1794.4 TYPE= 4 TARGET= .208 SECTION CUTOFF AT SEARS SERVICE CENTER 91.900 17.42 264.91 260.00 264.52 265.14 .23 .58 .01 256.00 5610.0 1116.9 2205.4 2287.7 346 .1 488.6 687.4 231.7 31.9 256 .00 .46 3.23 4.51 3 .33 .075 .065 .075 .000 247.49 1614.34 .001950 450. 375. 200. 2 14 0 .00 180.11 1794.45 *SECNO 95 .000 2800 NAT Ql= 1238.82 WSELK= 265.06 ENC Ql= 1238.82 WSEL= 266.06 RA TIO= .0000 NAT Ql= 1608. RATIOS LOB , CH, ROB= .0985 .2271 .6744 WSEL= 266.06 3470 ENCROACHMENT STATIONS= 1181.0 1359.9 TYPE= 4 TARGET= .229 SECTION CUTOFF AT SEARS SERVICE CENTER -ADD Q FROM UNIV. COMM. 95.000 13.64 265.60 261.17 265 .06 265.85 .25 .71 .01 262.36 5610 .0 .0 1608.1 4001.9 .0 338.1 1084.3 242.4 33.2 256.94 .48 .00 4 .76 3.69 .000 .065 .075 .000 251.96 11 8 1.00 .002479 170. 310. 350. 2 11 0 .00 178.92 1359.92 1 06SEP94 23:48:10 PAGE 30 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL JDC ICONT CORAR TOPWID ENDST *SECNO 98.550 2800 NAT Ql= 1868.53 WSELK= 265 .52 ENC Ql= 1868.53 WSEL= 266.52 RATIO= .0000 NAT Ql= 2432. RATIOS LOB, CH, ROB= .7310 .1197 .1493 WSEL= 266.52 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.55 3470 ENCROACHMENT STATIONS= 1455.3 1716 .8 TYPE= 4 TARGET= .232 98.550 13.58 266.16 260.27 265.52 266.28 .11 .41 .01 254.00 5515.0 4419.4 871.0 224.5 1718.7 261.9 128.2 254.3 34.7 260.00 .51 2.57 3.33 1.75 .075 .065 .075 .000 252.58 1455.25 .001000 360. 355. 170. 2 11 0 .00 261.57 1716.82 *SECNO 103.000 2800 NAT Ql= 1540.96 WSELK= 265.88 ENC Ql= 1540.96 WSEL= 266.88 RA TIO= .0000 NAT Ql= 2035. RATIOS LOB , CH, ROB= .2 928 .1347 .5724 WSEL= 266.88 3470 ENCROACHMENT STATIONS= 1442.3 1650.8 TYPE= 4 TARGET= .243 103 .000 12.71 266.55 260.98 265.88 266.72 .17 .42 .02 258.00 5515.0 1216.1 992.6 3306 .2 465.1 248.7 995.6 268.4 36.4 254.00 .54 2.61 3.99 3.32 .075 .065 .075 .000 253.84 1442.28 .001462 150 . 445. 600. 2 11 0 .00 208.51 1650.79 *SECNO 108.100 2800 NAT Ql= 1050.62 WSELK= 266.46 ENC Ql= 1050.62 WSEL= 267.46 RATIO= .0000 NAT Ql= 1361. RATIOS LOB, CH, ROB= .2848 .3290 .3862 WSEL= 267.46 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 3470 ENCROACHMENT STATIONS= 1294.6 1445.0 TYPE= 4 TARGET= .228 108.100 12.42 267.18 263.00 266.46 267.58 5630.0 1261.4 2417.5 1951.0 307.7 385.1 .56 4.10 6.28 3.84 .075 .065 .075 .003161 500. 510. 220. 1 14 0 *SECNO 112.000 .40 .80 .07 258.00 507.7 280.4 37.8 258.00 .000 254.76 1294.65 .00 150.38 1445.03 2800 NAT Ql= 1232.11 WSELK= 267.32 ENC Ql= 1307.72 WSEL= 268 .32 RATIO= - .0614 NAT Ql= 1580. RATIOS LOB, CH, ROB= .0770 .8279 .0951 WSEL= 268.32 1 06SEP94 23 :48:10 PAGE 31 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV 0 OLOB OCH OROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1510.0 1610.0 TYPE= 4 TARGET= .172 112.000 14.16 268 .16 261.00 267.32 268.55 .38 .97 .00 263.50 5630.0 .0 5630.0 .0 .0 1131.5 .0 290.3 38 .8 263 .50 .58 .00 4.98 .00 .000 .065 .000 .000 254.00 1510.00 .002176 360. 390. 320. CCHV= .300 CEHV= .500 *SECNO 112.900 2 11 0 .00 100.00 1610.00 2800 NAT 01= 1489.10 WSELK= 267.59 ENC 01= 1652.86 WSEL= 268.59 RATIO= - .1100 NAT 01= 1860. RATIOS LOB , CH, ROB= .0839 .8887 .0275 WSEL= 268.59 3470 ENCROACHMENT STATIONS= 1480.0 1600.0 TYPE= 4 TARGET= .111 112.900 14.49 268.49 259.88 267.59 268.74 .25 .15 .04 265.00 5630.0 .0 5630.0 .0 .0 1408.5 .0 292.9 39.1 265.00 .59 .00 4 .00 .00 .000 .065 .000 .000 254 .00 1480.00 .001286 100. 90 . 250. 2 18 0 .00 120 .00 1600.00 *SECNO 113.900 3301 HY CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO = .36 3470 ENCROACHMENT STATIONS= 1310.0 1480.0 TYPE= 1 TARGET= 170.000 113 .900 14.08 268 .27 262.41 267.33 269 .68 1.41 .36 .58 269 .04 5630.0 .0 5630.0 .0 .0 591.3 .0 295.2 39 .3 269.04 .59 .00 9.52 .00 .000 .065 .000 .000 254.19 1418.00 .010110 100. 100. 100. 2 11 0 .00 42.00 1460.00 SPECIAL BRIDGE SB XK XKOR COFO RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.25 1.50 2.90 .00 42.00 2.00 400.00 .00 255.34 254.19 *SECNO 116.200 BTCARD, BRIDGE STENCL= 1310.00 STENCR= 1480.00 1 06SEP94 23:48:10 PAGE 32 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL GLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC I CONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.45 PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR BARBA TRAPEZOID ELLC ELTRD WEIRLN AREA 272.88 270.15 .28 1249. 4376. 400. 400. 265.34 269.04 170. 3470 ENCROACHMENT STATIONS= 1310.0 1480.0 TYPE= 1 TARGET= 170.000 116.200 14 .36 269.70 .00 269 .00 271.06 1.35 1.38 .00 270.19 5630.0 .0 5630.0 .0 .0 603.1 .0 298.4 39.5 270.19 .60 .00 9.34 .00 .000 .015 .000 .000 255.34 1418.00 . 000510 230. 230. 230 . 2 0 2 .00 42.00 1460.00 *SECNO 116.700 2800 NAT Ql= 1935.29 WSELK= 270.65 ENC Ql= 1945 .79 WSEL= 271.55 RATIO= - .0054 NAT Ql= 2290. RATIOS LOB , CH, ROB= .0921 .849 8 .0581 WSEL= 271.55 3301 HY CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 3470 ENCROACHMENT STATIONS= 116 .700 15.74 271.08 262.30 5630.0 .0 5630.0 .0 .60 .00 4.57 .00 .001128 50. 50. 50. CCHV= .100 CEHV= .300 *SECNO 119.200 .0 .000 2 1495 .0 1587.0 TYPE= 4 TARGET= .150 270.65 271.40 .32 .04 .31 264.00 1232.2 .0 299.4 39.6 264.00 .055 .000 .000 255.34 1495.00 11 0 .00 92.00 1587.00 2800 NAT Ql= 3069.36 WSELK= 271.00 ENC Ql= 3069.36 WSEL= 271.90 RATIO= .0000 NAT Ql= 3652 . RATIOS LOB , CH, ROB= .5844 .2144 .2012 WSEL= 271.90 3280 CROSS SECTION 119.20 EXTENDED .03 FEET 1 06SEP94 23:48:10 PAGE 33 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.71 3470 ENCROACHMENT STATIONS= 1059.2 1390.8 TYPE= 4 TARGET= .159 119.200 15.39 271.51 264.94 271.00 271.58 .07 .15 .03 260.00 5763.0 3452.1 1499.2 811.7 2094.4 497.6 487.5 311.8 40.8 260.00 .63 1.65 3.01 1.67 .075 .055 .075 .000 256 .12 1059.24 .000403 250. 250. 250. 2 14 0 .00 331.59 1390.84 *SECNO 124.000 2800 NAT Ql= 1340.37 WSELK= 271.28 ENC Ql= 1340.37 WSEL= 272.18 RATIO= .0000 NAT Ql= 1696. RATIOS LOB, CH, ROB= .3639 .2660 .3701 WSEL= 272.18 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO= .43 3470 ENCROACHMENT STATIONS= 1226 .6 1423.7 TYPE= 4 TARGET= .209 124.000 15.39 271.81 267.82 271.28 272.09 .29 .45 .07 264.40 5763.0 1896.4 1983 .7 1882.9 562 .7 341.9 603.5 337.9 43.7 264.40 .67 3.37 5.80 3.12 .075 .055 .075 .000 256.42 1226.63 . 002152 580 . 480. 300 . 2 17 0 .00 197.10 1423.73 *SECNO 126.000 2800 NAT Ql= 983.60 WSELK= 271.71 ENC Ql= 983.60 WSEL= 272.61 RATIO= .0000 NAT Ql= 1272. RATIOS LOB , CH, ROB= .5620 .3349 .1031 WSEL= 272.61 3470 ENCROACHMENT STATIONS= 1326.4 1500.0 TYPE= 4 TARGET= .227 126.000 14.59 272.37 269 .67 271.71 272.85 .47 .70 .06 264.00 5763.0 3441.2 2321.8 .0 832.6 327 .8 .0 344.5 44 .7 264.00 .68 4.13 7 .08 .00 .075 .055 .000 .000 25 7.78 1326.45 .004321 240. 200. 180. 2 14 0 .00 173.55 1500.00 *SECNO 130.900 2800 NAT Ql= 1307.67 WSELK= 273 .12 ENC Ql= 1307.67 WSEL= 273.92 RATIO= .0000 NAT Ql= 1647. RATIOS LOB, CH, ROB= .0000 .1086 .8914 WSEL= 273.92 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.50 1 06SEP94 23:48 :10 PAGE 34 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1050.0 1333.2 TYPE= 4 TARGET= .206 130.900 13.94 273.94 269.13 273 .12 274.06 .12 1.18 .04 276.00 5763.0 .0 786.1 4976 .9 .0 240.7 1847.4 360.3 46.9 264.00 .72 .00 3.27 2 .69 .000 .075 .090 .000 260.00 1052.58 .001926 500. 490. 370. 2 17 0 .00 280.61 1333.19 *SECNO 135.600 2800 NAT Ql= 923.49 WSELK= 274 .02 ENC Ql= 923.49 WSEL= 274.82 RATIO= .0000 NAT Ql= 1195. RATIOS LOB, CH, ROB= .1872 .3588 .4540 WSEL= 274.82 3470 ENCROACHMENT STATIONS= 1554.3 1750.5 TYPE= 4 TARGET= .227 135 .600 11.67 274.81 270 .80 274.02 275.15 .34 1.03 .07 266.00 5763 .0 557.8 2671.2 2533.9 165.4 460.8 742 .6 373 .7 48.7 266.00 .74 3.37 5.80 3.41 .090 .075 .090 .000 263 .14 1554.27 .003895 340 . 470. 300. 2 11 0 .00 196.25 1750.52 *SECNO 145 .600 2800 NAT Ql= 870.73 WSELK= 276.15 ENC Ql= 870.73 WSEL= 276.95 RATIO= .0000 NAT Ql= 1161. RATIOS LOB, CH, ROB= .6147 .2909 .0944 WSEL= 276.95 3470 ENCROACHMENT STATIONS= 1381.5 1640.0 TYPE= 4 TARGET= .250 145.600 11.14 277.09 273.81 276.15 277.24 .16 2.08 .02 270.00 4444.0 2850.8 1593.2 .0 1125.2 389.6 .0 393.3 51.5 270.00 .80 2 .53 4 .09 .00 .090 .075 .000 .000 265.95 1381.53 .002630 410. 1000. 450. 2 18 0 .00 258.47 1640.00 *SECNO 156.400 2800 NAT Ql= 688.90 WSELK= 278.63 ENC Ql= 688.90 WSEL= 279.43 RATIO= .0000 NAT Ql= 862. RATIOS LOB , CH, ROB= .0080 .4914 .5006 WSEL= 279.43 3470 ENCROACHMENT STATIONS= 1135 .0 1263.3 TYPE= 4 TARGET= .201 156.400 12.11 279.63 275.62 278.63 279.97 .34 2.67 .05 274.00 4444.0 .0 2665.1 1778.9 .0 510.2 482.0 414.5 54.5 272.00 .85 .00 5 .22 3.69 .000 .075 .090 .000 267.52 1135.00 .004190 520 . 1080 . 600. *SECNO 160.200 1 2 14 0 .00 128 .32 1263.32 06SEP94 23:48:10 PAGE 35 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC !CONT CORAR TOPWID ENDST 2800 NAT Ql= 996.93 WSELK= 279 .63 ENC Ql= 996 .93 WSEL= 280.43 RATIO= .0000 NAT Ql= 1274. RATIOS LOB, CH, ROB= .5894 .2967 .1139 WSEL= 280.43 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 3470 ENCROACHMENT STATIONS= 1162 .2 1402.7 TYPE= 4 TARGET= .217 160.200 13.85 280.64 276.45 279.63 280 .79 .15 .81 .02 272.00 4564.0 2836.6 1707.3 20.0 1178.0 422.7 17.8 423.2 55.6 274.00 .88 2.41 4 .04 1.13 .090 .075 .090 .000 266 .79 1162.16 .001907 250. 380. 220. 2 14 0 .00 240.57 1402.74 *SECNO 163.000 2800 NAT Ql= 866.43 WSELK= 280.34 ENC Ql= 866.43 WSEL= 281.14 RATIO= .0000 NAT Ql= 1131. RATIOS LOB, CH, ROB= .2806 .2382 .4811 WSEL= 281.14 3470 ENCROACHMENT STATIONS= 1368.1 1603.4 TYPE= 4 TARGET= .234 163.000 12.31 281.29 277.52 280.34 281.46 .17 .67 .01 276 .00 4564 .0 984 .6 1392.4 2187.1 433.5 314.4 742.9 434.2 57.3 272.00 .91 2.27 4.43 2.94 .090 .075 .090 .000 268.98 1368.07 .002538 350. 280 . 240. 2 14 0 .00 235.30 1603.37 *SECNO 171.800 2800 NAT Ql= 319.87 WSELK= 283 .79 ENC Ql= 319.87 WSEL= 284.58 RATIO= .0000 NAT Ql= 405. RATIOS LOB , CH, ROB= .2244 .6447 .1309 WSEL= 284.58 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .35 3470 ENCROACHMENT STATIONS= 1372.7 1423.0 TYPE= 4 TARGET= .210 171.800 13.58 284.58 282.00 283.79 286.18 1.60 4.29 .43 276.00 3969 .0 550 .9 3285 .2 133 .0 92.1 302 .3 32 .2 446 .9 59 .1 280.00 .92 5.98 10.87 4.12 .090 .075 .090 .000 271.00 1372.67 .015882 400. 850. 480. 2 15 0 .00 50 .29 1422.97 *SECNO 175.300 1 06SEP94 23:48:10 PAGE 36 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST 2800 NAT Ql= 838.55 WSELK= 286.28 ENC Ql= 838.55 WSEL= 286.48 RATIO= .0000 NAT Ql= 885 . RATIOS LOB, CH, ROB= .4350 .5062 .0589 WSEL= 286.48 3280 CROSS SECTION 175.30 EXTENDED .39 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.12 3470 ENCROACHMENT STATIONS= 1137 .3 1360.7 TYPE= 4 TARGET= .053 175 .3 00 16.47 287 .19 282.07 286.28 287 .35 .16 1.02 .14 278.00 3969.0 1835.9 1994.2 138.9 889.1 493.1 65.6 454.3 60.1 280.00 .96 2.06 4 .04 2.12 .090 .075 .090 .000 270 .72 1137.28 .001627 330. 350. 420. 3 15 0 .00 223.44 1360.72 CCHV= .300 CEHV= .500 *SECNO 179.400 2800 NAT Ql= 738.16 WSELK= 287.20 ENC Ql= 738 .16 WSEL= 287.40 RATIO= .0000 NAT Ql= 777. RATIOS LOB, CH, ROB= .1687 .6579 .1734 WSEL= 287.40 3280 CROSS SECTION 179.40 EXTENDED 1.28 FEET 3470 ENCROACHMENT STATIONS= 1046.4 1223.4 TYPE= 4 TARGET= .050 179.400 14.72 287.88 282.59 287.20 288.13 .25 .74 .04 280.00 3900.0 631.6 2620.2 648.2 285.4 565 .1 294.4 465.1 61.8 280.00 .98 2.21 4.64 2.20 .090 .075 .090 .000 273.16 1046.44 .002270 310 . 410. 410. 2 11 0 .00 176.97 1223.41 *SECNO 180.400 3301 HY CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 3470 ENCROACHMENT STATIONS= 1100.0 1340.0 TYPE= 1 TARGET= 240.000 180.400 15.05 288.06 280.82 287.50 288.85 .79 .45 .27 286 .60 3900.0 112.9 3517.8 269.3 89 .9 471.2 124 .7 467.3 62 .3 286.50 .99 1.26 7.47 2.16 .090 .075 .090 .000 273.01 1112.15 .008769 160. 100. 60. 2 14 0 .00 227.85 1340.00 1 06SEP94 23:48:10 PAGE 37 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL me !CONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.25 1.50 2.90 .00 31.30 1.30 300.00 .00 273 .01 273 .01 *SECNO 181.120 BTCARD, BRIDGE STENCL= 1100.00 STENCR= 1340.00 6870 D.S. ENERGY OF 288.85 IS IDGHER THAN COMPUTED ENERGY OF 288.84 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.45 PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 292.00 288.95 .10 2163. 1736 . 300 . 300. 283.01 286.60 240. 3470 ENCROACHMENT STA TIO NS= 1100.0 1340.0 TYPE= 1 TARGET= 181.120 14.79 287.80 .00 286 .90 288 .85 3900.0 15.1 3839.0 45.9 60.8 463 .0 .99 .25 8.29 .44 .090 .015 .090 . 000443 112 . 112. 112. CCHV= .100 CEHV= .300 *SECNO 186.000 2 0 3 1.05 .00 .00 286.60 105.5 469 .0 62.8 286.50 .000 273.01 1133.98 .00 206.02 1340.00 240.000 2800 NAT Ql= 699.18 WSELK= 287.85 ENC Ql= 743 .68 WSEL= 288.35 RATIO= - .0637 NAT Ql= 809 . RATIOS LOB , CH, ROB= .0538 .9198 .0264 WSEL= 288.35 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .41 3470 ENCROACHMENT STATIONS= 1185.0 1270.0 TYPE= 4 TARGET= .080 186.000 14.81 288.61 283 .02 287.85 289.07 .45 .16 .06 286.00 3900.0 .0 3900.0 .0 .0 722 .6 .0 470.5 63.2 286.00 1.00 .00 5.40 .00 .000 .055 .000 .000 273.80 1185.00 . 002665 100 . 100. 100. 2 14 0 .00 85.00 1270.00 1 06SEP94 23 :48:10 PAGE 38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 189.000 2800 NAT Ql= 526.13 WSELK= 288.91 ENC Ql= 541.67 WSEL= 289.41 RATIO= - .0295 NAT Ql= 603. RATIOS LOB, CH, ROB= .0 972 .8976 .0053 WSEL= 289.41 3470 ENCROACHMENT STATIONS= 1370.0 1435.0 TYPE= 4 TARGET= .102 189.000 13.25 289.55 285.97 288.91 290 .39 .8 5 1.21 .12 286.00 3900.0 .0 3900.0 .0 .0 528 .3 .0 474 .8 63.7 288.00 1.01 .00 7.38 .00 .000 .055 .000 .000 276.30 1370.00 .005399 260. 300 . 390. 2 14 0 .00 65.00 1435.00 *SECNO 191.500 2800 NAT Ql= 832.68 WSELK= 290.15 ENC Ql= 832.68 WSEL= 290.65 RATIO= .0000 NAT Ql= 999 . RATIOS LOB , CH, ROB= .2729 .7017 .0254 WSEL= 290.65 3280 CROSS SECTION 191.50 EXTENDED .82 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.57 3470 ENCROACHMENT STATIONS= 1348.4 1490.0 TYPE= 4 TARGET= .166 191.500 14.07 290.82 286 .16 290.15 291.19 .37 .75 .05 286.00 3900.0 666.4 3233.6 .0 269.7 614.0 .0 478.6 64.2 286.00 1.02 2.47 5.27 .00 .065 .055 .000 .000 276.75 1348.36 . 002198 150 . 250 . 270 . 2 15 0 .00 141.64 1490.00 *SECNO 194 .300 2800 NAT Ql= 991.85 WSELK= 290 .74 ENC Ql= 991.85 WSEL= 291.24 RATIO= .0000 NAT Ql= 1127 . RATIOS LOB , CH, ROB= .1145 .5039 .3816 WSEL= 291.24 3470 ENCROACHMENT STATIONS= 1212.9 1359.1 TYPE= 4 TARGET= .120 194.300 13.91 291.41 287.21 290 .74 291.65 .24 .44 .01 286 .00 3855.0 240.0 2171.9 1443.1 109 .7 469.7 501.8 484.2 65 .0 284.00 1.04 2.19 4.62 2 .88 .065 .055 .065 .000 277.50 1212.91 . 001386 230 . 280. 200 . 2 18 0 .00 146 .15 1359 .06 *SECNO 197 .000 2800 NAT Ql= 590.84 WSELK= 291.13 ENC Ql= 590.8 4 WSEL= 291.63 RATIO= .0000 NAT Ql= 670. RATIOS LOB, CH, ROB= .1168 .7536 .1296 WSEL= 291.63 1 06SEP94 23:48:10 PAGE 39 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC !CONT CORAR TOPWID ENDST 3301 HY CHANGED MORE THAN HYINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO = .58 3470 ENCROACHMENT STATIONS= 1237.8 1317.2 TYPE= 4 TARGET= .119 197.000 13.60 291.70 288.44 291.13 292.49 .79 .68 .17 286.00 3855.0 245.8 3294.8 314.4 64.5 434.2 97.4 489.8 65.8 286.00 1.05 3.81 7.59 3.23 .065 .055 .075 .000 278.10 1237.77 .004149 275. 270. 320. 2 19 0 .00 79.43 1317.21 *SECNO 199.000 2800 NAT Ql= 879.53 WSELK= 292.10 ENC Ql= 949.23 WSEL= 292.60 RATIO= - .0792 NAT Ql= 1002. RATIOS LOB, CH, ROB= .0000 .9477 .0523 WSEL= 292.60 3301 HY CHANGED MORE THAN HYINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.61 3470 ENCROACHMENT STATIONS= 1260.0 1380.0 TYPE= 4 TARGET= .052 199 .000 13.74 292.74 287 .27 292.10 293.00 .26 .46 .05 345.00 3855.0 .0 3855.0 .0 .0 946.6 .0 493.3 66.2 290.00 1.06 .00 4.07 .00 .000 .055 .000 .000 279.00 1260.00 .001601 200. 200. 150. 2 14 0 .00 120.00 1380.00 *SECNO 201.000 2800 NAT Ql= 1055.95 WSELK= 292 .43 ENC Ql= 1055.95 WSEL= 292.93 RA TIO= .0000 NAT Ql= 1169. RATIOS LOB, CH, ROB= .1252 .7764 .0984 WSEL= 292.93 3470 ENCROACHMENT STATIONS= 1272.3 1364.9 TYPE= 4 TARGET= .097 201.000 12.54 293.04 285 .07 292.43 293.10 .06 .07 .02 284.00 1536.0 127.8 1322.5 85.6 139.0 642 .2 112 .6 497.7 66.7 284.00 1.09 .92 2.06 .76 .085 .050 .085 .000 280.50 1272.27 .000205 380. 200. 130. 2 22 0 .00 92.65 1364.92 1 06SEP94 23:48:10 PAGE 40 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV 0 OLOB OCH OROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL me ICONT CORAR TOPWID ENDST *SECNO 203.000 2800 NAT 01= 779.42 WSELK= 292.47 ENC 01= 779.42 WSEL= 292.97 RATIO= .0000 NAT 01= 879. RATIOS LOB, CH, ROB= .1193 .7811 .0996 WSEL= 292 .97 3470 ENCROACHMENT STATIONS= 1212.6 1301.4 TYPE= 4 TARGET= .114 203 .000 11.07 293.07 286.74 292.47 293.16 .09 .06 .01 286 .00 1536.0 104.1 1366.1 65 .8 108 .3 544.8 73.6 501.3 67 .1 286 .00 1.12 .96 2.51 .89 .085 .050 .085 .000 282.00 1212.56 .000380 150 . 200. 230. 1 22 0 .00 88.85 1301.41 *SECNO 207.000 2800 NAT 01= 226.06 WSELK= 293.17 ENC 01= 226.06 WSEL= 293.67 RATIO= .0000 NAT 01= 267. RATIOS LOB , CH , ROB= .2456 .5511 .2032 WSEL= 293 .67 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO = .28 3470 ENCROACHMENT STATIONS= 1334.0 1385.6 TYPE= 4 TARGET= .152 207.000 7.70 293.70 291.18 293.17 294.31 .60 .99 .15 288.00 1536.0 305 .8 1014.4 215.8 100.7 138.0 68.6 505.9 67.7 286.00 1.14 3.04 7 .35 3.14 .085 .050 .085 .000 286 .00 1334 .03 . 004689 320. 400 . 410. 2 14 0 .00 51.54 1385.57 *SECNO 209.000 2800 NAT 01= 231.12 WSELK= 294.09 ENC 01= 231.12 WSEL= 294.59 RATIO= .0000 NAT 01= 275. RATIOS LOB, CH, ROB= .3347 .4776 .1876 WSEL= 294.59 · 3470 ENCROACHMENT STATIONS= 1170.0 1227 .0 TYPE= 4 TARGET= .161 209.000 7 .69 294.69 292.17 294.09 295.19 .so .88 .01 288.00 1536 .0 462.2 861.0 212.8 144.5 122.3 66 .0 507.3 68.0 288.00 1.15 3 .20 7.04 3.23 .085 .050 .085 .000 287.00 1169.96 .004083 180. 225. 130. 2 19 0 .00 57.04 1227 .00 *SECNO 210.8 00 2800 NAT Ql= 164.96 WSELK= 294.69 ENC Ql= 164 .96 WSEL= 295.19 RATIO= .0000 NAT Ql= 192 . RATIOS LOB , CH , ROB= .0631 .8501 .0868 WSEL= 295.19 1 06SEP94 23:48:10 PAGE 41 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO = .61 3470 ENCROACHMENT STATIONS= 1185.0 1210.7 TYPE= 4 TARGET= 210.800 7.75 295.25 293.60 294 .69 296.63 1.37 1.17 .26 290 .00 1536.0 .0 1530.9 5.1 1.15 .00 9.42 1.36 . 010906 170 . 180. 140. CCHV= .300 CEHV= .500 *SECNO 213.300 .0 .000 2 162.6 3.7 508.3 68.1 290.00 .050 .085 .000 287.50 1185.00 15 0 .00 25.73 1210.73 .143 2800 NAT Ql= 177.44 WSELK= 297.31 ENC Ql= 177.44 WSEL= 297.51 RATIO= .0000 NAT Ql= 187 . RATIOS LOB, CH, ROB= .4189 .5811 .0000 WSEL= 297.51 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1225 .9 1265.0 TYPE= 4 TARGET= .050 213.300 9.1 8 298.18 295.04 297.31 29 8.74 .56 1.87 .24 290.00 1536.0 616.3 919 .7 .0 153.4 130.1 .0 509.5 68.3 100000.00 1.16 4 .02 7 .07 .00 .085 .050 .000 .000 289 .00 1225.85 . 005714 250 . 250. 240. 2 15 0 .00 39.15 1265.00 *SECNO 215.300 2800 NAT Ql= 142.74 WSELK= 298.84 ENC Ql= 142.74 WSEL= 299.04 RATIO= .0000 NAT Ql= 154. RATIOS LOB, CH, ROB= .1322 .6117 .2561 WSEL= 299.04 3470 ENCROACHMENT STATIONS= 1285.5 1333.9 TYPE= 4 TARGET= .072 215 .300 8.36 299.36 298 .12 298.84 300.39 1.03 1.42 .23 294.00 1536 .0 155.9 997.7 382.4 42.0 102.9 95.4 510.6 68 .5 294.00 1.17 3.71 9.70 4 .01 .085 .050 .085 .000 291.00 1285.47 .009613 150. 200 . 180 . 2 19 0 .00 48.41 1333.88 *SECNO 215.900 1 06SEP94 23:48: 10 PAGE 42 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 3470 ENCROACHMENT STATIONS= 1070.0 1210.0 TYPE= 1 TARGET= 140.000 215.900 9.21 300.17 297.37 299.53 300.82 .65 .32 .11 290.96 1536 .0 305.2 908.8 322.0 100 .1 112.5 127.0 511.0 68.6 290.96 1.17 3.05 8.08 2.54 .085 .050 .085 .000 290.96 1077.28 .003822 90. 60. 30. 2 12 0 .00 90.30 1167 .57 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BARBA SS ELCHU ELCHD 1.25 1.50 2.90 .00 8 .50 .00 55.00 .00 290.96 290.96 *SECNO 216.300 BTCARD, BRIDGE STENCL= 1070.00 STENCR= 1210.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA TIO = 2.46 PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR BARBA TRAPEZOID ELLC ELTRD WEIRLN AREA 318.34 301.42 .00 985. 555 . 55. 55. 297.46 300.60 140. 3470 ENCROACHMENT STATIONS= 1070.0 1210.0 TYPE= 1 TARGET= 140.000 216 .300 10.96 301.92 .00 301.82 302.55 .62 1.72 .00 290 .96 1536.0 207.9 1029 .1 299.0 149.2 133 .8 278.0 511.4 68.7 290.96 1.18 1.39 7.69 1.08 .085 .024 .085 .000 290.96 1070.30 .000634 40. 40. 40 . 3 0 5 .00 139 .70 1210.00 *SECNO 216.500 2800 NAT Ql= 470.17 WSELK= 302.45 ENC Ql= 470.17 WSEL= 302.65 RATIO= .0000 NAT Ql= 507. RATIOS LOB, CH, ROB= .1779 .6048 .2174 WSEL= 302.65 3470 ENCROACHMENT STATIONS= 1269.6 1381.7 TYPE= 4 TARGET= .072 216.500 9.98 302.48 299.19 302.45 302.69 .21 .02 .12 298.00 1536.0 223.5 1021.8 290.7 115 .1 238.8 125.9 511.6 68.7 298.00 1.18 1.94 4 .28 2.31 .050 .045 .050 .000 292.50 1269.56 . 001194 20. 20 . 20. 3 14 0 .00 112.16 1381.72 1 06SEP94 23:48:10 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 219 .200 2800 NAT Ql= 381.93 WSELK= 302.78 ENC Ql= 381.93 WSEL= 302.98 RATIO= .0000 NAT Ql= 413. RATIOS LOB, CH, ROB= .0891 .6202 .2908 WSEL= 302.98 3470 ENCROACHMENT STATIONS= 1216.9 1311.3 TYPE= 4 TARGET= 219.200 8 .84 302.84 300.34 302.78 303 .13 .29 .40 .04 298.00 1536.0 82.4 1044.9 408.7 1.19 2.52 4 .97 2 .56 . 001776 230 . 270. 290. CCHV= .100 CEHV= .300 *SECNO 221.100 32 .8 .050 2 210.l 159.4 514.4 69.4 298.00 .045 .050 .000 294 .00 1216.85 14 0 .00 94.45 1311 .30 .076 2800 NAT Ql= 192.93 WSELK= 303.32 ENC Ql= 204.67 WSEL= 303.52 RATIO= - .0609 NAT Ql= 208. RATIOS LOB , CH , ROB= .0000 .9862 .0138 WSEL= 303.52 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .53 3470 ENCROACHMENT STATIONS= 1150 .0 1210.0 TYPE= 4 TARGET= .014 221.100 1536.0 1.20 .006260 7 .22 303.42 301.80 303.32 304.07 .0 1536.0 .0 .0 237.3 .0 .00 6.47 .00 .000 .045 .000 300. 190. 300. 2 14 0 *SECNO 223.200 .65 .83 .11 304.00 516.0 69.8 302.00 .000 296.20 1152.92 .00 57 .08 1210.00 2800 NAT Ql= 203.99 WSELK= 304.51 ENC Ql= 203 .99 WSEL= 304.71 RATIO= .0000 NAT Ql= 221. RATIOS LOB, CH, ROB= .1025 .8678 .0297 WSEL= 304.71 3470 ENCROACHMENT STATIONS= 1074.4 1120.0 TYPE= 4 TARGET= .078 223.200 7.61 304 .61 303.22 304 .51 305.48 .87 1.34 .07 302.00 1536.0 88 .7 1447.3 .0 23 .9 188.8 .0 517.1 70.0 302.00 1.21 3.72 7.67 .00 .050 .045 .000 .000 297.00 1074.42 .006605 170. 210. 210. 2 15 0 .00 45.58 1120.00 1 06SEP94 23:48 :10 PAGE 44 THIS RUN EXECUTED 06SEP94 23 :48 :16 ************************************* HEC-2 WATER SURFACE PROFILES Ve rsion 4 .6.2 ; May 1991 ************************************* NOTE-ASTERISK(*) AT LEFT OF CROSS-SECTION NUMBER IND I CA TES MESSAGE IN SUMMARY OF ERRORS LIST WOLF PEN CREEK PARK CORR SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO *KS VCH AREA .OlK 26.300 .00 .00 .00 235.00 5740.00 247.47 245.48 247.62 18 .10 4.9 2 2546 .2 2 1349.17 26.300 .00 .00 .00 235.00 5740 .00 248.34 245.64 248 .52 20.26 4.74 1950.32 1275.17 37.300 1100.00 .00 .00 237.00 5740.00 248.46 244.39 248.54 10.34 3 .48 2894.83 1785 .15 * 37.300 1100.00 .00 .00 237.00 5740.00 249 .37 244.4 8 249.48 10.23 3 .6 8 2496.96 1794.29 * 45 .600 830.00 .00 .00 237.50 5740.00 249.39 246.88 249.65 23.32 5.87 1908.43 1188.72 * 45 .600 830.00 .00 .00 237 .50 5740 .00 250.30 246.93 250.62 23 .28 6.18 1648.03 1189.66 49.200 360.00 .00 .00 237.70 5740.00 250.06 248.01 250.33 31.63 6.29 1810.23 1020.60 49 .200 360.00 .00 .00 237.70 5740.00 250.95 248.38 251.29 31.56 6.64 1596.34 1021.77 * 55.000 580.00 .00 .00 239.00 5740.00 251.18 248.98 251.27 14.99 3.95 2804.25 1482.56 * 55.000 580.00 .00 .00 239.00 5740.00 252.13 249 .14 252.25 14.55 4.16 2310.97 1504.82 61.000 600.00 .00 .00 240.00 5610.00 251.74 248 .87 251.83 13.10 3.69 2634.35 1550.14 61.000 600.00 .00 .00 240.00 5610.00 252.68 249.01 252.80 12.91 3.93 2196 .25 1561.58 * 69.000 800.00 .00 .00 245.00 5610.00 254.10 253.56 256.36 188.55 12.38 494.8 3 408.55 * 69.000 800.00 .00 .00 245.00 5610.00 254.75 253.57 256.55 135.02 11.11 557.03 482.80 70.000 100.00 .00 .00 246.11 5610.00 255.92 254.29 258 .80 240.01 13.62 411.96 362.11 70.000 100.00 .00 .00 246 .11 5610.00 256.01 254.32 258.84 233.23 13.48 416.04 367.34 * 73.700 370.00 263.85 255.32 247.32 5610.00 261.74 .00 263.08 5.00 9.26 605.81 2509.76 * 73.700 370.00 263.85 255 .32 247 .32 5610.00 261.86 .00 263.17 4.88 9.18 610 .8 1 2538 .69 75.100 140.00 .00 .00 245.93 5610.00 263.44 256 .26 263.51 4.14 3.09 2842.11 2757.39 75.100 140.00 .00 .00 245 .93 5610 .00 263.53 256.30 263 .60 4.01 3.05 2873.32 2800.96 * 77 .700 260 .00 .0 0 .00 243 .2 5 5610.00 263.55 256.40 2 63.58 1.53 1.84 5198.39 4542 .80 77.700 260.00 .00 .00 243.25 5610.00 263.64 256.33 263.68 2.09 2.16 4146.85 3883.45 1 06SEP94 23:48:10 PAGE 45 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO *KS VCH AREA .OlK 80.800 310.00 .00 .00 246.39 5610 .00 263.61 257.15 263.64 2.87 2 .18 4431.34 3309.38 80.800 310.00 .00 .00 246.39 5610.00 263.71 257.15 263 .77 3.91 2.55 3214.41 2835.79 * 83 .600 280.00 .00 .00 246.37 5610.00 263.68 258 .62 263 .74 6 .00 2.97 3370.08 2289.59 * 83.600 280.00 .00 .00 246.37 5610.00 263.80 258.38 263 .91 8.41 3.53 2382.59 1934.36 85.550 195.00 .00 .00 246 .64 5610.00 263.82 258.42 263.91 9.31 3.24 2660.13 1838.44 85.550 195.00 .00 .00 246 .64 5610 .00 264.00 258.45 264 .15 13 .25 3.62 1845.44 1541.04 88.150 260.00 .00 .00 246.61 5610.00 264.08 258 .86 264.21 12.74 3.61 2170.48 1571.50 88.150 260.00 .00 .00 246 .61 5610.00 264 .35 258 .88 264.55 16.72 4 .21 1613.98 1372.17 91.900 375.00 .00 .00 247.49 5610.00 264.52 260.02 264 .66 15.59 3 .94 1947.07 1420.72 91.900 375.00 .00 .00 247.49 5610.00 264.91 260.00 265.14 19.50 4.51 1522.06 1270.36 95.000 310.00 .00 .00 251.96 5610.00 265.06 261.19 265.23 20.51 4.43 1828.76 1238.82 95.000 310.00 .00 .00 251.96 5610.00 265.60 261.17 265.85 24.79 4.76 1422.44 1126.64 * 98.550 355.00 .00 .00 252 .58 5515.00 265 .52 260.23 265.59 8.71 2 .98 2753.40 1868.53 * 98.550 355.00 .00 .00 252.58 5515.00 266.16 260 .27 266.28 10.00 3.33 2108 .74 1744.19 103.000 445.00 .00 .00 253 .84 5515.00 265.88 261.03 265.98 12.81 3.57 2312.61 1540.96 103 .000 445.00 .00 .00 253 .84 5515.00 266.55 260.98 266.72 14.62 3.99 1709.32 1442.24 * 108.100 510 .00 .00 .00 254 .76 5630.00 266.46 262.85 266 .75 28.72 5.71 1484.53 1050.62 * 108.100 510.00 .00 .00 254.76 5630.00 267.18 263 .00 267.58 31.61 6.28 1200.54 1001.36 112 .000 390.00 .00 .00 254.00 5630.00 267.32 260.99 267 .66 20.88 4.90 1400.64 1232.11 112 .000 390 .00 .00 .00 254.00 5630.00 268.16 261.00 268.55 21.76 4.98 1131.49 1207.05 112.900 90.00 .00 .00 254.00 5630.00 267.59 259.88 267.85 14.29 4.15 1565 .03 1489.10 112.900 90.00 .00 .00 254.00 5630.00 268.49 259.88 268.74 12.86 4.00 1408.53 1569.75 * 113.900 100.00 .00 .00 254 .19 5630.00 267.33 262.39 268.95 122.62 10.20 552.08 508.43 * 113.900 100.00 .00 .00 254.19 5630.00 268 .27 262.41 269 .68 101.10 9.52 591.32 559.92 * 116.200 230.00 269.04 265.34 255.34 5630.00 269.00 .00 270.49 5.86 9.81 573.68 2325.46 * 116.200 230.00 269.04 265.34 255.34 5630.00 269.70 .00 271.06 5.10 9.34 603.08 2494.01 116 .700 50.00 .00 .00 255.34 5630.00 270.65 262.30 270.90 8.46 4 .25 1684.69 1935.29 * 116.700 50.00 .00 .00 255.34 5630.00 271.08 262.30 271.40 11.28 4.57 1232.16 1676.04 * 119.200 250.00 .00 .00 256.12 5763.00 271.00 264.96 271.05 3.53 2.75 3611.71 3069 .36 * 119.200 250.00 .00 .00 256.12 5763.00 271.51 264 .94 271.58 4.03 3.01 3079.43 2871.09 * 124.000 480.00 .00 .00 256.42 5763.00 271.28 267.67 271.48 18.49 5.21 1871.42 1340.37 * 124.000 480.00 .00 .00 256.42 5763 .00 271.81 267.82 272 .09 21.52 5.80 1508.04 1242.29 126.000 200 .00 .00 .00 257.78 5763.00 271.71 269.61 272.10 34.33 7.05 1451.35 983.60 126.000 200.00 .00 .00 257.78 5763.00 272.37 269.67 272.85 43.21 7 .08 1160.46 876.72 1 06SEP94 23 :48:10 PAGE 46 SECNO XLCH ELTRD ELLC EL MIN Q CWSEL CRIWS EG lO *KS VCR AREA .OlK 130.900 490.00 .00 .00 260.00 5763.00 273.12 269.10 273.21 19.42 3.16 2461.46 1307.67 * 130.900 490.00 .00 .00 260.00 5763 .00 273 .94 269 .13 274.06 19 .26 3 .27 2088.08 1313.13 135 .600 470.00 .00 .00 263.14 5763 .00 274.02 270.76 274.28 38 .94 5.49 1710.39 923.49 135.600 470.00 .00 .00 263.14 5763.00 274.81 270 .80 275 .15 38.95 5.80 1368.83 923.38 145.600 1000.00 .00 .00 265.95 4444.00 276.15 273.64 276.28 26.05 4.23 1875.55 870.73 145.600 1000.00 .00 .00 265.95 4444.00 277.09 273.81 277.24 26.30 4 .09 1514.80 866.59 156.400 1080.00 .00 .00 267.52 4444.00 278.63 275.61 278.91 41.61 5.14 1197.91 688.90 156.400 1080.00 .00 .00 267.52 4444 .00 279.63 275.62 279.97 41.90 5 .22 992.22 686.56 * 160.200 380.00 .00 .00 266.79 4564.00 279.63 276.45 279 .75 20.96 3 .96 1898.36 996.93 * 160.200 38 0 .00 .00 .00 266.79 4564 .00 280.64 276.45 280.79 19.07 4.04 1618.51 1045.15 163.000 280.00 .00 .00 268.98 4564.00 280.34 277.61 280.48 27.75 4.33 1771.35 866.43 163.000 280.00 .00 .00 268.98 4564.00 281.29 277.52 281.46 25.38 4.43 1490.77 905.88 * 171.800 850.00 .00 .00 271.00 3969.00 283.79 282.34 285.01 153.96 10.13 560.12 319.87 * 171.800 850.00 .00 .00 271.00 3969.00 284.58 282 .00 286 .18 158.82 10.87 426.63 314.94 * 175.300 350.00 .00 .00 270.72 3969.00 286.28 282 .06 286.47 22.40 4.51 1419 .72 838.55 * 175 .300 350.00 .00 .00 270.72 3969 .00 287 .19 282.07 287.35 16.27 4 .04 1447.84 983.94 179.400 410.00 .00 .00 273.16 3900.00 287.20 282 .55 287.47 27.91 4 .93 1177 .13 738.16 179.400 410.00 .00 .00 273.16 3900.00 287.88 282.59 288 .13 22.70 4.64 1144.91 818.62 * 180.400 100.00 .00 .00 273.01 3900.00 287.50 280 .82 288 .08 76.68 6.81 943.13 445.38 * 180.400 100.00 .00 .00 273.01 3900.00 288 .06 280 .82 288 .85 8 7.69 7.47 685.80 416.48 * 181.120 112.00 286.60 283.01 273.01 3900.00 286.90 .00 288.08 5 .42 8 .80 680.91 1675.01 * 181.120 112.00 286.60 283.01 273.01 3900.00 287 .80 .00 288.85 4.43 8.29 629.37 1853 .50 * 186.000 100.00 .00 .00 273.80 3900.00 287 .85 283 .03 288.33 31.11 5.69 778.87 699.1 8 * 186.000 100.00 .00 .00 273.80 3900.00 288.61 283.02 289 .07 26 .65 5.40 722.61 755.47 189.000 300.00 .00 .00 276.30 3900 .00 288.91 285 .98 289.71 54.95 7.39 608.09 526.13 189.000 300.00 .00 .00 276.30 3900 .00 289.55 285.97 290 .39 53 .99 7.38 528.33 530.76 * 191.500 250.00 .00 .00 276 .75 3900.00 290 .15 286.14 290.49 21.94 5.25 1145.57 832.68 * 191.500 250.00 .00 .00 276 .75 3900.00 290 .82 286 .16 291.19 21.98 5 .27 883.77 831.81 194 .300 280.00 .00 .00 277.50 3855.00 290.74 287 .03 290.96 15.11 4.62 1177.70 991.85 194.300 280 .00 .00 .00 277.50 3855.00 291.41 287.21 291.65 13.86 4.62 1081.21 1035.39 * 197 .000 270 .00 .00 .00 278.10 3855 .00 291.13 288.69 291.82 42.57 7.38 695.38 590.84 * 197.000 270 .00 .00 .00 278.10 3855.00 291.70 288.44 292.49 41.49 7.59 596.14 598.48 * 199.000 200.00 .00 .00 279 .00 3855.00 292.10 287.27 292.38 19 .21 4 .29 1002.16 879.53 * 199.000 200.00 .00 .00 279.00 3855.00 292.74 287.27 293.00 16.01 4 .07 946.62 963.43 1 06SEP94 23:48:10 PAGE 47 SECNO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG lO*KS VCH AREA .OlK 201.000 200.00 .00 .00 280.50 1536.00 292.43 285.07 292.48 2.12 2 .01 1052.37 1055.95 201.000 200.00 .00 .00 280.50 1536.00 293.04 285.07 293.10 2.05 2 .06 893.82 1071.85 203 .000 200.00 .00 .00 282.00 1536.00 292.47 286.74 292.55 3 .88 2.42 906.70 779.42 203.000 200.00 .00 .00 282.00 1536.00 293.07 286.74 293.16 3.80 2.51 726.67 787.85 * 207 .000 400.00 .00 .00 286.00 1536.00 293 .17 291.30 293.64 46.17 6.91 395.73 226 .06 * 207 .000 400.00 .00 .00 286.00 1536.00 293.70 291.18 294.31 46.89 7.35 307.42 224.31 209 .000 225.00 .00 .00 287.00 1536 .00 294.09 292.28 294.52 44.17 6.91 390.18 231.12 209 .000 225.00 .00 .00 287.00 1536 .00 294.69 292 .17 295.19 40.83 7.04 332.73 240.38 210.800 180 .00 .00 .00 287.50 1536.00 294.69 293.53 295.79 86.70 8.96 222.01 164.96 * 210.800 180.00 .00 .00 287 .50 1536.00 295.25 293.60 296.63 109.06 9.42 166.33 147.08 213.300 250.00 .00 .00 289.00 1536.00 297 .31 295 .18 297.94 74.93 7.74 293.93 177.44 213.300 250.00 .00 .00 289 .00 1536.00 298.18 295.04 298.74 57.14 7.07 283.56 203.20 215.300 200.00 .00 .00 291.00 1536.00 298 .84 298 .35 299 .91 115.80 10.11 256.16 142.74 215.300 200 .00 .00 .00 291.00 1536.00 299.36 298.12 300.39 96 .13 9 .70 240.24 156.66 * 215 .900 60.00 .00 .00 290.96 1536 .00 299.53 297.36 300.40 54.05 9.15 285.42 208.92 * 215 .900 60.00 .00 .00 290 .96 1536 .00 300.17 297.37 300.82 38.22 8 .08 339.62 248.46 * 216.300 40 .00 300 .60 297.46 290.96 1536.00 301.82 .00 302.47 6 .65 7.83 546.19 595.80 * 216.300 40.00 300.60 297.46 290.96 1536.00 301.92 .00 302.55 6.34 7.69 560.94 610.19 216.500 20.00 .00 .00 292.50 1536.00 302.45 299.19 302.63 10.67 4.04 557.53 470.17 216.500 20.00 .00 .00 292.50 1536.00 302.48 299.19 302.69 11.94 4.28 479.75 444.46 219.200 270.00 .00 .00 294.00 1536.00 302.78 300.37 303.02 16.17 4.72 460.07 381.93 219.200 270.00 .00 .00 294 .00 1536.00 302 .84 300.34 303 .13 17 .76 4 .97 402.33 364.46 * 221.100 190.00 .00 .00 296.20 1536.00 303.32 301.79 303.99 63.39 6.55 240.76 192.93 * 221.100 190.00 .00 .00 296.20 1536 .00 303.42 301.80 304.07 62.60 6.47 237.30 194.14 223.200 210.00 .00 .00 297.00 1536 .00 304.51 303.33 305.26 56.70 7.34 249.63 203.99 223 .200 210.00 .00 .00 297 .00 1536.00 304.61 303.22 305.48 66.05 7.67 212.68 189.00 1 06SEP94 23:48:10 PAGE 48 WOLF PEN CREEK PARK CORR SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 26.300 5740.00 247.47 .00 .00 .03 783 .69 .00 26.300 5740.00 248.34 .87 .00 .87 369 .33 .00 37.300 5740.00 248.46 .00 .98 .00 621.57 1100.00 * 37.300 5740.00 249.37 .92 1.03 .92 337.50 1100.00 * 45.600 5740.00 249.39 .00 .93 .00 400.71 830.00 * 45.600 5740 .00 250.30 .91 .93 .91 240.06 830.00 49 .200 5740 .00 250 .06 .00 .67 .00 810.42 360.00 49.200 5740.00 250.95 .90 .65 .90 266.46 360.00 * 55.000 5740 .00 251.18 .00 1.12 .00 791.14 580.00 * 55 .000 5740.00 252.13 .95 1.17 .95 435.62 580.00 61.000 5610.00 251.74 .00 .56 .00 692.40 600.00 61.000 5610.00 252.68 .94 .55 .94 352.06 600.00 * 69.000 5610.00 254.10 .00 2 .36 .00 93.66 800.00 * 69.000 5610.00 254 .75 .65 2.08 .65 95.85 800.00 70.000 5610.00 255.92 .00 1.82 .00 42 .00 100.00 70.000 5610.00 256.01 .10 1.26 .10 42.00 100.00 * 73.700 5610.00 261.74 .00 5.83 .00 42 .00 370.00 * 73.700 5610.00 261.86 .12 5.85 .12 42 .00 370.00 75.100 5610.00 263.44 .00 1.69 .00 340 .00 140.00 75.100 5610.00 263.53 .09 1.67 .09 340 .00 140.00 * 77.700 5610.00 263.55 .00 .11 .00 800 .37 260.00 77.700 5610.00 263.64 .09 .11 .09 490.64 260.00 80.800 5610.00 263.61 .00 .05 .00 850.00 310.00 80 .800 5610 .00 263 .71 .10 .07 .10 369.14 310.00 * 83.600 5610.00 263 .68 .00 .07 .00 750.37 280.00 * 83 .600 5610.00 263 .80 .12 .09 .12 317.98 280.00 85.550 5610.00 263.82 .00 .14 .00 578.80 195 .00 85.550 5610.00 264.00 .17 .20 .17 222 .07 195.00 88.150 5610.00 264 .08 .00 .26 .00 466.51 260.00 88 .150 5610.00 264 .35 .27 .35 .27 190 .85 260.00 91.900 5610.00 264.52 .00 .44 .00 360.80 375.00 91.900 5610.00 264.91 .40 .56 .40 180 .11 375.00 1 06SEP94 23 :48:10 PAGE 49 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 95.000 5610.00 265.06 .00 .54 .00 390 .94 310.00 95.000 5610.00 265.60 .55 .69 .55 178.92 310.00 * 98.550 5515.00 265.52 .00 .46 .00 614.31 355.00 * 98.550 5515.00 266 .16 .65 .56 .65 261.57 355.00 103.000 5515.00 265 .88 .00 .36 .00 552.84 445.00 103.000 5515.00 266 .55 .67 .38 .67 208.51 445.00 * 108.100 5630 .00 266.46 .00 .58 .00 337.17 510.00 * 108.100 5630.00 267.18 .72 .64 .72 150.38 510.00 112.000 5630 .00 267.32 .00 .86 .00 429.07 390.00 112.000 5630.00 268 .16 .85 .98 .85 100.00 390.00 112.900 5630.00 267.59 .00 .28 .00 426 .67 90.00 112.900 5630.00 268.49 .89 .32 .89 120.00 90.00 * 113.900 5630.00 267.33 .00 -.26 .00 42.00 100.00 * 113.900 5630.00 268.27 .93 -.22 .93 42.00 100.00 * 116.200 5630.00 269.00 .00 1.66 .00 42.00 230.00 * 116.200 5630.00 269.70 .70 1.43 .70 42.00 230.00 116.700 5630.00 270.65 .00 1.65 .00 393.34 50.00 * 116.700 5630.00 271.08 .43 1.3 8 .43 92.00 50.00 * 119.200 5763.00 271.00 .00 .35 .00 493.01 250.00 * 119 .200 5763.00 271.51 .51 .43 .51 331.59 250.00 * 124.000 5763.00 271.28 .00 .28 .00 433.58 480.00 * 124.000 5763 .00 271.81 .53 .30 .53 197.10 480.00 126.000 5763.00 271.71 .00 .44 .00 341.32 200.00 126.000 5763.00 272.37 .66 .57 .66 173.55 200.00 130.900 5763.00 273.12 .00 1.41 .00 609.12 490 .00 * 130.900 5763 .00 273 .94 .8 1 1.56 .81 280.61 490.00 135.600 5763.00 274.02 .00 .90 .00 523.91 470.00 135 .600 5763.00 274.81 .79 .87 .79 196.25 470.00 145 .600 4444.00 276.15 .00 2.13 .00 556.69 1000.00 145.600 4444.00 277.09 .93 2.28 .93 258.47 1000.00 156.400 4444.00 278.63 .00 2.48 .00 277.28 1080.00 156.400 4444.00 279.63 1.00 2.54 1.00 128 .32 1080.00 * 160.200 4564.00 279.63 .00 1.00 .00 471.41 380.00 * 160.200 4564.00 280.64 1.01 1.01 1.01 240.57 380.00 1 06SEP94 23:48:10 PAGE 50 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 163.000 4564.00 280.34 .00 .71 .00 464 .68 280.00 163.000 4564.00 281.29 .95 .65 .95 235.30 280.00 * 171.800 3969.00 283 .79 .00 3.44 .00 168.49 850.00 * 171.800 3969.00 284.58 .79 3 .29 .79 50.29 850.00 * 175.300 3969.00 286.28 .00 2.50 .00 352 .22 350.00 * 175.300 3969.00 287.19 .91 2.61 .91 223.44 350.00 179.400 3900.00 287.20 .00 .92 .00 281.70 410.00 179.400 3900.00 287.88 .68 .69 .68 176 .97 410.00 * 180.400 3900.00 287.50 .00 .30 .00 466.76 100.00 * 180.400 3900.00 288 .06 .57 .18 .57 227 .85 100.00 * 181.120 3900.00 286.90 .00 -.60 .00 401.90 112.00 * 181.120 3900.00 287.80 .90 -.26 .90 206 .02 112.00 * 186.000 3900.00 287.85 .00 .95 .00 214.57 100.00 * 186.000 3900.00 288.61 .77 .81 .77 85 .00 100.00 189.000 3900.00 288.91 .00 1.07 .00 140.84 300.00 189.000 3900.00 289.55 .63 .93 .63 65.00 300.00 * 191.500 3900.00 290.15 .00 1.24 .00 453.95 250.00 * 191.500 3900.00 290.82 .67 1.27 .67 141.64 250.00 194.300 3855.00 290.74 .00 .59 .00 228.73 280.00 194.300 3855.00 291.41 .67 .59 .67 146.15 280.00 * 197.000 38 55.00 291.13 .00 .39 .00 153.33 270.00 * 197.000 3855.00 291.70 .57 .29 .57 79.43 270 .00 * 199 .000 3855.00 292.10 .00 .97 .00 241.54 200 .00 * 199 .000 3855.00 292.74 .64 1.05 .64 120.00 200.00 201.000 1536.00 292 .43 .00 .33 .00 203.62 200.00 201.000 1536.00 293.04 .61 .29 .61 92.65 200.00 203 .000 1536.00 292.47 .00 .04 .00 184.55 200.00 203.000 1536.00 293 .07 .60 .04 .60 88.85 200.00 * 207.000 1536.00 293 .17 .00 .70 .00 111.68 400.00 * 207.000 1536.00 293 .70 .53 .63 .53 51.54 400.00 209 .000 1536 .00 294.09 .00 .92 .00 112.40 225 .00 209.000 1536.00 294.69 .60 .99 .60 57.04 225 .00 210.800 1536.00 294.69 .00 .61 .00 56.29 180.00 * 210.800 1536.00 295.25 .56 .56 .56 25.73 180.00 1 06SEP94 23:48 :10 PAGE 51 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 213 .300 1536.00 297.31 .00 2.61 .00 63.40 250.00 213.300 1536.00 298.18 .87 2.92 .8 7 39.15 250.00 215.300 1536.00 298.84 .00 1.54 .00 80.57 200.00 215.300 1536.00 299.36 .52 1.18 .52 48.41 200.00 * 215.900 1536.00 299.53 .00 .69 .00 76 .17 60 .00 * 215.900 1536.00 300.17 .65 .81 .65 90 .30 60.00 * 216.300 1536.00 301.82 .00 2 .29 .00 139 .28 40.00 * 216.300 1536.00 301.92 .11 1.75 .11 139.70 40.00 216.500 1536.00 302.45 .00 .63 .00 177.85 20.00 216.500 1536.00 302.48 .03 .55 .03 112.16 20.00 219.200 1536.00 302.78 .00 .33 .00 148.58 270.00 219.200 1536.00 302.84 .06 .36 .06 94.45 270.00 * 221.100 1536.00 303.32 .00 .55 .00 69 .84 190 .00 * 221.100 1536.00 303.42 .10 .58 .10 57.08 190.00 223.200 1536.00 304.51 .00 1.18 .00 91.45 210.00 223.200 1536.00 304.61 .10 1.19 .10 45.58 210.00 1 06SEP94 23:48:10 PAGE 52 SUMMARY OF ERRORS AND SPECIAL NOTES WARNINGSECNO= 37 .300 PROFILE= 2 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINGSECNO= 55.000 PROFILE= 1 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNINGSECNO= 55.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73.700 PROFILE= 1 HYDRAULIC JUMP D.S. WARNINGSECNO= 73.700 PROFILE= 1 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE CAUTION SECNO= 73.700 PROFILE= 2 HYDRAULIC JUMP D.S . WARNING SECNO= 73. 700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPT ABLE RANGE WARNINGSECNO= 77 .700 PROFILE= 1 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNINGSECNO= 83.600 PROFILE= 1 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNING SECNO= 83 .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPT ABLE RANGE WARNING SECNO= 98.550 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 108.100 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINGSECNO= 108.100 PROFILE= 2 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNING SECNO= 113.900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113.900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPT ABLE RANGE WARNING SECNO= 116.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119 .200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINGSECNO= 130.900 PROFILE= 2 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNING SECNO= 160.200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 160 .200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPT ABLE RANGE WARNINGSECNO= 171.800 PROFILE= 2 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNING SECNO= 175.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINGSECNO= 175.300 PROFILE= 2 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE 1 06SEP94 23:48:10 PAGE 53 WARNING SECNO= 180.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINGSECNO= 180.400 PROFILE= 2 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNING SECNO= 181.120 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPT ABLE RANGE WARNINGSECNO= 181.120 PROFILE= 2 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNING SECNO= 186.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPT ABLE RANGE WARNING SECNO= 186.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 191.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 191.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 197.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 197.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 199 .000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 199 .000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPT ABLE RANGE WARNINGSECNO= 207.000 PROFILE= 1 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNING SECNO= 207.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 210 .800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPT ABLE RANGE WARNINGSECNO= 215.900 PROFILE= 1 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNING SECNO= 215.900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINGSECNO= 216.300 PROFILE= 1 CONYEYANCECHANGEOUTSIDEACCEPTABLE RANGE WARNING SECNO= 216.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 221.100 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINGSECNO= 221.100 PROFILE= 2 CONVEYANCECHANGEOUTSIDEACCEPTABLE RANGE 1 06SEP94 23:48:10 PAGE 54 FLOODWAY DATA, WOLF PEN CREEK PARK CORR PROFILE NO. 2 -------FLOODW A Y -------WATER SURFACE ELEV A TION STATION WIDTII SECTION MEAN Willi WITIIOUT DIFFERENCE AREA VELOCITY FLOODWA Y FLOODWA Y 26.300 369. 1950. 2.9 248.4 247.5 .9 37.300 338. 2497. 2.3 249.4 248.5 .9 45.600 240. 1648. 3.5 250.3 249.4 .9 49.200 266. 1596. 3 .6 251.0 250.1 .9 55.000 436. 2311. 2.5 252.1 251.2 .9 61.000 352. 2196. 2.6 252.6 251.7 .9 69.000 96. 557. 10.1 254.8 254.1 .7 70.000 42. 416. 13.5 256.0 255.9 .1 73.700 42. 611. 9.2 261.8 261.7 .1 75 .100 340. 2873. 2 .0 263.5 263.4 .1 77.700 491. 4147. 1.4 263.7 263 .6 .1 80.800 369. 3214. 1.7 263.7 263.6 .1 83.600 318. 2383. 2.4 263.8 263.7 .1 85.550 222. 1845. 3.0 264.0 263.8 .2 88 .150 191. 1614. 3.5 264.4 264 .1 .3 91.900 180. 1522. 3.7 264.9 264.5 .4 95.000 179. 1422. 3.9 265.6 265 .1 .5 98.550 262. 2109. 2.6 266.1 265.5 .6 103.000 209 . 1709. 3.2 266 .6 265 .9 .7 108.100 150. 1201. 4.7 267 .2 266.5 .7 112.000 100. 1131. 5.0 268.1 267.3 .8 112.900 120. 1409. 4.0 268.5 267.6 .9 113 .900 42. 591. 9.5 268.2 267.3 .9 116.200 42 . 603. 9.3 269.7 269.0 .7 116.700 92. 1232. 4.6 271.0 270.6 .4 119.200 332. 3079. 1.9 271.5 271.0 .5 124.000 197. 1508 . 3.8 271.8 271.3 .5 126.000 174. 1160. 5.0 272.4 271.7 .7 130.900 281. 2088 . 2.8 273.9 273.1 .8 135.600 196 . 1369. 4.2 274 .8 274.0 .8 145.600 258 . 1515. 2.9 277.1 276.2 .9 156.400 128. 992. 4.5 279.6 278 .6 1.0 160.200 241. 1619. 2.8 280.6 279 .6 1.0 163.000 235 . 1491. 3.1 281.2 280.3 .9 171.800 50. 427. 9.3 284 .6 283.8 .8 175.300 223 . 1448. 2 .7 287.2 286.3 .9 179.400 177. 1145. 3.4 287 .9 287.2 .7 180.400 228. 686. 5.7 288.1 287.5 .6 181.120 206. 629. 6.2 287.8 286.9 .9 186.000 85 . 723 . 5.4 288.6 287.8 .8 189.000 65. 528. 7.4 289.5 288.9 .6 191.500 142. 884. 4.4 290.9 290.2 .7 1 06SEP94 23:48:10 PAGE 55 FLOODWA Y DATA, WOLF PEN CREEK PARK CORR PROFILE NO. 2 -------FLOODW A Y -------WATER SURFACE ELEV A TION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWA Y FLOODWA Y 194.300 146. 1081. 3 .6 291.4 290.7 .7 197.000 79. 596. 6 .5 291.7 291.1 .6 199.000 120. 947. 4.1 292.7 292.1 .6 201.000 93. 894. 1.7 293.0 292.4 .6 203.000 89. 727. 2.1 293.1 292.5 .6 207 .000 52. 307. 5.0 293.7 293.2 .5 209.000 57 . 333. 4.6 294.7 294.1 .6 210.800 26. 166. 9.2 295.3 294.7 .6 213.300 39. 284. 5.4 298.2 297.3 .9 215.300 48 . 240. 6.4 299.3 298.8 .5 215.900 90 . 340. 4.5 300.1 299.5 .6 216.300 140. 561. 2.7 301.9 301.8 .1 216.500 112. 480. 3.2 302.4 302.4 .0 219 .200 94. 402 . 3.8 302.9 302.8 .1 221.100 57. 237. 6.5 303.4 303.3 .1 223 .200 46. 213. 7.2 304.6 304.5 .1 inted by Natalie Thomas Jm: Jan Schwartz Natalie Thomas bject: Southcreek 8/17 /95 =NOTE===============8/17/95==2:46pm== have a signed Temporary Blanket ility Easement from Real Alchemy 1, P. on Lots 3 through 7, Block A, and ·t 1, Block C, Eastmark Phase II 1hich our file indicates is Southcreek 1ase 1) • Page: 1 5:58pm ... 88.150 191. 1614. 3.5 264.4 264.1 .3 91.900 180. 1522. 3.7 264.9 264.5 .4 95.000 131. 1030. 5.4 265.7 265.2 .5 98.550 279. 2316. 2.4 266.6 265.9 .7 103.000 226. 1873. 2.9 266.9 266.2 .7 108.100 157. 1268. 4.4 267.5 266.7 .8 112.000 100. 1146. 4.9 268.4 267.5 .9 112.900 120. 1424. 4.0 268.6 267.7 .9 113.900 42. 597. 9.4 268.4 267.4 1.0 116.200 42. 606. 9.3 269.8 269.1 .7 116.700 92. 1237. 4.6 271.1 270.7 .4 rwJrh~ 119.200 333. 3104. 1.9 271.5 271.0 .5 .:Cl 124.000 198. 1524. 3.8 271.8 271.3 .5 126.000 174. 1170. 4.9 272.4 271.7 .7 130.900 281. 2094. 2.8 273.9 273.1 .8 135.600 197. 1372. 4.2 274.8 274.0 .8 145.600 259. 1515. 2.9 277.1 276.2 .9 156.400 128. 992. 4.5 279.6 278.6 1.0 160.200 241. 1618. 2.8 280.6 279.6 1.0 163.000 235. 1491. 3.1 281.2 280.3 .9 171.800 50. 427. 9.3 284.6 283.8 .8 175.300 223. 1448. 2.7 287.2 286.3 .9 179.400 177. 1145. 3.4 287.9 287.2 .7 180.400 228. 686. 5.7 288.1 287.5 .6 181.120 206. 629. 6.2 287.8 286.9 .9 186.000 85. 723. 5.4 288.6 287.8 .8 189.000 65. 528. 7.4 289.5 288.9 .6 191.500 142. 884. 4.4 290.9 290.2 .7 1 07SEP94 00:20:33 PAGE 55 FLOODWAY DATA, WOLF PEN CREEK PARK CORR PROFILE NO. 2 -------FLOODW A Y -------WATER SURFACE ELEV A TION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWA Y FLOODWA Y 194.300 146. 1081. 3.6 291.4 290.7 .7 197.000 79. 596. 6.5 291.7 291.1 .6 199.000 120. 947. 4.1 292.7 292.1 .6 201.000 93. 894. 1.7 293.0 292.4 .6 203.000 89. 727. 2.1 293.1 292.5 .6 207.000 52. 307. 5.0 293.7 293.2 .5 209.000 57. 333. 4.6 294.7 294.1 .6 210.800 26. 166. 9.2 295.3 294.7 .6 213.300 39. 284. 5.4 298.2 297.3 .9 215.300 48. 240. 6.4 299.3 298.8 .5 215.900 90. 340. 4.5 300.1 299.5 .6 216.300 140. 561. 2.7 301.9 301.8 .1 216.500 112. 219.200 94. 221.100 57. 223.200 46. 480. 3.2 402. 3.8 237. 6.5 213. 7.2 302.4 302.4 302 .9 302.8 303.4 303 .3 304.6 304.5 .0 .1 .1 .1 \N?G--UCZ. .00\ GR 254.0 1315 248.0 1325 246.39 1330 246.39 1340 254.0 1355 GR 256 .0 1580 260.0 1660 262.0 1850 270.0 1850 270.0 2160 SECTION CUTOFF AT HOLLEMAN R.O.W. Xl 83.60 13 1360 1395 270 160 280 GR 270.00 1000 263.4 1000 260.0 1180 258.0 1270 256. 0 1285 GR 254.0 1360 246 .37 1370 254.0 1395 256.0 1400 260.0 1560 GR 262.0 1700 264.0 1760 270 .0 1760 SECTION CUTOFF AT HOLLEMAN R.0.W. Xl 85.55 13 1410 1455 200 270 195 GR 270.00 1000 263.6 1000 258.0 1290 256.0 1315 254.0 1410 GR 252.0 1420 246.64 1430 252.0 1435 254.0 1440 258.0 1455 GR 260.0 1480 262.0 1515 270.0 1795 SECTION CUTOFF AT HOLLEMAN R.O.W. Xl 88 .15 12 1400 1445 280 230 260 GR 270.00 1000 263.6 1140 262.0 1270 260.0 1330 256.0 1400 GR 254.0 1430 246.61 1440 254.0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270.0 1670 SECTION CUTOFF AT SEARS SERVICE CENTER Xl 91.90 14 1660 1705 450 200 375 GR 270.00 1470 266 .0 1470 264.0 1540 262.0 1565 260 .0 1600 GR 258.0 1625 256.0 1660 254 .0 1670 247.49 1675 254.0 1680 GR 256 .0 1705 258.0 1780 260 .0 1815 270 .0 1965 SEARS SERVICE CENTER -ADD Q FROM UNIV. COMM. -WITH RETAINING WALL Xl 95 .00 16 1181 1211 170 350 310 GR 266.01 1000 264.56 1057 263.16 1107 262.36 1157 262.36 1181 GR 253.06 1190 251.96 1207 256.94 1211 257.94 1257 259 .24 1307 GR 268.00 1308 268.82 1457 270.32 1507 277.65 1607 282.35 1699 GR 280.36 1780 1 07SEP94 00:20:33 PAGE 4 QT 2 5515 5515 Xl 98.55 13 1670 1695 360 170 355 GR 269.35 1140 266.0 1240 264 .0 1340 262.0 1420 260.0 1500 GR 258.0 1595 256.0 1620 254 .0 1670 252 .58 1675 260.0 1695 GR 262.0 1770 268.0 1955 270.0 1990 Xl 103.00 15 1515 1540 150 600 445 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1450 260 .0 1480 GR 258.0 1515 256.0 1535 254.0 1540 253.84 1542 254 .0 1545 GR 258.0 1590 260.0 1650 262.0 1660 264.0 1760 270 .0 1885 QT 2 5630 5630 Xl 108.10 17 1330 1365 500 220 510 GR 272.0 1000 270.0 1035 268 .0 1080 267.5 1180 267.5 1250 GR 259 .1 1290 258.0 1330 254.76 1342 256.0 1355 258.0 1365 GR 260.0 1390 262 .0 1420 264 .0 1470 266.0 1575 268.0 1650 GR 270.0 1765 272.0 1800 NC .065 .065 Xl 112.00 11 1510 1610 360 320 390 GR 272.0 1000 270.0 1130 268.0 1170 266.7 1420 266.7 1490 GR 263.50 1510 254.00 1540 254.00 1580 263.5 1610 270.0 1815 GR 272.0 1850 NC .3 .5 Xl 112.90 12 1480 1600 100 250 90 GR 272.0 1000 270 .0 1100 268.0 1170 266.67 1380 266.67 1450 GR 265.0 1480 254.00 1510 254.00 1570 265.0 1600 269.7 1710 GR 269.7 1790 272.0 1820 ET 0 7.11 1310 1480 Xl 113.90 12 1418 1460 100 100 100 GR 271.21 1000 270.4 1140 269.86 1240 269.32 1340 269.04 1418 GR 254.19 1418 254.19 1460 269 .04 1460 270.11 1500 271.00 1600 GR 271.49 1700 272.12 1800 NC .015 SB 1.25 1.50 2.9 0 42 2 400 0 255.34 254.19 ET 0 7.11 1310 1480 Xl 116.20 230 230 230 1.15 X2 1 265.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 1240 269.86 0 BT 1340 269.32 0 1418 269.04 0 1460 269.04 0 1500 BT 270.11 0 1600 271.00 0 1700 271.49 0 1800 272.12 BT 0 NC .075 .075 .055 ET 0 9.4 Xl 116.70 15 1495 1587 50 50 50 GR 272.06 1000 271.48 1100 270.94 1200 270.4 1300 269.86 1385 GR 269.68 1445 264.0 1495 255.34 1520 255.34 1562 264.0 1587 GR 271.0 1650 271.24 1750 271.87 1850 272.5 1950 272.82 2050 1 07SEP94 00:20:33 PAGE 5 QT 2 5763 5763 NC .1 .3 Xl 119.20 9 1300 1337 250 250 250 GR 271.48 1000 264.0 1030 262.0 1290 260 .0 1300 256.12 1310 GR 260.0 1337 264.0 1380 268.0 1465 272.5 1510 Xl 124.00 12 1300 1330 580 300 480 GR 276.0 1000 274.0 1070 274.0 1190 270.0 1190 264.0 1215 GR 264.0 1250 264.4 1300 256.42 1310 264.4 1330 266.0 1410 GR 270.0 1490 273.13 1820 Xl 126.00 15 1470 1500 240 180 200 GR 278.0 1000 276 .0 1040 274 .0 1140 275 .0 1265 270.0 1265 .... 'i'/PG--ucz -oar GR 268.0 1285 266.0 1455 264 .0 1470 262.0 1480 257.78 1488 GR 262.0 1495 264.0 1500 270.0 1525 272 .0 1620 273.13 1840 NC .090 .090 .075 ET 0 8.4 Xl 130.90 12 1050 1080 500 370 490 GR 278.0 1000 278 .0 1030 276.0 1050 260.0 1070 264.0 1080 GR 266 .0 1110 268.0 1370 270.0 1390 272 .0 1500 274.0 1790 GR 276.0 1970 277.0 2030 Xl 135 .60 17 1575 1620 340 300 470 GR 280.0 1000 278.0 1010 276.0 1020 276.0 1270 274.0 1460 GR 272.0 1515 270.0 1540 268.0 1550 266.0 1575 263.14 1590 GR 266.0 1620 268.0 1670 270.0 1680 272.0 1790 274.0 1980 GR 276 .0 2160 277 .0 2220 QT 2 4444 4444 Xl 145.60 10 1600 1640 410 450 1000 GR 278.0 1000 276.0 1170 274.0 1290 272.0 1510 270 .0 1600 GR 266.0 1615 265.95 1624 266.0 1628 270.0 1640 280.0 1760 Xl 156.40 13 1135 1190 520 600 1080 GR 283.24 1120 283.24 1120 283.24 1120 274.0 1135 272.0 1145 GR 270 .0 1150 267.52 1155 270.0 1175 272 .0 1190 274.0 1260 GR 276.0 1330 278 .0 1370 280.0 1480 QT 2 4564 4564 ET 0 5.4 Xl 160 .20 15 1360 1400 250 220 380 GR 282.0 1000 280.0 1065 278 .0 1080 276 .0 1130 276.0 1240 GR 274.0 1290 272.0 1360 270 .0 1365 266 .79 1375 270 .0 1385 GR 274.0 1400 276.0 1420 278.0 1470 280 .0 1555 282.0 1610 Xl 163.00 14 1460 1492 350 240 280 GR 284.0 1230 280.0 1230 280.0 1245 278 .0 1300 276.0 1460 GR 270.0 1475 268.98 1480 270.0 1485 272.0 1492 274 .0 1515 GR 276.0 1600 278.0 1665 280.0 1690 284.0 1745 1 07SEP94 00:20:33 PAGE 6 QT 2 3969 3969 Xl 171.80 11 1385 1415 400 480 850 GR 286.0 1340 284 .09 1340 284 .09 1340 276 .0 1385 271.0 1400 GR 280.0 1415 282.0 1430 284 .0 1520 286 .0 1570 288 .0 1690 GR 290 .0 1730 ET 0 2.4 Xl 175.30 13 1310 1350 330 420 350 GR 286.8 1000 284.0 1150 282.0 1240 280.0 1290 278.0 1310 GR 270.72 1330 280.0 1350 282.0 1360 284.0 1380 290.0 1380 GR 290.0 1540 290 .0 1565 290 .0 1640 WARNING SECNO= 216.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 221.100 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 221.100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 06SEP94 23:48:10 PAGE 54 FLOODWAY DATA, WOLF PEN CREEK PARK CORR PROFILE NO. 2 -------FLOODWA Y -------WATER SURFACE ELEVATION STATION / WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE . AREA VELOCITY FLOODWA Y FLOODWA Y 2.9 248.4 247.5 .9 2 .3 249.4 248.5 .9 1648. 3.5 250.3 249.4 .9 266. 1596. 3 .6 251.0 250.1 .9 436. 2311. 2.5 252 .1 251.2 .9 352. 2196 . 2.6 252.6 251.7 .9 96. 557. 10.1 254.8 254.1 .7 42. 416. 13.5 256.0 255.9 .1 73.700 42. 611. 9.2 261.8 261.7 .1 75.100 340. 2873. 2.0 263.5 263.4 .1 77.700 491. 4147. 1.4 263.7 263 .6 .1 80.800 369. 3214. 1.7 263 .7 263.6 .1 83.600 318. 2383. 2.4 263 .8 263 .7 .1 85.550 222. 1845. 3.0 264.0 263.8 .2 88.150 191. 1614. 3.5 264.4 264.1 .3 91.900 1522. 3.7 2Q. . 264.5 .4 95.000 1422. 3 .9 265.1 .5 98.550 2109. 2 .6 66.1 265.5 .6 103 .000 209. 1709. 3 .2 2 .6 265.9 .7 108.100 150. 1201. 4.7 267.2 266.5 .7 112.000 100. 1131. 5.0 268.1 267.3 .8 112 .900 120. 1409. 4.0 268.5 267 .6 .9 113.900 42. 591. 9.5 268.2 267.3 .9 116.200 42. 603. 9.3 269.7 269.0 .7 116.700 92. 1232. 4.6 271.0 270.6 .4 119.200 332. 3079. 1.9 271.5 271.0 .5 124.000 197 . 1508 . 3.8 271.8 271.3 .5 126.000 174 . 1160 . 5.0 272.4 271.7 .7 130.900 281. 2088. 2.8 273 .9 273 .1 .8 135.600 196. 1369. 4.2 274.8 274 .0 .8 145.600 258. 1515. 2 .9 277 .1 276.2 .9 FLOODWAY DATA, WOLF PEN CREEK PARK CORR PROFILE NO. 2 -------FLOODW AY -------WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWA Y 26.300 366. 1938. 2.9 248.3 247.4 .9 37.300 336. 2481. 2.3 249.3 248.4 .9 45.600 239. 1632. 3.5 250.2 249.3 .9 49.200 265. 1577. 3.6 250.9 250.0 .9 55.000 432. 2277. 2.5 252.1 251.1 1.0 61.000 350. 2171. 2.5 252.6 251.7 .9 69.000 96. 552 . 10.0 254.8 254.1 .7 70.000 42. 414. 13.3 256.0 255.9 .1 73.700 42. 598. 9.2 261.5 261.4 .1 75.100 340. 2773. 2.0 263.2 263.1 .1 77 .700 481. 3947. 1.4 263.4 263.3 .1 80.800 349. 3010. 1.8 263.4 263.3 .1 83.600 299. 2212. 2.5 263.5 263.4 .1 85.550 209. 1729. 3.2 263.8 263.6 .2 88.150 186. 1551. 3.6 263.9 .3 91.900 1 5. 1463. 3.8 264.3 .4 95.000 1380. 4.0 264.9 .6 98.550 2050. 2.7 265.4 .7 103 .000 207. 1695. 3.3 265.8 .7 108.100 148. 1182. 4.8 267.1 266.4 .7 112.000 100. 1129. 5.0 268.2 267.3 .9 112.900 120. 1406. 4.0 268.5 267.6 .9 113.900 42. 590. 9.5 268.2 267.3 .9 116.200 42. 603. 9.3 269.7 269.0 .7 116.700 92. 1231. 4.6 271.0 270.6 .4 119.200 331. 3074. 1.9 271.5 271.0 .5 124.000 197. 1504. 3.8 271.8 271.3 .5 126.000 173. 1158. 5.0 272.4 271.7 .7 130.900 280 . 2087. 2.8 273.9 273.1 .8 135.600 196. 1368. 4 .2 274.8 274.0 .8 145.600 258. 1515. 2.9 277.1 276.2 .9 156.400 128 . 992. 4.5 279.6 278.6 1.0 160.200 241. 1619. 2.8 280.6 279.6 1.0 163.000 235 . 1491. 3.1 281.2 280.3 .9 171.800 50. 427. 9.3 284.6 283.8 .8 175.300 223 . 1448. 2.7 287.2 286.3 .9 179.400 177. 1145. 3.4 287.9 287 .2 .7 180.400 228. 686. 5.7 288.1 287.5 .6 181.120 206. 629. 6.2 287.8 286 .9 .9 186 .000 85. 723. 5.4 288.6 287.8 .8 189.000 65 . 528. 7.4 289.5 288 .9 .6 191.500 142. 884. 4.4 290.9 290.2 .7 1 06SEP94 16:26:02 PAGE 55 / Drainage Report for South Creek Phase I Lot l , Blocks l & 2 Morgan Rector League, Abstract No. 46 College Station, Brazos County, Texas UNIVERSITY COMMONS Prepared for : Jimmy Goodson Capstone Development Prepared by : Municipal Development Group 203 Holleman Drive East College Station, Texas 77840 June 1994 Approved by : North B. Bardell, P .E . UNIVERSITY COMMONS General Location This tract is located on both sides of Colgate Drive between Eastmark Drive and Central Park Lane, and extends north towards Wolf Pen Creek. Property Description The tract under consideration consists of 16.43 acres ofland that is currently vacant, abandoned pasture and woodland. It is bounded on the southeast by Block 1, Lots 1 & 2 of Eastmark Subdivision and to the Northwest by Block C, Lot lR of the Wolf Pen Creek Dedication. Primary Drainage Basin Description The entire tract under consideration is well graded and drains to the north into Wolf Pen Creek. This project proposes draining all the runoff into the creek as quickly as possible. This proposal is made because Highway 6 restricts Wolf Pen Creek. The time of concentration for this tract is 10 minutes and is long before the time of concentration of Wolf Pen Creek (3 .17 Hours). The additional runoff and fill in the floodplain will not raise the calculated water surface elevation of the creek more than a foot during the 100 year flood and still allows for encroachment in the area . It is also proposed that a landscaped, block wall channel be constructed in the west comer and the channel originating at the end of the culdesac on Eastmark Drive be put into an 30" RCP and covered, as it has eroded badly. All storm sewer designs were based on quantities for the 100 year storm. The grate inlets in the parking areas will carry the maximum flow with 6" of ponding. The storm sewer will likewise carry the entire flow and there will not be any backwater effects at the 100 year event. The University Commons Apartment Complex lies partially within the Flood Plain as depicted by the Nathan D . Maier's Flood Study (See Site Drainage/Grading Plan). Output from the Nathan D . Maier's Flood Study is included in this report along with two modified versions of the same study. It is included in its existing form, in the same form with additional flow from University Commons, and in the second form with the additional fill in the floodplain. Conclusion The design depicted is well within the standards of good practice and of the City of College Station Drainage Policy. INAGEAREA Rational Method (Q = CIA) Pre-Development Area Description (acres) ~ C(area) Grassland 16.46 0.35 5.761 Post-Development Area Description (acres) ~ C(area) Landscaping 2.82 0.35 0.987 Impervious Area 13.64 0.90 12.276 16.46 13.263 Cavg = 13.263 I 16 .46 = 0 .81 Runoff Req'd Storage Frequency Intensity* Cpre Cpost Qpre Qpost Vpre Vpost Volume (years) (in/in) (cfs) (cfs) .(Qfl .(Qfl .(Qfl 100 12.6 0.35 0.81 72.59 167 .11 65330 150402 85073 50 11.1 0 .35 0.81 63 .95 147.22 57552 132497 74945 25 9.9 0 .35 0.81 57.03 131 .30 51331 118173 66843 10 8.6 0.35 0.81 49.54 114 .06 44590 102656 58065 5 7.7 0 .35 0.81 . 44.36 102.13 39924 91913 51989 *NOTE : Tc= 10 min 100 Year Hydrograph 1 5 0 ·-·-·--··········--·-·-···············-·-·-·-···········-·-·-···-····· ·····-·-·-·-·····-·-·· ·-·-···············-·-·-·-·-············-·-·-·-···-········--·-·-············-·-·-·-·-·······-···-····-·········-·······-·-·-·--········--·--·-· ........... ~ ~ 1 0 0 ·-·-·-·····-····-·-·-·-···············-·-·--············-·-·--·········-····-·-···············-····-·-···········-·-·-·-·-··--·····-·-·-·-······-···--·-·················-·--··-·············--·-·-···············-····-·-····--····-·-····-· a 50 0 5 10 15 20 25 30 Time (min) 1---Qpre ---Qpost I •' '··· r PIPE CAPACITY FOR 2X4 BOX CULVERT Manning's Formula (Q = 1.486/n A R"(2/3) S"(1 /2)) n = 0.013 A = 8.00 sq. ft. WP = 12.00 ft. R = A/WP ft . R = 0.67 ft . s = 0.0241 in.fin . Q = 108.3 c.f.s. *Capacity of Box Culvert V = 13.5 f.p .s. *Velocity of Box Culvert Arr. 296) FLOW IN SEWERS 385 3 1,0.00 3'q• 900 '9' eoo I •. 16' 15' UINV' 4 14' 13' ·i 12' II' 00 110• qr is 6 c 0 u °G QI c U) 7 0 L u • " I/) 0. .. + 8 • 60" L • a. " " + 54"+ 0 LL. q u QI + c " 48" E ts ·-... a ~ ,., u Q QI :t 10 IPO :a. 42" CD 0. u ::> 0 0 v a. (/) °i II 36"0. > 12 "l.7'" ~ ~ 24" 21" 18" 10 Fla. H8.-Diacram for eolutioa or Maaaiac Formula for cireula.r pipea flowiac Cull. n • 0.013. ,,~ ~ JI ~· I; ~~ t\ AJ:r. 296) FLOW IN SEWERS 385 3 ~0.00 r 900 'f aoo I '. 16' 700 IS' ~UUUIJ" 4 14' 'soo 13' 1500 12' '11. ~0.0005 5 00 110• 9' ------~ 6 c 0 u ~ GI c 0.002 (/) 7 0 I.. u 0 II I/) a. ... +8 • 60" I.. 0 a. 54"! 0 + 0 u. q u u :; c u 48" E IS i.. IS c:: 0 GI a. 0 (/) 10 P'to. 148.-Diacram for 110lution o( MaDDinit Formula for circular piiie-Bowinc Cull. n -0.013. 10 Fla. 1'8.-Diacram for 10lution of MaDilinc Formula for circular piPN llowllla full. " -0.013. 384 W .ATER SUPPLY AND SEWERAGE (CllA.P. XVII 100 % 90 =190 1 2.o 80 484 L 4J 0. 20 +-0 0 II. 0 :a :J 0 i: 10·-:(! 9 ·-+ 8 c cs 7 & 6 5 4 3. 2 1.0 78 72 66 24 E L. ·21.: Cll 18 E a 0 15 41 . ~ Cl. 12 10 8 6 3.0 Flo. 1-i7.-Diaeram for 110lution or Mannin1 Formula for c:in:ular pipe1 B.owin1 lull. " ·-0.013. c c 19 c 26.30 0.00 0.00 c 75.10 c 77.70 c 80.80 c 83.60 c 85.55 c 88.15 c 91.90 c 95.00 C112.90 C113.90 C156.40 C163.00 C171.80 C179.40 C180.40 C186.00 Tl T2 T3 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE WEST LANE, U/S IS MOST RESTRICTIVE (4-10' X 8') W'X H' ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE SECTION CUTOFF AT HOLLEMAN R.0.W. AND LOWE'S BUILDING SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING SECTION CUTOFF AT HOLLEMAN R.O.W. SECTION CUTOFF AT HOLLEMAN R.O.W. SECTION CUTOFF AT HOLLEMAN R.O.W. SECTION CUTOFF AT SEARS SERVICE CENTER SECTION CUTOFF AT SEARS SERVICE CENTER 100' D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECTION D/S FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION SECTION CUTOFF AT XMAS STORE SECTION CUTOFF AT TACO BELL SECTION CUTOFF AT CAR WASH 100' D/S OF BOX CULVERT ON TEXAS AVENUE D/S FACE BOX CULVERTS ON TEXAS AVENUE 100' U/S BOX CULVERTS=182.40 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--NDMCE-RERUN MAY 1990 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL CONDITIONS *-----------------------------------* S U M P 0 Interactive Summary Printout for MS/PC-DOS micro computers May 1991 *-----------------------------------* NOTE -Asterisk (*) at left of profile number indicates message in summary of errors list WOLF PEN CREEK PARK CORR Summary Printout * * * * * * * * * * SECNO 26.30 26.30 37.30 37.30 45.60 45.60 49.20 49.20 55.00 55.00 61. 00 61. 00 69.00 69.00 70.00 70.00 73.70 73.70 75.10 75.10 77.70 77.70 80.80 80.80 83.60 Q 5645.00 5645.00 5645.00 5645.00 5645.00 5645.00 5645.00 5645.00 5645.00 5645.00 5515.00 5515.00 5515.00 5515.00 5515.00 5515.00 5515.00 5515.00 5515. 00 . 5515.00 5515.00 5515.00 5515.00 5515.00 5515.00 CWSEL 247.44 248.34 248.42 249.35 249.34 250.27 250.01 250.91 251.13 252.0fr 251.69 252.63 254.06 254.71 255.86 255.96 261. 43 261. 55 263.14 263.24 263.26 263.35 263.32 263.43 263.40 STEN CL .00 1153.00 .00 1331.77 .00 1115.05 .00 1081.63 .00 1267.06 .00 1322.01 .00 1940.00 .00 1700.00 .00 1700.00 .00 1425.00 .00 1313.40 .00 1271. 80 .00 STENCR .00 1518.86 .00 1667.75 .00 1353.55 .00 1346.33 .00 1699.22 .00 1671.95 .00 2040.00 .00 1742.00 .00 1742.00 .00 1765.00 .00 1794.43 .00 1620.79 .00 TO PW ID 782.00 365.86 617.43 335.98 399.82 238.51 810.04 264.70 789.50 432.16 687.65 349.94 93.51 95.69 42.00 42.00 42.00 42.00 340.00 340.00 742.61 481.03 845.45 348.99 742.06 * 83.60 5515 .00 263.53 1228 .67 1527.34 298.67 85.55 5515.00 263.56 .00 .00 567.93 85.55 5515.00 263.75 1245 .92 1455.00 209.08 88.15 5515.00 263 .85 .00 .00 458.59 88 .15 5515 .00 264.14 1328.33 1514 .82 186 .49 91. 90 5515.00 264.32 .00 .00 351. 01 91.90 5515.00 264 .74 1616.94 1792.35 175.41 95.00 5515 .00 264.89 .00 .00 383.37 95.00 5515.00 265.48 1181.00 1356.54 175.54 * 98.55 5515.00 265.38 .00 .00 603 .43 * 98.55 5515 .00 266.07 1459.22 1714.22 254.99 103.00 5515.00 265.77 .00 .oo 545.14 103 .00 5515 .00 266.47 1446.25 1653.70 207.45 * 108.10 5630.00 266.38 .00 .00 334.06 * 108.10 5630.00 267.13 1294 .81 1442.72 147.91 112.00 5630.00 267 .27 .00 .00 419.11 112.00 5630.00 268 .14 1510.00 1610.00 100.00 112.90 5630.00 267.56 .00 .00 419.74 112.90 5630.00 268.46 1480.00 1600.00 120.00 * 113.90 5630 .00 267.30 .00 .00 42.00 113.90 5630.00 268.25 1310.00 1480 .00 42.00 * 116.20 5630.00 268.98 .00 .00 42.00 * 116.20 5630.00 269.69 1310.00 1480 .00 42.00 116 .70 5630.00 270.63 .00 .00 389.83 * 116.70 5630.00 271 .07 1495.00 1587 .00 92.00 * 119.20 5763.00 270.98 .00 .00 492.78 * 119.20 5763.00 271. 50 1059.36 1390 .61 331.26 * 124.00 5763.00 271.26 .00 .00 432.07 * 124.00 5763.00 271.80 1226.66 1423.33 196.67 126.00 5763.00 271.70 .00 .00 340.80 126 .00 5763.00 272 .37 1326 .72 1500.00 173.28 130.90 5763 .00 273 .12 .00 .00 608.49 * 130 .90 5763.00 273.94 1050.00 1333.06 280 .47 135.60 5763.00 274.02 .00 .00 523.47 135.60 5763 .00 274 .81 1554.29 1750.39 196.10 145.60 4444.00 276 .15 .00 .00 556.66 145.60 4444.00 277.09 1381.55 1640.00 258 .45 156.40 4444.00 278 .63 .00 .00 277.28 156.40 4444.00 279 .63 1135 .00 1263.32 128.32 * 160.20 4564.00 279.63 .00 .00 4 71. 41 * 160.20 4564.00 280.64 1162.16 1402.74 240.58 163.00 4564.00 280 .34 .00 .00 464.68 163.00 4564.00 281.29 1368.07 1603.37 235.30 171. 80 3969.00 283 .79 .00 .00 168.49 * 171. 80 3969.00 284.58 1372 .67 1422.97 50.29 * 175.30 3969.00 286.28 .00 .00 352.22 * 175.30 3969.00 287.19 1137.28 1360.72 223.44 179.40 3900.00 287.20 .00 .00 281.70 179.40 3900.00 287 .88 1046.44 1223.41 176.97 * 180.40 3900.00 287.50 .00 .00 466.76 * 180.40 3900.00 288.06 1100.00 1340.00 227.85 * 181.12 3900 .00 286.90 .00 .00 401. 90 * 181.12 3900.00 287.80 1100.00 1340.00 206.02 * 186.00 3900 .00 287.85 .00 .00 214.57 * 186.00 3900.00 288.61 1185.00 1270.00 85.00 189.00 3900 .00 288.91 .00 .00 140.84 189.00 3900.00 289.55 1370.00 1435.00 65.00 * 191.50 3900 .00 290.15 .00 .00 453.95 * 191.50 3900.00 290.82 1348.36 1490.00 141.64 194.30 3855.00 290.74 .00 .00 228.73 194.30 3855 .00 291.41 1212.91 1359.06 146.15 * 197.00 3855.00 291.13 .00 .00 153.33 * 197.00 3855.00 291.70 1237.77 1317.21 79.43 * 199.00 3855.00 292.10 .00 .00 241.54 * 199.00 3855.00 292.74 1260.00 1380.00 120.00 201. 00 1536.00 292 .43 .00 .00 203.62 201.00 1536.00 293 .04 1272.27 1364.92 92.65 203.00 1536.00 292.47 .00 .00 184.55 203.00 1536.00 293.07 1212.56 1301.41 88.85 * 207.00 1536 .00 293.17 .00 .00 111.68 * 207.00 1536 .00 293.70 1334.03 1385.57 51.54 209.00 1536.00 294.09 .00 .00 112.40 209.00 1536.00 294.69 1169.96 1227.00 57.04 210.80 1536.00 294.69 .00 .00 56.29 * 210.80 1536 .00 295.25 1185.00 1210.73 25.73 213.30 1536.00 297.31 .00 .00 63.40 213.30 1536.00 298.18 1225 .85 1265.00 39.15 215.30 1536.00 298.84 .00 .00 80.57 215.30 1536.00 299.36 1285.47 1333 .88 48.41 * 215.90 1536.00 299.53 .00 .00 76.17 * 215.90 1536.00 300.17 1070.00 1210.00 90.30 * 216.30 1536.00 301.82 .00 .00 139.28 * 216.30 1536.00 301.92 1070.00 1210.00 139.70 216.50 1536.00 302.45 .00 .00 177.85 216.50 1536.00 302.48 1269.56 1381. 72 112.16 219.20 1536.00 302.78 .00 .00 148.58 219.20 1536.00 302.84 1216.85 1311.30 94.45 * 221.10 1536.00 303.32 .00 .00 69.84 * 221.10 1536.00 303.42 1150.00 1210.00 57.08 223.20 1536.00 304.51 .00 .00 91.45 223.20 1536.00 304.61 1074.42 1120.00 45.58 ~ 19 ~ 26.30 ~ 70.00 ~ .00 .10 ~ 77.70 ~ 80.80 ~ 83.60 ~ 85.55 ~ 88.15 ~ 91.90 ~ 95.00 ~ 95.00 C112.90 C113.90 C156.40 C163.00 C171.80 C179.40 C180.40 C186.00 Tl T2 T3 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE WEST LANE, U/S IS MOST RESTRICTIVE (4-10' X 8') W'X H' ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE SECTION CUTOFF AT HOLLEMAN R.O.W . AND LOWE'S BUILDING SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING SECTION CUTOFF AT HOLLEMAN R.O.W. SECTION CUTOFF AT HOLLEMAN R.O .W. SECTION CUTOFF AT HOLLEMAN R.O.W. SECTION CUTOFF AT SEARS SERVICE CENTER SECTION CUTOFF AT SEARS SERVICE CENTER ADD ADDITIONAL Q FROM UNIV. COMMONS AT THIS LOCATION 100' D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECTION D/S FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION SECTION CUTOFF AT XMAS STORE SECTION CUTOFF AT TACO BELL SECTION CUTOFF AT CAR WASH 100' D/S OF BOX CULVERT ON TEXAS AVENUE D/S FACE BOX CULVERTS ON TEXAS AVENUE 100' U/S BOX CULVERTS=182.40 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--NDMCE-RERUN MAY 1990 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL CONDITIONS *-----------------------------------* S U M P 0 Interactive Summary Printout for MS/PC-DOS micro computers May 1991 *-----------------------------------* NOTE -Asterisk (*) at left of profile number indicates message in summary of errors list WOLF PEN CREEK PARK CORR Summary Printout * * * * * * * * * * SECNO 26.30 26.30 37.30 37.30 45.60 45.60 49.20 49.20 55.00 55.00 61.00 61.00 69.00 69.00 70.00 70.00 73.70 73.70 75.10 75.10 77.70 77.70 80.80 80.80 83.60 Q 5740.00 5740.00 5740.00 5740.00 5740.00 5740.00 5740.00 5740.00 5740.00 5740.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 CWSEL 247.47 248.34 248.46 249.37 249.39 250.30 250.06 250.95 251.18 252.13 251.74 252.68 254.10 254.75 255.92 256.01 261. 74 261.86 263.44 263.53 263.55 263.64 263.61 263.71 263.68 STENCL .00 1153.00 .00 1330.53 .00 1113.66 .00 1079.78 .00 1264.87 .00 1320.29 .00 1940.00 .00 1700.00 .00 1700.00 .00 1425.00 .00 1306.34 .00 1260.56 .00 STENCR .00 1522.33 .00 1668.03 .00 1353.72 .00 1346.24 .00 1700.48 .00 1672.35 .00 2040.00 .00 1742.00 .00 1742.00 .00 1765.00 .00 1796.98 .00 1629.70 .00 TO PW ID 783.69 369.33 621. 57 337 .50 400.71 240 .06 810.42 266.46 791.14 435.62 692 .4 0 352.06 93.66 95.85 42.00 42.00 42.00 42.00 340.00 340.00 800.37 490.64 850.00 369.14 750.37 * 83.60 5610.00 263.80 1219.35 1537.33 317.98 85.55 5610.00 263.82 .00 .00 578.80 85.55 5610.00 264.00 1232.93 1455.00 222.07 88.15 5610.00 264.08 .00 .00 466.51 88.15 5610.00 264.35 1325.56 1516.41 190.85 91. 90 5610.00 264.52 .00 .00 360.80 91. 90 5610.00 264.91 1614.34 1794.45 180.11 95.00 5610.00 265.06 .00 .00 390.94 95.00 5610.00 265.60 1181.00 1359.93 178.92 * 98.55 5515.00 265.52 .00 .00 614.31 * 98.55 5515.00 266.16 1455.25 1716.82 261. 57 103.00 5515.00 265.88 .00 .00 552.84 103.00 5515.00 266.55 1442.28 1650.79 208.51 * 108.10 5630.00 266.46 .00 .00 337.17 * 108.10 5630.00 267.18 1294.65 1445.03 150.38 112.00 5630.00 267.32 .00 .00 429.07 112.00 5630.00 268.16 1510.00 1610.00 100.00 112.90 5630.00 267.59 .00 .00 426.67 112.90 5630.00 268.49 1480.00 1600.00 120.00 * 113.90 5630.00 267.33 .00 .00 42.00 113.90 5630.00 268.27 1310.00 1480.00 42.00 * 116.20 5630.00 269.00 .00 .00 42.00 * 116.20 5630.00 269.70 1310.00 1480.00 42.00 116.70 5630.00 270.65 .00 .00 393.34 * 116.70 5630.00 271.08 1495.00 1587.00 92.00 * 119.20 5763.00 271.00 .00 .00 493.01 * 119.20 5763.00 271. 51 1059.24 1390.84 331.59 * 124.00 5763.00 271.28 .00 .00 433.58 * 124.00 5763.00 271.81 1226.63 1423.73 197.10 126.00 5763.00 271.71 .00 .00 341.32 126.00 5763.00 272.37 1326.45 1500.00 173.55 130.90 5763.00 273.12 .00 .. 00 609.12 * 130.90 5763.00 273.94 1050.00 1333 .19 280.61 135.60 5763.00 274.02 .00 .00 523.91 135.60 5763.00 274.81 1554.27 1750.52 196.25 145.60 4444.00 276.15 .00 .00 556.69 145.60 4444.00 277.09 1381.53 1640.00 258.47 156.40 4444 .00 278.63 .00 .00 277.28 156.40 4444.00 279.63 1135.00 1263.32 128.32 * 160.20 4564.00 279.63 .00 .00 4 71. 41 * 16 0 .20 4564.00 280.64 1162.16 1402.74 240.57 163.00 4564.0 0 2 80 .34 .00 .00 464 .68 163.00 4564.00 281.29 1368.07 1603.37 235 .30 * 171. 80 3969.00 283.79 .00 .00 168.49 * 171.80 3969.00 284.58 1372.67 1422.97 50.29 * 175.30 3969.00 286.28 .00 .00 352.22 * 175.30 3969.0 0 2 8 7.19 1137.28 1360 .72 223.44 179.40 3900.00 287.20 .00 .00 281 .70 179.40 3900.00 287.88 1046.44 1223.41 176.97 * 180.40 3900 ,00 287.50 .0 0 .00 466.76 * 180.40 3900.00 288 .06 1100.00 1340.00 227.85 * 181.12 3900.00 286.90 .00 .00 401. 90 * 181.12 3900.00 287.80 1100.00 1340.00 206.02 * 186.00 3900.00 287.85 .00 .00 214 .57 * 186.00 3900.0 0 2 8 8.61 1185.00 12 7 0.00 85.00 189 .00 3900.00 288.91 .00 .00 140.84 189.00 3900.0 0 289.55 1370.0 0 1435 .00 65.00 * 191.50 3900.00 290.15 .0 0 .00 453.95 * 191.50 3900.0 0 290.82 1348.36 1490.00 141.64 194.30 3855.00 290.74 .00 .00 228.73 194.30 3855.00 291.41 1212.91 1359.06 146.15 * 197.00 3855.00 291.13 .00 .00 153.33 * 197.00 3855.00 291.70 1237.77 1317 .21 79.43 * 199.00 3855.00 292.10 .00 .00 241.54 * 199.00 3855.0 0 292.74 1260.0 0 1380.00 120.00 201.00 1536.00 2 9 2.43 .0 0 .00 203.62 201 .00 1536.0 0 293.04 1272.27 1364.92 92.65 203.00 1536.00 292.47 .0 0 .00 184.55 203.00 1536.00 293.07 1212.56 1301.41 88.85 * 207.00 1536.00 293.17 .00 .00 111. 68 * 207.00 1536.00 293.70 1334.03 1385 .57 51.54 209.00 1536.00 294.09 .00 .00 112 .40 209.00 1536.00 294.69 1169.96 1227.00 57.04 210.80 1536.00 294.69 .00 .00 56.29 * 210.80 1536.00 295.25 1185 .00 1210.73 25.73 213.30 1536.00 297.31 .00 .00 63.40 213.30 1536.00 298.18 1225 .85 1265.00 39.15 215.30 1536 .00 298.84 .00 .00 80.57 215.30 1536.00 299.36 1285.47 1333.88 48 .41 * 215 .90 1536.00 299.53 .00 .00 76.17 * 215.90 1536.00 300.17 1070.00 1210 .00 90.30 * 216.30 1536 .00 301.82 .00 .00 139.28 * 216.30 1536.00 301.92 1070.00 1210.00 139.70 216.50 1536 .00 302.45 .00 .00 177.85 216.50 1536.00 302.48 1269.56 1381.72 112.16 219.20 1536 .00 302.78 .00 .00 148.58 219.20 1536.00 302.84 1216.85 1311.30 94 .45 * 221 .10 1536.00 303.32 .00 .00 69 .84 * 221.10 1536.00 303.42 1150.00 1210.00 57.08 223.20 1536.00 304.51 .00 .00 91.45 223.20 1536 .00 304.61 1074 .42 1120 .00 45 .58 , 19 , 26.30 , 70.00 ~ 70 .00 .10 ~ .70 ~ 80.80 ~ 83.60 ~ 85.55 ~ 88 .15 ~ 91 .90 ~ 95.00 2 112.90 2113.90 2156.40 2163.00 C171.80 C179.40 C180.40 C186.00 Tl T2 T3 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE WEST LANE, U/S IS MOST RESTRICTIVE (4-10' X 8') W'X H' ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE SECTION CUT OFF AT HOLLEMAN R.O .W. AND LOWE'S ENTRANCE SECTION CUTOFF AT HOLLEMAN R.O.W . AND LOWE'S BUILDING SECTION CUTOFF AT HOLLEMAN R .O.W. AND LOWE'S BUILDING SECTION CUTOFF AT HOLLEMAN R.O.W. SECTION CUTOFF AT HOLLEMAN R .O.W . SECTION CUTOFF AT HOLLEMAN R.O.W. SECTION CUTOFF AT SEARS SERVICE CENTER SEARS SERVICE CENTER -ADD Q FROM UNIV. COMM. -WITH RETAINING WALL 100' D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECTION D/S FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION SECTION CUTOFF AT XMAS STORE SECTION CUTOFF AT TACO BELL SECTION CUTOFF AT CAR WASH 100' D/S OF BOX CULVERT ON TEXAS AVENUE D/S FACE BOX CULVERTS ON TEXAS AVENUE 100' U/S BOX CULVERTS=182 .40 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--NDMCE-RERUN MAY 1990 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL CONDITIONS *-----------------------------------* S U M P 0 Interactive Summary Printout for MS/PC-DOS micro computers May 1991 *-----------------------------------* NOTE -Asterisk (*) at left of profile number indicates message in summary of errors list WOLF PEN CREEK PARK CORR Summary Printout * * * * * * * * * * SECNO 26.30 26.30 37.30 37.30 45.60 45.60 49.20 49.20 55.00 55.00 61. 00 61. 00 69.00 69.00 70.00 70.00 73 .. 70 73.70 75.10 75.10 77.70 77.70 80.80 80.80 83.60 Q 5740.00 5740 .00 5740.00 5740.00 5740.00 5740 .00 5740.00 5740 .00 5740 .00 5740.00 5610.00 5610 .00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610.00 5610 .00 5610.00 5610.00 5610 .00 5610.00 CWSEL 247.47 248.34 248.46 249.37 249.39 250 .30 250.06 250.95 251.18 252.13 251.74 252.68 254.10 254.75 255.92 256.01 261.74 261.86 263.44 263.53 263.55 263.64 263.61 263.71 263.68 STENCL .00 1153.00 .00 1330.53 .00 1113.66 .00 1079.78 .00 1264.87 .00 1320.29 .00 1940.00 .00 1700.00 .00 1700.00 .00 1425.00 .00 1306.34 .00 1260.56 .00 STENCR .00 1522.33 .00 1668.03 .00 1353.72 .00 1346.24 .00 1700 .48 .00 1672.35 .00 2040.00 .00 1742.00 .00 1742.00 .00 1765.00 .00 1796.98 .00 1629.70 .00 TO PW ID 783.69 369.33 621.57 337.50 400.71 240.06 810.42 266.46 791.14 435.62 692.40 352.06 93 .66 95 .85 42.00 42.00 42.00 42.00 340.00 340.00 800 .37 490.64 850.00 369.14 750.37 * 83.60 5610.00 263.80 1219 .35 1537.33 317.98 85.55 5610.00 263.82 .00 .00 578.80 85 .55 5610 .00 264.00 1232.93 1455 .00 222 .07 88.15 5610.00 264.08 .00 .00 466.51 88 .15 5610.00 264 .35 1325.56 1516.41 190 .85 91. 90 5610 .00 264 .52 .00 .00 360 .80 91. 90 5610.00 264.91 1614.34 1794.45 180.11 * 95.00 5610.00 265.17 .00 .00 274.56 * 95 .00 5610.00 265.71 1156.65 1287.75 131.09 * 98.55 5515.00 265.88 .00 .00 643.56 * 98.55 5515.00 266.59 1444 .71 1723.77 279.06 103 .00 5515.00 266.18 .00 .00 570.40 103.00 5515.00 266 .89 1431. 58 1657.59 226.01 * 108.10 5630.00 266.67 .00 .00 346.23 * 108.10 5630.00 267 .42 1294.04 1451. 35 157.31 112.00 5630 .00 267.45 .00 .00 459 .12 112.00 5630.00 268.3 1 1510 .00 1610.00 100.00 112 .90 5630 .00 267.71 .00 .00 447.69 112 .90 5630.00 268.62 1480 .00 1600.00 120.00 * 113.90 5630.00 267.44 .00 .00 42 .00 113.90 5630.00 268.40 1310.00 1480 .00 42 .00 * 116.20 5630.00 269.07 .00 .00 42 .00 * 116.20 5630 .00 269.77 1310 .00 1480.00 42.00 116 .70 5630 .00 270.70 .00 .00 403 .91 * 116.70 5630 .00 271.13 1495 .00 1587 .00 92.00 * 119.20 5763.00 271.04 .00 .00 493.69 * 119 .20 5763.00 271.56 1058.89 1391.51 332.61 * 124.00 5763.00 271.32 .00 .00 438.18 * 124 .00 5763.00 271.85 1226.53 1424 .95 198 .41 126.00 5763.00 271.75 .00 .00 342.88 126 .00 5763.00 272.41 1325 .62 1500.00 174 .38 130 .90 5763.00 273.14 .00 .00 611.07 * 130.90 5763 .00 273.95 1050 .00 1333 .59 281. 02 135.60 5763.00 274.03 .00 .00 525.33 135.60 5763.00 274.82 1554 .22 1750.96 196 .74 145 .60 4444.00 276.15 .00 .00 556.78 145.60 4444.00 277.09 1381 .48 1640.00 258.52 156.40 4444 .00 278 .63 .00 .00 277.28 156.40 4444 .00 279 .63 1135 .00 1263.32 128.32 * 160 .20 4564.00 279.63 .00 .00 471. 41 * 160.20 4564.00 280.64 1162.16 1402.74 240.57 163.00 4564.00 280.34 .00 .00 464.68 163.00 4564.00 281.29 1368.07 1603.37 235.30 171. 80 3969.00 283.79 .00 .00 168.49 * 171. 80 3969.00 284.58 1372.67 1422.97 50.29 * 175.30 3969.00 286.28 .00 .00 352.22 * 175.30 3969.00 287.19 1137.28 1360.72 223.44 179.40 3900.00 287.20 .00 .00 281.70 179.40 3900.00 287.88 1046.44 1223.41 176.97 * 180.40 3900.00 287.50 .00 .00 466.76 * 180.40 3900.00 288.06 1100.00 1340.00 227.85 * 181.12 3900.00 286.90 .00 .00 401. 90 * 181.12 3900.00 287.80 1100.00 1340.00 206.02 * 186.00 3900.00 287.85 .00 .00 214.57 * 186.00 3900.00 288.61 1185.00 1270.00 85.00 189.00 3900.00 288.91 .00 .00 140.84 189.00 3900.00 289.55 1370.00 1435.00 65.00 * 191.50 3900.00 290.15 .00 .00 453.95 * 191.50 3900.00 290.82 1348.36 1490.00 141.64 194.30 3855.00 290.74 .00 .00 228.73 194.30 3855.00 291. 41 1212.91 1359.06 146.15 * 197.00 3855.00 291.13 .00 .00 153.33 * 197.00 3855.00 291. 70 1237.77 1317.21 79.43 * 199.00 3855.00 292.10 .00 .00 241.54 * 199.00 3855.00 292.74 1260.00 1380.00 ·120.00 201. 00 1536.00 292.43 .00 .00 203.62 201. 00 1536.00 293.04 1272.27 1364.92 92.65 203.00 1536.00 292.47 .00 .00 184.55 203.00 1536.00 293.07 1212.56 1301.41 88.85 * 207.00 1536.00 293.17 .00 .00 111.68 * 207.00 1536.00 293.70 1334.03 1385.57 51.54 209.00 1536.00 294.09 .00 .00 112.40 209.00 1536.00 294.69 1169.96 1227.00 57.04 210.80 1536.00 294.69 .00 .00 56.29 * 210.80 1536.00 295.25 1185.00 1210.73 25.73 213.30 1536.00 297.31 .00 .00 63.40 213.30 1536.00 298.18 1225.85 1265.00 39.15 215.30 1536.00 298.84 .00 .00 80.57 215.30 1536.00 299.36 1285.47 1333.88 48.41 * 215.90 1536.00 299.53 .00 .00 76.17 * 215.90 1536.00 300.17 1070.00 1210.00 90.30 *" 216.30 1536.00 301.82 .00 .00 139.28 * 216.30 1536.00 301.92 1070.00 1210.00 139.70 216.50 1536.00 302.45 .00 .00 177.85 216.50 1536.00 302.48 1269.56 1381.72 112.16 219.20 1536.00 302.78 .00 .00 148.58 219.20 1536.00 302.84 1216.85 1311.30 94.45 * 221.10 1536.00 303.32 .00 .00 69.84 * 221.10 1536.00 303.42 1150.00 1210.00 57.08 223.20 1536.00 304.51 .00 .00 91.45 223.20 1536.00 304.61 1074.42 1120.00 45.58 , "'.-..... MUNICIPAL DEVELOPMENT GROUP P.O. Box 9249 1frn1£~~!ID OTriJ £fb 0 203 Holleman Drive East College Station, Texas 77840-9249 (409) 693 -5359 OATC 8 ... WE ARE SENDING YOU O Attached 0 Under separate cover via _________ th COPIES 3 0 Shop drawings O Copy of letter DATE 0 Prints 0 Change order NO. THESE ARE TRANSMITTED as checked below: 0 Plans 0 Samples o _________ _ DESCRIPTION 1·0• "° '25" 0 $" -6-Z-I e following items: O Specifications 0 For approval 0 For your use 0 As requested O Approved as submitted 0 Approved as noted O Returned for corrections copies for approval 0 Resubmit __ O Submit __ co 0 Retum __ co pies for distribution rrected prints 0 For review and comment · 0 ---------------- 0 FOR BIOS DUE _________ 19 ___ 0 PRINTS RETURNED A FTER LOAN TO US REMARKS--------------------------- SIGNED: /2 ~ ......... -..... --. ....., ..,., -.. -. ' . ~ ,, From: N Thomas To: JKee Subject: University Commons ====NOTE=============== 4/20/94 4:53pm= CC: D Pullen , S Kuenzel , S Volk, V Morgan I just wanted to put some things in writing after reviewing the apartment project for the WPC area. I wanted to look at what all was proposed and what is required to try and brush up on all this since we haven't had a WPC project in a while. I am waiting to hear from David Brochu on setting up a predevelopment meeting with just him and staff instead of the entire DRB. The applicant would like to do it next Wednesday afternoon around 1 or 1:30. (He's flying in from Birmingham.) Anyway , here goes : --On the parking issue that we talked about earlier (leasing on a per bedroom basis instead of a per unit basis), it may not really be a problem because it all averages out to 1 parking space provided per unit. There are also 69 additional spaces added for other activities. With the additional parking, do we need to restrict the use of any of the activity areas? We did that on the Redstone apartments leasing office and meeting room area but that was under different circumstances . --What kind of engineering information do we need to establish the minimum reservation line and the area to be dedicated to the city? The site plan shows a proposed lake along WPC and a "dedication line" noting the 100 year flood way as the point at which dedication to the City begins. (Everything north of the 100 year flood way line is to be dedicated to the City.) When I called the applicant, he just wanted to know why we weren't necessarily ready for a DRB meeting at this time. I told him that the main reasons were that we did not have a complete landscape plan with pedestrian access, thumbnail sketches of" accent" areas that incorporate f ea tu res found in the park and to mainly talk conceptually to make sure that we're all on the same tract. (I'm getting pretty good at the B.S. stuff.) He thought it was because he did not have a complete drainage plan. Because this is in the WPC, does he have to provide a drainage plan before DRB consideration or can all drainage stuff be handled in the DDP? --Also on the site plan, it looks like this development is only on "part of lot 1 of Block C". I'm going to look at the plat for this area to see if the property has been subdivided illegally since Real Alchemy took it over from the FDIC. If this is the case, then we may be looking at requiring a plat on the property. --Since this is the first project where the City may actually get some property dedicated up front, is there anything we need to do up front to make this run smoothly? (Yeah right!) At the last September DRB meeting, David Brochu was supposed to get with Ron Ragland about putting together some joint meeting to discuss development along the creek. There was also some discussion at that meeting about the City not being ready at this time to accept the property. Have these issues been resolved or do they need to be before we hold the DRB meeting? --I have the site plans in my office along with an explanation of the project if anyone would like to review it this week. (I know that everyone has plenty of time on their hands.) Well, I just wanted to bring some of these issues up now so that we would have time to talk about them if we need to before next Wednesday. I'll let you know when I get a meeting scheduled. THANKS. Mr. Ray Havens Electric Transmission & Distribution Superintendent City of College Station P. 0. Box 9960 College Station, Texas 77842 McCORD ENGINEERING, INC. 7607 Eastmark Drive, Suite 102, P.O . Box 10047 College Station , Texas 77842 (409) 764-8356 Fax (409) 76 4-9644 September 22, 1994 Re: University Commons Apartments Elec tri c Service Dear Ray: As requested, we have prepared a proposed electric distribution layout to serve the University Commons Apartments being constructed on Colgate Drive. Shown on the enclosed five (5) copies of our electric distribution layout for these apartments are our recommendations regarding underground primary cable runs , transformer locations and sizes required, ganged meter locations, service installations , etc. A Bill of Material , Project Cost Estimate , and a diskette with the electrical layout for the above referenced project are also enclosed. The electric system distribution layout for this complex has been planned to be installed underground, in accordance with your City's electric line extension policy . One ( 1) standard stock 25 kVA, five (5) standard stock 167 kVA, and four (4) standard stock 250 kVA, single- phase , 7200 volts to 120/240 volt transformers are proposed to provide service to this apartment complex. Specifications for your use in purchasing the required pad-mounted switchgear for this project are enclosed . In accordance with the new policy of your City , the Developer is responsible for reimbursing your City for 20 % of the total estimated cost o f electric service installation, including labor, materials, and the standard fee percentages for engineering and overhead cost. We compute that the 20% cost contribution required for the University Commons Apartments, assuming 33 % proration of the pad-mounted switchgear capacity , amounts to $12,633.40 . This cost was calculated based on a total electric service cost estimate of $63,167.00 . The total electric service cost estimate developed for this project includes on standard allowance of 30% to cover your City's labor related overhead costs, 7 % for material handling costs, and 8.5% to cover your City's administrative and eng ineering costs and includes 33 % of the three-phase switchgear expense. Also enclosed is an estimate for the Ci ty 's portion of the three-phase primary underground installation. The esti mate for the City's portion of the three-phase underground, assuming a 67% proration of the pad -mounted switchgear, and the installation of the necessary underground electric distribution facilities to serve Wolf Pen Creek Amphitheater amount to $20,629.00. City of College Station September 22, 1994 Please advise if you need further information on this matter. JDM/mw Enclosures cc: Ms. Veronica Morgan (w/encl.) Mr. Bob Pohl Yours very truly, McCORD ENGINEERING, INC. ~ -o . ~c...Q Ji my n. fMcCord, P.E. President Page Two McCord Engineering, Inc. · CS-19-U.1 08/11/94 \.JORK ORDER NO. ---- LETTER CODE ------------ UC2 UD#1/0 TPX UD#500 SEC UD#1/0 URD UD#4/0 15KV UG6-25 UG6-167 UG6-250 UG7-167 UG7-250 UM33 UM6-1 UM6-6 UM6-10 UM48-2 UJ2-6-B UJ2-6-I CITY OF COLLEGE STATION UNIVERSITY COMMONS APARTMENTS PROJECT COST ESTIMATE COST ($) PER 1 ASSEMBLY ------------------------- ASSEMBLY DESCRIPTION QTY LABOR MAT. TOTAL --------------------------------------- -------------- 3 PH UG CABLE TERMINAL POLE 1 247.00 514.51 761.51 UG 1/0 TRIPLEX CONDUCTOR .195 1278.00 568.20 1846.20 500 MCM SEC. UG CABLE 1.175 2000.00 1060.00 3060.00 1/0 PRIMARY URD CABLE 1.625 1050.00 1189.00 2239.00 4/0 AL URD PRIMARY 2.280 1200.00 1620.00 2820.00 25 KVA 1 PHASE PADMOUNT 1 256.00 959.54 1215.54 167 KVA 1 PHASE PADMOUNT 3 256.00 2073.62 2329.62 250 KVA 1 PHASE PADMOUNT 3 256.00 2877.98 3133.98 1 PH 167 KVA LOOP FEED 2 256.00 2075. 13 2331. 13 1 PH 250 KVA LOOP FEED 1 256.00 2886.06 3142.06 SECTIONALIZING ENCL. MULTI PHASE 2 500.00 643.14 1143.14 LOAD BREAK ELBOW 32 65.00 55.19 120.19 GROUND ROD ASSEMBLY 14 8.00 9.05 17.05 INSULATED PROTECTIVE CAP 200 AMP 3 10.00 13.91 23.91 MULTI-PHASE UG GROUNDING SPEC. 3 .01 .00 .01 BARE SECONDARY CONNECTOR BLOCK 1 15.00 15.54 30.54 INSULATED SECONDARY CONNECTOR BL 2 15.00 25.15 40.15 PLUS 33% OF 3 PHASE S\.JITCH GEAR = TOTAL = TOTAL LABOR = TOTAL MATERIAL = TOTAL = LABOR OVERHEAD 30% = MATERIAL HANDLING 7% = TOTAL ENGINEERING & OVERHEAD 8.5% = GRAND TOTAL ROUNDED TO DEVELOPERS CONTRIBUTION 20% = * DENOTES HOT WORK TOTAL COST $ ---------761.51 360.01 3595.50 3638.38 6429.60 1215.54 6988.86 9401.94 4662.26 3142.06 2286.28 3846.08 238.70 71. 73 .03 30.54 80.30 ---------46749.31 4626 •. 54 ----------51375 .85 14115.49 37260.36 --------- 51375 .85 4234.65 2608.23 ----------58218.73 4948.59 ---------- 63167.32 $63,167.00 ----------$12,633.40 McCord Engineering, Inc. . CS-19-U .1 M A T E R I A L CODE ITEM NO. ---------- 25 c 6 25 c 7 25 d 14 29 Uf z 33 29 Uf z 34 25 j 38 28 UL 50 27 bu 64 25 p 65 28 ae 128 28 af 131 29 Ugp 134 Ugp 140 25 ai 150 25 aj 156 28 ap 168 28 Uhe 197 24 bv 220 29 Ugp 223 29 Ugp 225 29 Ugp 226 29 Ugp 227 27 Uhp 230 27 Ugk 232 Uhb 274 28 Uhb 276 26 Uj 303 28 f d 330 28 Uan 400 28 Uan 404 28 Uan 405 27 Uhv 523 25 Uhv 524 25 p 759 28 an 780 27 cj 783 27 Uhv 848 Uhs 27 868 Ugo 27 869 27 Uhv 871 CITY OF COLLEGE STATION UNIVERSITY COMMONS APARTMENTS B I L L 0 F M A T E R I A L CATALOG MATERIAL DESCRIPTION REF. NO. ------------------------------------5/8" X 12" MACHINE BOLT 32002000014 5/8" X 14" MACHINE BOLT 32002000015 2" X 211 SQUARE WASHER 32002000031 UTILCO BARE TERMINATOR 28500800006 UTILCO INSULATED CONN. 28500800007 LAG SCREW 1/2" X 4" 28504700010 UG EQUIPMENT LOCK 832040 1/0 H-TAP COPPER CONN 28502200003 CONNECTOR COMPRESSION 285022 MOV LIGHTNING ARRESTER 28500300001 100 AMP OPEN TYPE S&C 28502800001 AL-8 2 HOLE 1/0 LUG 28502200016 AL-23 1 HOLE 4n LUG 28502200022 8 1 COPPERWELD GROUND ROD 28503800001 5/811 GROUND ROD CLAMP 28504700025 SMALL HOTLINE CLAMP 28504700027 LARGE METAL JUNCTION 28504500005 WRS 352 STIRRUP 28504700081 1/211 X 2 1/2" BRASS BOLT 32002200002 1/2' BRASS NUT 32002200004 1/211 BRASS ROUND WASHER 32002200005 1/211 BRASS LOCK WASHER 32002200006 1/0 LOADBREAK ELBOW 28508200001 1/0 POLE TYPE TERMINATOR 28508200003 URD DUST CAP ASSBLY. 28509500004 URD BUSHING INSERT 28509500006 STANDOFF POLE TYPE 28504700022 R3-CA 3 POSITION EQU. MT 28504700058 25 KVA PADMOUNT 120/240 28508600031 167 KVA PADMOUNT 120/240 28508600035 250 KVA PADMOUNT 120/240 28508600036 1/0 URD AL. PRIMARY 28008000001 4/0 URD AL. PRIMARY 28008000012 #6 H3 COPPER CONNECTOR 28502200002 TRANSFORMER GROUND LUG 28502200026 1/0 BARE STRANDED COPPER 28008000009 500 MCM URD ALUMINUM 28008000007 COLD SHRINK SLEEVE 28508200019 FAULT INDICATOR 1/0 URD ALIMINUM TRIPLEX 28008000014 08/11/94 WORK ORDER NO. ---- TOTAL UNIT TOTAL QTY. COST $ COST $ -----------------------4 .67 2.68 6 .78 4.68 11 .15 1.65 1 15.54 15.54 2 25.15 50.30 4 .44 1. 76 12 6.00 72.00 20 1.74 34.80 6 .29 1. 74 3 26.40 79.20 3 39.n 119.31 6 3.98 23.88 84 6.75 567.00 14 8.33 116.62 14 .72 10.08 3 6.01 18.03 2 625.00 1250.00 3 7.37 22.11 108 1.54 166.32 108 .36 38.88 216 .42 90.72 108 .08 8.64 32 45.00 1440.00 3 24.98 74.94 10 13.91 139 .10 20 17.99 359.80 3 8.44 25.32 2 75.74 151.48 1 826.n 826.77 5 1845.10 9225.50 4 2649.46 10597.84 1.625 1189.00 1932.13 2.280 1620.00 3693.60 4 .50 2.00 14 1.30 18.20 24 .36 8.64 1.175 1060.00 1245.50 33 10.19 336.27 10 75.00 750.00 .195 568.20 110.80 --------- 33633.82 3 PHASE SWITCH GEAR MATERIAL + 3636.54 --------- 37270.36 McCord Engineering, Inc. 08/11/94 • CS-19-U.1 WORK ORDER NO. __ _ LETTER CODE UD#1/0 URD UD#4/0 15KV UM33 UM3E-3-12 UM6-1 UM6-6 UM48-2 CITY OF COLLEGE STATION UNIVERSITY COMMONS APARTMENTS -CITY'S PORTION PROJECT COST ESTIMATE ASSEMBLY DESCRIPTION 1/0 PRIMARY URD CABLE 4/0 AL URD PRIMARY SECTIONALIZING ENCL. MULTI PHASE 3 PHASE SWITCH 3 FUSES LOAD BREAK ELBOW GROUND ROD ASSEMBLY MULTI-PHASE UG GROUNDING SPEC. COST ($) PER 1 ASSEMBLY QTY LABOR MAT. TOTAL .270 1050.00 1189.00 2239.00 .600 1200.00 1620.00 2820.00 2 500.00 643.14 1143.14 1 3000.00 11019.82 14019.82 21 65.00 55.19 120.19 6 8.00 9.05 17.05 3 .01 .00 .01 LESS 33% OF 3 PHASE SWITCH GEAR EXPENSE = TOTAL TOTAL LABOR = TOTAL MATERIAL = LABOR OVERHEAD 30% = MATERIAL HANDLING 7% = TOTAL ENGINEERING & OVERHEAD 8 .5% = GRAND TOTAL ROUNDED TO * DENOTES HOT WORK TOTAL COST $ 604.53 1692.00 2286.28 14019.82 2523.99 102.30 .03 21228.95 4626.54 16602.41 5426.53 11175.88 16602.41 1627.96 782.31 ---------- 19012.68 1616.08 ----------20628.76 $20,629.00 McCord Engineering, Inc. ~ CS-19-U.1 CITY OF COLLEGE STATION 08/11/94 WORK ORDER NO. __ _ UNIVERSITY COMMONS APARTMENTS -CITY'S PORTION B I L L 0 F M A T E R I A L M A T E R I A L CATALOG TOTAL UNIT TOTAL CODE ITEM NO. MATERIAL DESCRIPTION REF. NO. QTY. COST $ COST $ --------------------------------------------------------------------- 28 Ul so UG EQUIPMENT LOCK 832040 4 6.00 24.00 27 bu 64 1/0 H-TAP COPPER CONN 28502200003 9 1. 74 15.66 25 ai 150 8 1 COPPERWELD GROUND ROD 28503800001 6 8.33 49.98 25 aj 156 5/811 GROUND ROD CLAMP 28504700025 6 .72 4.32 28 Uhe 197 LARGE METAL JUNCTION 28504500005 2 625.00 1250.00 27 Uhp 230 1/0 LOADBREAK ELBOW 28508200001 21 45.00 945.00 27 Uhv 523 1/0 URD AL. PRIMARY 28008000001 .270 1189.00 321.03 25 Uhv 524 4/0 URD AL. PRIMARY 28008000012 .600 1620.00 972.00 28 an 780 TRANSFORMER GROUND LUG 28502200026 6 1.30 7.80 27 cj 783 1/0 BARE STRANDED COPPER 28008000009 24 .36 8.64 Uhs 27 868 COLD SHRINK SLEEVE 28508200019 21 10.19 213.99 27 Uhe 870 3 PHASE UG SWITCH 28507700000 1 11000.00 11000.00 ---------14812.42 3 PHASE SWITCH GEAR MATERIAL 3636.54 --------- 11175.88 A Date CITY OF COLLEGE STATION 15 kV DEAD-FRONT PAD-MOUNTED AIR INSULATED MINl-RUPTER SWITCHGEAR SPECIFICATION PMSG-2 AND BID SHEET PROJECT: University Commons Apartments Quantity 1 Description Pad-Mounted Switchgear, 15 kV, 95 kV BIL, source switches , 600 ampere continuous and load break amps, with one Cl) 600 ampere, three-phase air insulated , mini- ru pter switches. Entrances shall consist of three (3) standard 600 ampere apparatus bushings, rated 40 kA asymmetrical momentary amperes, 25 kA symmetrical short time amperes and 110 kV BIL/15 kV. Load fuses to consist of three (3) 200 ampere (continuous and load break amps), three-phase air insulated, SME-20 power fuse holder with six (6) 50 K and three (3) 150 K ampere fuse and silencer. Fuses to have standard "K" fuse charac- teristics ( nine (9) total fuses). Also to include additional spare fuses (three (3) 50 K and three (3) 150 K fuses). Entrances shall consist of nine (9) standard 200 ampere deep well bushings rated 10 kA symmetrical short time amperes, and 95 kV BIL/15 kV. No SCAD A interface provisions are required for this switchgear. Switch shall be in full and complete conformance with the Detail Speci- fications for 15 kV Pad-Mounted Switchgear attached with these specifications. S&C Catalog No. PME-12-65172-E2, or approved equal. Manufacturer Catalog No. Unit Price ($) Delivery Total Price ($) Bidder Signature -Bidder's Sales Representative CITY OF COLLEGE STATION 15 kV DEAD-FRONT PAD-MOUNTED Affi INSULATED MINI-RUPTER SWITCHGEAR DETAILED SPECIFICATIONS 1. General. This specification governs the requirements for manually operated load interrupting air insulated 600A mini-rupter switches. 2. 600A Mini-rupter. a.) Electrical Ratings and Standards. Switches are to be designed, tested, and built per ANSO C37.72-1987 standards. The switch assembly itself is to be rated: Maximum design voltage, kV ......................... 15.5 Impulse level (BIL), kV ............................ 95.0 Continuous and load break current, Amps . . . . . . . . . . . . . . . . . 600.0 One minute withstand, AC kV . 34.0 15 minute withstand, DC kV . . 53.0 Momentary current, kA, ASYM . . 22.4 Fault-close current, kA, AS_YM . 22.4 One second current, kA, SYM . 14.0 10 operation overload interrupting capability, Amps 3, 000. 0 Load interrupting endurance at 600A, Operations .... · ......... 1200.0 The above ratings apply to the switch assembly and may be reduced depending upon the entrances chosen. b.) Switch Construction. All switch components and entrances shall be assembled in a totally welded 1,4" steel tank. Entrances shall be internally connected by copper wire ropes and copper bus capable of handling momentary and continuous current duty. The switch shall contain no electrically floating metallic parts or components. c.) Entrances. Entrances shall be one or more of the following: i.) 600 amp apparatus bushings, rated 40kA asymmetrical momentary, 25kA symmetrical short time current, 110 BIL (15 kV). d.) Switch Operation. Each switching way is to be equipped with an internally mounted operating mechanism capable of providing quick-make, quick-break operation in either switching direction. The mechanism must be capable of delivering sufficient torque and shall be provided with latches for each position to assure load interrupting, fault closing, and momentary ratings. The mecha- nism shall use compression type springs to assure long life and reliability. All switch positions are to be clearly identified and padlockable. Detailed Specifications (Cont'd) The operating mechanism shall be actuated from outside the switch tank by a removable, breakaway action operating handle. The operating shaft shall be made of stainless steel for maximum corrosion resistance. A double "O" ring type operating shaft seal shall be used for a leak resistant, long life seal. e.) Switch Contacts. Switch contacts shall be made of plated, high-conductivity copper alloy with arcing tips of copper/tungsten alloy to assure permanent low resistance and to avoid sticking during operation. The contacts shall be designed so 1) arcing does not occur in the area of main current interchange and 2) contact pressure will increase with increasing current flow. Contact travel shall have sufficient open contact separation to assure efficient arc extinction and to withstand field DC testing levels and maintain BIL levels. Temperature rise shall not exceed ANSI C37. 72-1987 standards for this type of device. Switch contacts shall be clearly visible in the open position through viewing windows. 3. Fuse Assembly a.) Electrical Ratings. The fuse assembly is to be a SML-20 assembly with silencer. The fuse assembly shall have a red blown fuse target to indicate faulted fuse while fuse is in the closed position. The fuse assembly itself is to be rated: Maximum design voltage, kV . . . . . . . . . . . . . . . . . . . Impulse level (BIL), kV ..................... . Continuous and load break current, Amp Symmetrical interrupting rating, kA .............. . . 15.0 . 95.0 200.0 . 14.0 b.) Fuse Assembly Operation. Fuse assembly shall have mechanical interlock that guards against gaining access to the fuse before disconnecting the loadbreak elbow from the loadbreak bushing. The fuse is to be accessible only when de- energized and isolated for full view non-loadbreak disconnection and removal with shotgun stick. All moving parts for fuse assembly such as latches and pivots shall be either stainless steel or zinc-nickel plated steel with plastic bushings. 4. Enclosure. The enclosure for the switch assembly shall be made of 12 gauge steel and manufactures to ANSI C37.72-1987 and C57.12.28 standards. After assembly, the enclosure shall be primed and painted with a top coat of UV resistant paint. The color shall be Munsell 7GY3.29/1.5 padmount green. The enclosure shall be provided with four (4) removable lifting eyes that provide a Detailed Specifications (Cont'd) balanced lift for the complete unit or to separate the enclosure from the switch assem - bly. Enclosure access doors shall be of a lift-off design with stainless steel hinges. Access doors to the power cable compartments and switch controls shall be equipped with a three point latch mechanism with recessed padlockable handles and interlocked penta- head bolt assembly. CITY OF COLLEGE STATION August 16 , 1995 Maxus Construction ATfN: Mr. Kolb Berryhill 901 Colgate College Station, Texas 77840 Po'it Office Box 9960 110 l Texas r\venut• College Station , Tcxds 77842-9960 • 409) "764--3500 RE : Parking Lot Island on University Commons North Comp lex Dear Mr. Berryhill : During a visit to your complex this morning , Veronica Morgan and myself measured the amount of clearance around the parking island in front of Building l 0 as requested by th e College Station Fire Department. They were concerned about this area not bei ng large enough to use the ladder truck in case of an emergency. This truck is needed to provide proper fir e protection due to the size of these buildings. We were able to substantiate their concerns from our field measurements . It appears that during construction, this island was not constructed as designed and therefore decreases the required turning radius . As we discussed with you this morning , this radius will need to be improved in order to provide the necessary fire protecti on for th e prop erty owners as well as the tenants . The reduction of this island will not require any additional landscaping nor will it require any additional green space to be relocated. Howeve r, it does not preclude yourself from meeting the City's landscaping requirements . In reconstructing th e island , please provide a minimum horizontal clearance of three (3) feet from the back of curb to the face of the fire hydrant. If I can be of any assistance, feel free to contact me at 764-35 70 . Steve Homeyer Graduate Engineer cc : Kent Laza, City Engineer J Veronica Morgan, Assistant City Engineer Jane Kee , City Planner Sabine Kuenzel , Senior Planner Shirl ey Volk , Development Coordinator David Dobbs , Quality Assurance Inspector Jon Mies , C .S .F .D . Fire Marshall Home of exas GM Univers ity 13:58 VIA FACSIMILE MEMORANDUM TO: FROM: DATE: RE: MAXUS CONST. CO. ~ 409 764 3496 N0.412 MAXUS CONSTRUCTION COMPANY I General Contrador Meadowbrook Corporate Paf'1( South 1800 Corporate Drive I Birmingham, Alabama 35242 Telephone (205) 991-1800 t Fax (205) 991-3064 \A.~ ;/} ~-~~ Ms. Veronica Morgan/City of College Station j \JI\' \:f ~ Ms . Shirley Volk/City of College Station Mr. Jeff Schattinger/Capstone Development Mr. Greg Boyd/Young Contractors, Inc . Mr. Royce Bradley/Maxus Construction Company Barry Eady September 21, 1995 Meeting University Commons/College Station, Texas This letter is to confirn1 the September 26, 1995 meeting at 8:00 AM at University Commons, College Station, Texas among the persons listed above. Thanks, BE/mm GJ01 \ '0 ..... , . ~ou s l C\.\18 01t1G 91.)ll ~1 -r '· \ \ ' I I I I I \ \ \ . I ' \ -- BEN t H MARK : --I 0 I I, \I "' I I ' \ -' I \ ' \_ \ ( \---. .- I \_ \ \_-----\. H I \ L I -"-1 ' ,-I \---, ,, '-I ' ~ " ' -'-.. ut1t. I -~-" I r 1 ... ~ l L ' ' - ' ~~~ --,.,~~(II ~ r flRf - -:·r-c- \ HC ' -t I \ ' - \ ~ I --\ ' ' I I -- -~ -I I \_ -1 I \ .> .\ \ - -::--- ----\ J \-- \ --- \\.. -- \ -- 1 -- .'-, I - \ - I I ---- I -,--·- \ \...----- I ' \- ____ ____, ___ J --- - /~-? - "' i ~(.Q. /'\.....-- ' . ~ \ . rtiiuk.uctt fPV p . '· From: S Volk To: V Morgan Subject: Capstone Apartments (fwd) ====NOTE=============== 4/28/94 10:26am= CC: Development_services Group V: I don't know if you are familiar with the apartment complex we looked at yesterday on Colgate at Eastmark and Central Park Lane, but the question has arisen as to what, if anything, will be required on Impact Studies for this project. As I unde1·stand it, the property is already platted, but has recently been rezoned to WPC. I told them that some type of site specific information will be needed, but beside the regular DDP information, what else will be required? =Fwd by: D Pullen====== 4/28/94 2:01pm= Fwd to: V Morgan You are being blind sided. Unintentionally I'm sure. the developer may be aplying for a letter of map revision. Paul Clarke has had Mair do some hydraulic work on the creek. I am not sure what it is. when I asked that of Paul, his response was "It only reflects the lake added by the city for the park." that is much less less than he lead me to believe over tha past 6 months when discussing other properties on the creek. According to PC, Mair is supposed to be providing metes and bounds desc. based on this latest work for the floodway line on this project. The architect lead me to believe they will be crowding the flood plain off their property and will seek a letter of map revision to relieve themselves of the insurance requirements. FYI =Fwd by: V Morgan====== 4/28/94 3:40pm= Fwd to: D Pullen CC: S Volk thanks for the info dp. i am still not sure about what paul is trying to do? is he trying to get a letter of map revision?? =Fwd by: D Pullen====== 4/28/94 4:00pm= Fwd to: V Morgan I think it will be coming eventually. I'm not sure what his timing is for submitting the request. that is what is scarry to me. There is some philosophy that also needs to be coordinated in this. Are we following the WPC plan for the reservation lines or are we going to allow the developers reclaim floodway space that is narrowed as a result of improvements to the creek? ie the lakes? the plan is based on the current conditions in 1990. It matters not to me. My interest is to see us decide on and hold to the same philosophy to avoid any battles within ourselves. It does make a difference as to how big the park is. Or how much land there is for private development. I would like us to stand on one side or the other. Either "BIG PARK" OR "MAX COMMERCIAL LAND A VAILALBE" leaving space for the 100 yr event in the developed creek condition. 0 ' ' I• ' ' ... ... •' . \/llJ t..JIVIU .... ~-y---· .. ~ •r11 CAP STONE •uu•m••u• CAPSTONE DEVELOPMENT CORP. 600 Luckie Olive Suite 424 Birmingham, Alab.ima 35223 Voice: (205) 871--0020 Fax: (205) 871-1463 l ·ACSI Mll.E TRANSMISSION J'he i'nformation co(\tl)ined in this transmission is confidential, and is intended as a private communication between the sender and receiver !)amed pelow. If there a~ any problems With receipt of this transmission, pleAse call the voice number listed above . ro: Yf P:~' tCA M o~A~ FAX#: ' FROM : DATE: RE: C..li1 ~~()\1'-'E\:?=H~ .. b.-~-- ("fuq)1l¢ ~?11 ......... 11. --- Jlm& ~-=----~~ _-_ ' 4 MESSAGE: f kM& ~ ajE~ - I ~-·~~~~~~~ Nuznb,e r o f pages contained in this transmission: (including this cover page) 0... .. 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