Loading...
Mockingbird-MF-L24-0003-CCrk_CC1 Mockingbird-MF-L24-0003-CCrk_CC1/Figure 3 - Annotated FIRM High-Res2.pdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/Backup.g01 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/Current Effective/CCrk_CE_H20.txt1******************************************** ******************* ******************** * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 13AUG14 TIME 08:28:45 * * (916) 756-1104 * ******************************************** *************************************** X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 1 13AUG14 08:28:45 PAGE 1 THIS RUN EXECUTED 13AUG14 08:28:45 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 DENTON FIS 1984 T2 10 YEAR FREQUENCY FLOOD, (WITH 50,100,AND 500) T3 COOPER CREEK TRIB 1 JAH J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ -1 2 0.00450 576.00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 10 11 26 NC .08 .08 .06 .1 .3 QT 2620 AUG 1983 FS 1 X1 GR 578.0 950 576.0 980 575.6 1000 575.6 1100 574.9 1200 GR 574.7 1300 571.8 1380 566.2 1385 565.6 1390 566.2 1393 GR 573.3 1408 576.9 1500 578.3 1600 X1 320 600 800 -1.0 GR 582.7 1345 576.4 1345 576.2 1361 571.0 1368 570.4 1372 GR 571.3 1377 574.4 1385 575.9 1400 581.1 1500 AUG 1983 FS 3 X1 80 80 80 X3 10 584.0 584.0 GR 582.7 1000 576.6 1300 576.2 1351 571.0 1358 570.4 1372 GR 571.3 1382 574.4 1390 575.9 1400 QT 3000 SB 2.50 2.44 2.7 30.4 6.5 215 572.5 569.5 1 13AUG14 08:28:45 PAGE 2 LOOP 288 TEXAS HIGHWAY DEPARTMENT PROPOSED BRIDGE PLANS X1 350 350 350 -4.3 X2 1 581.5 584.0 X3 10 584.9 584.9 BT 16 1000 586.4 1100 585.6 1200 585.3 BT 1300 584.8 1400 584.6 1450 584.0 1530 BT 609 2100 589.9 2200 587.7 2300 586.0 BT 2400 585.1 2500 584.7 2600 585.0 BT 2700 586.0 2800 587.7 2900 589.4 GR 585.8 1100 583.1 1100 581.5 1160 577.4 1170 576.8 1182 GR 577.3 1189 581.8 1200 NC .07 .060 .060 X1 80 80 80 -2.9 GR 583.6 1080 583.1 1100 581.5 1168 577.4 1174 576.8 1182 GR 577.3 1189 581. .6 1300 X1 120 120 120 -2.0 GR 585.8 1000 583.1 1100 581.5 1168 577.4 1174 576.8 1182 GR 577.3 1189 581. .6 1300 586 1400 GR 587.8 1500 590.4 1600 X1 150 150 150 -.9 GR 585.8 1000 583.1 1100 581.5 1168 577.4 1174 576.8 1182 GR 577.3 1189 581. .6 1300 586 1400 GR 587.8 1500 590.4 1600 AUG 1983 FS 6 X1 80 100 120 GR 585.8 1000 583.1 1100 581.5 1168 577.4 1174 576.8 1182 GR 577.3 1189 581. .7 1300 586 1400 GR 587.8 1500 590.4 1600 X1 2400.0 22.0 1159.0 1196.0 220.0 230.0 220.0 0.00 0.00 0.00 GR 588.4 920.0 587.3 970.0 586.7 1000.0 585.8 1042.0 584.9 1100.0 GR 584.3 1142.0 582.5 1159.0 581.6 1168.0 580.8 1170.0 579.0 1174.0 GR 578.5 1178.0 578.2 1182.0 582.0 1187.0 582.1 1189.0 584.4 1196.0 GR 585.1 1200.0 585.5 1242.0 586.5 1300.0 587.6 1342.0 588.3 1371.0 GR 589.5 1420.0 590.6 1470.0 AUG 1983 FS 7 X1 220 220 220 GR 590.8 1000 588. .4 1300 581.4 1328 GR 579.9 1336 579.6 1340 586.9 1345 587.8 1400 590.5 1500 AUG 1983 FS 8 X1 410 420 420 GR 596.0 990 594.0 1100 592.0 1130 590.0 1210 590.8 1400 GR 589.2 1416 584.3 1430 584.4 1433 585.2 1436 590.5 1448 GR 591.5 1500 591.6 1600 592 1670 1 13AUG14 08:28:45 PAGE 3 AUG 1983 FS 9 X1 240 240 380 GR 596.2 1000 593. .8 1161 585.6 1163 GR 586.2 1170 591.5 1177 591.4 1200 591.6 1300 592.7 1400 GR 592. 1590 AUG 1983 FS 10 X1 350 300 310 GR 597.6 1000 595.8 1100 591.9 1200 588.4 1211 587.7 1215 GR 588.4 1219 591.3 1223 592.9 1300 594.8 1400 595.8 1450 GR NC .08 .080 .060 AUG 1983 FS 11 X1 380 350 500 GR 598.9 1000 598.4 1100 597.5 1172 594.5 1200 590.6 1213 GR 590.1 1216 590.6 1218 593.4 1225 594.9 1300 593.7 1350 GR 598.3 1600 X1 200 190 260 GR 602 1030 598.5 1030 598.0 1130 597.7 1230 597.7 1230 GR 596.2 1288 592.3 1290 591.6 1301 592.1 1315 595.7 1317 GR AUG 1983 FS 12 X1 280 310 310 GR 602.7 1000 599.6 1100 599.8 1200 599.5 1300 598.3 1335 GR 594. 1338 593.5 1345 593.8 1350 599.2 1365 600.5 1400 GR 603.1 1557 AUG 1983 FS 13 X1 180 280 260 GR 550 602.9 850 601.5 950 GR 600.9 1000 602. 1100 599.5 1200 599.5 1226 595.9 1228 GR 595.7 1233 596.1 1240 604.6 1256 604.9 1300 605.8 1400 NC .02 .1 .3 5120 OLD NORTH RD AUG 1983 FS 14 X1 .1 30 30 30 BT 2 1375 601.7 600 1382.1 601.7 599.9 GR 670 604 670 602.9 920 GR 601.5 1050 601.6 1100 601.1 1200 600.9 1300 601.7 1375 GR 596. 1375 596.0 1378.1 600.0 1378.1 600.0 1379 596 1379 GR 596 1382.1 601.7 1382.1 602.1 1400 604.1 1500 X1 5120 30 30 30 X2 1 1 13AUG14 08:28:45 PAGE 4 NC .08 .08 .06 AUG 1983 FS 15 X1 30 30 30 GR GR 602.9 1000 602.3 1100 601.3 1200 600.5 1300 599.6 1374 GR 596.4 1379 595.7 1380 596.2 1381 600.1 1400 600.6 1410 GR 599 1417 1 13AUG14 08:28:45 PAGE 5 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 *PROF 1 CCHV= .100 CEHV= .300 *SECNO 480.000 AUG 1983 FS 1 480.000 9.86 575.46 .00 576.00 575.79 .33 .00 .00 571.80 1600.0 449.1 1072.5 78.4 265.7 194.5 59.7 .0 .0 573.30 .00 1.69 5.51 1.31 .080 .060 .080 .000 565.60 1119.73 .004506 0. 0. 0. 0 0 6 .00 343.51 1463.25 *SECNO 1280.000 1280.000 9.12 578.52 .00 .00 578.89 .37 3.09 .01 575.20 1600.0 125.5 1019.2 455.2 51.6 173.5 191.9 6.3 2.5 573.40 .04 2.43 5.87 2.37 .080 .060 .080 .000 569.40 1345.00 .004574 320. 800. 600. 1 0 0 .00 124.68 1469.68 *SECNO 1360.000 3280 CROSS SECTION 1360.00 EXTENDED 2.87 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 584.00 ELREA= 584.00 AUG 1983 FS 3 1360.000 8.37 578.77 .00 .00 579.30 .52 .36 .04 576.20 1600.0 .0 1600.0 .0 .0 275.9 .0 6.9 2.6 574.40 .04 .00 5.80 .00 .000 .060 .000 .000 570.40 1351.00 .004365 80. 80. 80. 2 0 0 .00 39.00 1390.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 2.50 2.44 2.70 .00 30.40 6.50 215.00 .00 572.50 569.50 *SECNO 1710.000 3280 CROSS SECTION 1710.00 EXTENDED 2.85 FEET CLASS A LOW FLOW 3420 BRIDGE W.S.= 579.84 BRIDGE VELOCITY= 7.58 CALCULATED CHANNEL AREA= 175. 1 13AUG14 08:28:45 PAGE 6 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 EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 580.98 1.58 0. 1600. 215. 215. 581.50 584.00 0. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 584.90 ELREA= 584.90 LOOP 288 TEXAS HIGHWAY DEPARTMENT PROPOSED BRIDGE PLANS 1710.000 7.85 580.35 .00 .00 580.98 .63 1.68 .00 577.20 1600.0 .0 1600.0 .0 .0 251.9 .0 9.0 2.9 577.50 .06 .00 6.35 .00 .000 .060 .000 .000 572.50 1160.00 .006530 350. 350. 350. 0 0 0 .00 40.00 1200.00 *SECNO 1790.000 3280 CROSS SECTION 1790.00 EXTENDED .29 FEET 1790.000 7.08 580.98 .00 .00 581.60 .62 .63 .00 578.60 1600.0 321.5 1159.2 119.3 119.1 159.3 65.2 9.6 3.2 578.90 .06 2.70 7.28 1.83 .070 .060 .060 .000 573.90 1080.00 .009584 80. 80. 80. 2 0 0 .00 220.00 1300.00 *SECNO 1910.000 1910.000 7.35 582.15 .00 .00 582.59 .44 .96 .02 579.50 1600.0 358.8 1056.7 184.5 147.0 166.7 99.2 10.6 3.8 579.80 .07 2.44 6.34 1.86 .070 .060 .060 .000 574.80 1060.84 .006841 120. 120. 120. 2 0 0 .00 262.38 1323.22 *SECNO 2060.000 2060.000 7.29 583.19 .00 .00 583.67 .48 1.07 .01 580.60 1600.0 349.7 1081.6 168.7 140.0 164.9 90.9 12.0 4.7 580.90 .08 2.50 6.56 1.86 .070 .060 .060 .000 575.90 1063.29 .007439 150. 150. 150. 3 0 0 .00 257.18 1320.47 *SECNO 2180.000 AUG 1983 FS 6 2180.000 7.21 584.01 .00 .00 584.56 .55 .87 .02 581.50 1600.0 341.3 1124.4 134.3 131.5 162.5 74.4 12.9 5.3 581.80 .08 2.59 6.92 1.81 .070 .060 .060 .000 576.80 1066.34 .008427 80. 120. 100. 2 0 0 .00 247.09 1313.43 1 13AUG14 08:28:45 PAGE 7 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 2400.000 2400.000 7.75 585.95 .00 .00 586.46 .51 1.90 .00 582.50 1600.0 344.3 1192.0 63.7 134.4 183.7 37.4 14.7 6.5 584.40 .10 2.56 6.49 1.70 .070 .060 .060 .000 578.20 1035.37 .008783 220. 220. 230. 2 0 0 .00 232.26 1267.64 *SECNO 2620.000 AUG 1983 FS 7 2620.000 8.21 587.81 .00 .00 588.27 .46 1.81 .01 586.40 1600.0 250.3 1315.6 34.1 136.3 222.3 26.0 16.6 7.7 586.90 .11 1.84 5.92 1.32 .070 .060 .060 .000 579.60 1141.30 .007690 220. 220. 220. 1 0 0 .00 259.50 1400.81 *SECNO 3040.000 AUG 1983 FS 8 3040.000 7.15 591.45 .00 .00 591.90 .45 3.63 .00 589.20 1600.0 568.7 996.2 35.1 264.4 150.2 23.4 20.5 10.6 590.50 .13 2.15 6.63 1.50 .070 .060 .060 .000 584.30 1152.05 .009913 410. 420. 420. 3 0 0 .00 345.28 1497.33 *SECNO 3420.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.71 AUG 1983 FS 9 3420.000 7.86 593.46 .00 .00 593.61 .15 1.68 .03 591.00 1600.0 98.7 653.5 847.8 67.3 151.3 443.5 24.0 12.8 591.50 .16 1.47 4.32 1.91 .070 .060 .060 .000 585.60 1094.48 .003374 240. 380. 240. 3 0 0 .00 420.80 1515.27 *SECNO 3730.000 AUG 1983 FS 10 3730.000 6.97 594.67 .00 .00 594.90 .23 1.26 .02 591.90 1600.0 184.8 625.8 789.4 98.4 122.0 280.3 28.2 15.2 591.30 .18 1.88 5.13 2.82 .070 .060 .060 .000 587.70 1128.98 .005080 350. 310. 300. 3 0 0 .00 264.17 1393.15 1 13AUG14 08:28:45 PAGE 8 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 4230.000 AUG 1983 FS 11 4230.000 6.54 596.64 .00 .00 596.78 .13 1.87 .01 594.50 1600.0 27.0 511.5 1061.5 21.5 117.2 542.7 33.4 17.8 593.40 .23 1.26 4.36 1.96 .080 .060 .080 .000 590.10 1179.98 .004212 380. 500. 350. 2 0 0 .00 348.08 1528.06 *SECNO 4490.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 4490.000 6.12 597.72 .00 .00 598.21 .48 1.32 .10 596.20 1600.0 66.1 1059.7 474.2 45.0 160.4 181.7 35.9 19.1 595.70 .24 1.47 6.61 2.61 .080 .060 .080 .000 591.60 1221.92 .008836 200. 260. 190. 2 0 0 .00 196.70 1418.62 *SECNO 4800.000 AUG 1983 FS 12 4800.000 7.06 600.56 .00 .00 601.09 .53 2.87 .02 598.30 1600.0 472.5 1090.6 36.8 249.9 156.3 25.0 38.8 20.8 599.20 .25 1.89 6.98 1.48 .080 .060 .080 .000 593.50 1069.04 .010054 280. 310. 310. 3 0 0 .00 334.58 1403.62 *SECNO 5060.000 AUG 1983 FS 13 5060.000 6.90 602.60 .00 .00 602.78 .19 1.66 .03 599.50 1600.0 954.9 645.1 .0 489.1 130.1 .0 41.2 22.4 604.60 .27 1.95 4.96 .00 .080 .060 .000 .000 595.70 872.37 .005654 180. 260. 280. 1 0 0 .00 379.84 1252.21 CCHV= .100 CEHV= .300 *SECNO 5090.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 601.70 MAX ELLC= 600.00 5120 OLD NORTH RD AUG 1983 FS 14 5090.000 6.84 602.84 .00 .00 603.00 .16 .21 .00 601.70 1600.0 1341.6 218.2 40.3 592.4 32.5 30.0 41.7 22.7 601.70 .28 2.26 6.71 1.34 .080 .020 .080 .000 596.00 926.39 .009093 30. 30. 30. 0 0 0 -12.38 510.18 1436.56 1 13AUG14 08:28:45 PAGE 9 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 5120.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 601.70 MAX ELLC= 600.00 5120.000 7.11 603.11 .00 .00 603.21 .10 .20 .01 601.70 1600.0 1364.3 181.2 54.5 724.7 34.5 47.2 42.2 23.1 601.70 .28 1.88 5.25 1.15 .080 .020 .080 .000 596.00 871.99 .005148 30. 30. 30. 2 0 0 -12.38 578.58 1450.56 *SECNO 5150.000 3280 CROSS SECTION 5150.00 EXTENDED 4.23 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.48 AUG 1983 FS 15 5150.000 7.53 603.23 .00 .00 603.31 .08 .10 .00 599.60 1600.0 1034.1 478.0 87.8 689.2 137.1 52.8 42.7 23.5 600.10 .28 1.50 3.49 1.66 .080 .060 .080 .000 595.70 904.60 .002348 30. 30. 30. 2 0 0 .00 512.40 1417.00 1 13AUG14 08:28:45 PAGE 10 T1 DENTON FIS 1984 T2 50 YEAR FREQUENCY FLOOD T3 COOPER CREEK TRIB 1 JAH J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 3 0.00450 -1 576.00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 -1 1 13AUG14 08:28:45 PAGE 11 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 *PROF 2 CCHV= .100 CEHV= .300 *SECNO 480.000 AUG 1983 FS 1 480.000 10.46 576.06 .00 576.00 576.37 .31 .00 .00 571.80 2250.0 865.6 1234.1 150.4 481.6 211.1 97.1 .0 .0 573.30 .00 1.80 5.85 1.55 .080 .060 .080 .000 565.60 979.15 .004538 0. 0. 0. 0 0 4 .00 499.29 1478.44 *SECNO 1280.000 1280.000 9.82 579.22 .00 .00 579.72 .50 3.29 .06 575.20 2250.0 189.5 1327.1 733.3 62.6 190.1 255.0 8.1 3.2 573.40 .03 3.03 6.98 2.88 .080 .060 .080 .000 569.40 1345.00 .005720 320. 800. 600. 2 0 0 .00 137.98 1482.98 *SECNO 1360.000 3280 CROSS SECTION 1360.00 EXTENDED 3.55 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 584.00 ELREA= 584.00 AUG 1983 FS 3 1360.000 9.05 579.45 .00 .00 580.31 .86 .48 .11 576.20 2250.0 .0 2250.0 .0 .0 302.1 .0 8.9 3.3 574.40 .04 .00 7.45 .00 .000 .060 .000 .000 570.40 1351.00 .006378 80. 80. 80. 2 0 0 .00 39.00 1390.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 2.50 2.44 2.70 .00 30.40 6.50 215.00 .00 572.50 569.50 *SECNO 1710.000 3280 CROSS SECTION 1710.00 EXTENDED 5.48 FEET PRESSURE FLOW 1 13AUG14 08:28:45 PAGE 12 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 EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 583.60 583.08 2.92 0. 2250. 215. 215. 581.50 584.00 0. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 584.90 ELREA= 584.90 LOOP 288 TEXAS HIGHWAY DEPARTMENT PROPOSED BRIDGE PLANS 1710.000 10.48 582.98 .00 .00 583.60 .62 3.29 .00 577.20 2250.0 .0 2250.0 .0 .0 357.3 .0 11.5 3.6 577.50 .05 .00 6.30 .00 .000 .060 .000 .000 572.50 1160.00 .003691 350. 350. 350. 2 0 0 .00 40.00 1200.00 *SECNO 1790.000 3280 CROSS SECTION 1790.00 EXTENDED 3.00 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.64 1790.000 9.80 583.70 .00 .00 583.82 .11 .17 .05 578.60 2250.0 711.3 840.2 698.4 357.7 235.2 347.2 12.7 3.9 578.90 .06 1.99 3.57 2.01 .070 .060 .060 .000 573.90 1080.00 .001373 80. 80. 80. 2 0 0 .00 220.00 1300.00 *SECNO 1910.000 3280 CROSS SECTION 1910.00 EXTENDED .09 FEET 1910.000 9.09 583.89 .00 .00 584.01 .13 .19 .00 579.50 2250.0 701.6 856.2 692.2 387.7 215.1 381.7 15.3 4.7 579.80 .07 1.81 3.98 1.81 .070 .060 .060 .000 574.80 1000.00 .001919 120. 120. 120. 2 0 0 .00 395.31 1395.31 *SECNO 2060.000 1 13AUG14 08:28:45 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 ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 2060.000 8.30 584.20 .00 .00 584.48 .28 .42 .05 580.60 2250.0 635.5 1081.4 533.2 264.2 193.0 237.4 18.2 6.0 580.90 .08 2.41 5.60 2.25 .070 .060 .060 .000 575.90 1025.99 .004393 150. 150. 150. 2 0 0 .00 336.43 1362.42 *SECNO 2180.000 AUG 1983 FS 6 2180.000 7.85 584.65 .00 .00 585.13 .48 .59 .06 581.50 2250.0 590.7 1267.3 392.0 204.5 180.6 158.9 19.6 6.7 581.80 .09 2.89 7.02 2.47 .070 .060 .060 .000 576.80 1042.53 .007542 80. 120. 100. 2 0 0 .00 298.86 1341.38 *SECNO 2400.000 2400.000 8.25 586.45 .00 .00 587.01 .56 1.85 .02 582.50 2250.0 613.3 1448.3 188.4 203.3 202.5 81.3 22.3 8.2 584.40 .10 3.02 7.15 2.32 .070 .060 .060 .000 578.20 1011.64 .009367 220. 220. 230. 3 0 0 .00 285.49 1297.13 *SECNO 2620.000 AUG 1983 FS 7 2620.000 8.80 588.40 .00 .00 588.86 .45 1.84 .01 586.40 2250.0 549.9 1564.6 135.5 241.0 248.6 64.8 24.9 9.7 586.90 .11 2.28 6.29 2.09 .070 .060 .060 .000 579.60 1099.80 .007499 220. 220. 220. 2 0 0 .00 322.60 1422.40 *SECNO 3040.000 AUG 1983 FS 8 3040.000 7.60 591.90 .00 .00 592.30 .40 3.43 .01 589.20 2250.0 989.7 1111.7 148.6 387.1 164.6 89.3 30.6 13.7 590.50 .14 2.56 6.75 1.66 .070 .060 .060 .000 584.30 1134.08 .009103 410. 420. 420. 2 0 0 .00 518.09 1652.16 *SECNO 3420.000 1 13AUG14 08:28:45 PAGE 14 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 = 1.54 AUG 1983 FS 9 3420.000 8.23 593.83 .00 .00 594.00 .17 1.69 .02 591.00 2250.0 161.9 772.6 1315.5 90.6 161.0 570.9 35.1 16.5 591.50 .16 1.79 4.80 2.30 .070 .060 .060 .000 585.60 1081.69 .003838 240. 380. 240. 2 0 0 .00 443.70 1525.39 *SECNO 3730.000 AUG 1983 FS 10 3730.000 7.47 595.17 .00 .00 595.43 .26 1.40 .03 591.90 2250.0 296.9 751.9 1201.2 136.8 133.4 371.2 40.3 19.1 591.30 .19 2.17 5.64 3.24 .070 .060 .060 .000 587.70 1116.24 .005440 350. 310. 300. 3 0 0 .00 302.09 1418.33 *SECNO 4230.000 AUG 1983 FS 11 4230.000 7.08 597.18 .00 .00 597.33 .15 1.89 .01 594.50 2250.0 49.4 613.3 1587.3 33.8 130.9 715.0 47.0 22.0 593.40 .23 1.46 4.69 2.22 .080 .060 .080 .000 590.10 1174.87 .004192 380. 500. 350. 1 0 0 .00 376.97 1551.84 *SECNO 4490.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 4490.000 6.65 598.25 .00 .00 598.79 .53 1.34 .12 596.20 2250.0 206.8 1286.7 756.5 122.1 175.7 237.2 50.3 23.6 595.70 .24 1.69 7.32 3.19 .080 .060 .080 .000 591.60 1079.57 .009613 200. 260. 190. 2 0 0 .00 350.51 1430.09 *SECNO 4800.000 AUG 1983 FS 12 4800.000 7.63 601.13 .00 .00 601.57 .45 2.78 .01 598.30 2250.0 936.4 1212.3 101.4 406.3 173.4 56.7 54.3 26.1 599.20 .25 2.30 6.99 1.79 .080 .060 .080 .000 593.50 1050.70 .008797 280. 310. 310. 3 0 0 .00 387.23 1437.94 1 13AUG14 08:28:45 PAGE 15 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 5060.000 AUG 1983 FS 13 5060.000 7.30 603.00 .00 .00 603.21 .21 1.61 .02 599.50 2250.0 1483.8 766.2 .0 641.2 141.0 .0 57.6 27.9 604.60 .27 2.31 5.43 .00 .080 .060 .000 .000 595.70 823.50 .006337 180. 260. 280. 2 0 0 .00 429.48 1252.98 CCHV= .100 CEHV= .300 *SECNO 5090.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 601.70 MAX ELLC= 600.00 5120 OLD NORTH RD AUG 1983 FS 14 5090.000 7.28 603.28 .00 .00 603.42 .14 .21 .01 601.70 2250.0 1931.3 230.5 88.2 812.6 35.7 59.5 58.2 28.3 601.70 .27 2.38 6.46 1.48 .080 .020 .080 .000 596.00 833.72 .007435 30. 30. 30. 2 0 0 -12.38 625.27 1458.98 *SECNO 5120.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 601.70 MAX ELLC= 600.00 5120.000 7.51 603.51 .00 .00 603.61 .10 .18 .00 601.70 2250.0 1943.1 203.5 103.3 941.9 37.3 78.3 58.8 28.7 601.70 .28 2.06 5.45 1.32 .080 .020 .080 .000 596.00 781.92 .005001 30. 30. 30. 2 0 0 -12.38 688.46 1470.38 *SECNO 5150.000 3280 CROSS SECTION 5150.00 EXTENDED 4.62 FEET AUG 1983 FS 15 5150.000 7.92 603.62 .00 .00 603.72 .10 .11 .00 599.60 2250.0 1541.2 592.0 116.8 894.3 147.2 59.4 59.6 29.2 600.10 .28 1.72 4.02 1.97 .080 .060 .080 .000 595.70 791.21 .002839 30. 30. 30. 2 0 0 .00 625.79 1417.00 1 13AUG14 08:28:45 PAGE 16 T1 DENTON FIS 1984 T2 100 YEAR FREQUENCY FLOOD T3 COOPER CREEK TRIB 1 JAH J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 4 0.00450 -1 576.00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 -1 1 13AUG14 08:28:45 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 *PROF 3 CCHV= .100 CEHV= .300 *SECNO 480.000 AUG 1983 FS 1 480.000 10.65 576.25 .00 576.00 576.55 .30 .00 .00 571.80 2500.0 1040.8 1280.5 178.7 557.7 216.4 110.9 .0 .0 573.30 .00 1.87 5.92 1.61 .080 .060 .080 .000 565.60 976.32 .004498 0. 0. 0. 0 0 5 .00 506.96 1483.28 *SECNO 1280.000 1280.000 10.02 579.42 .00 .00 579.98 .55 3.35 .07 575.20 2500.0 213.5 1442.5 844.0 65.9 195.1 275.6 8.7 3.2 573.40 .03 3.24 7.40 3.06 .080 .060 .080 .000 569.40 1345.00 .006202 320. 800. 600. 2 0 0 .00 141.95 1486.95 *SECNO 1360.000 3280 CROSS SECTION 1360.00 EXTENDED 3.74 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 584.00 ELREA= 584.00 AUG 1983 FS 3 1360.000 9.24 579.64 .00 .00 580.65 1.01 .54 .14 576.20 2500.0 .0 2500.0 .0 .0 309.6 .0 9.5 3.4 574.40 .03 .00 8.08 .00 .000 .060 .000 .000 570.40 1351.00 .007260 80. 80. 80. 2 0 0 .00 39.00 1390.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 2.50 2.44 2.70 .00 30.40 6.50 215.00 .00 572.50 569.50 *SECNO 1710.000 3280 CROSS SECTION 1710.00 EXTENDED 6.55 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 1 13AUG14 08:28:45 PAGE 18 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 PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 584.76 583.96 3.60 29. 2473. 215. 215. 581.50 584.00 78. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 584.90 ELREA= 584.90 LOOP 288 TEXAS HIGHWAY DEPARTMENT PROPOSED BRIDGE PLANS 1710.000 11.54 584.04 .00 .00 584.65 .61 4.00 .00 577.20 2500.0 .0 2500.0 .0 .0 399.8 .0 12.4 3.7 577.50 .05 .00 6.25 .00 .000 .060 .000 .000 572.50 1160.00 .003132 350. 350. 350. 2 0 4 .00 40.00 1200.00 *SECNO 1790.000 3280 CROSS SECTION 1790.00 EXTENDED 4.04 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.90 1790.000 10.84 584.74 .00 .00 584.82 .08 .12 .05 578.60 2500.0 820.5 812.5 867.0 448.8 264.2 454.9 13.8 4.0 578.90 .06 1.83 3.08 1.91 .070 .060 .060 .000 573.90 1080.00 .000872 80. 80. 80. 2 0 0 .00 220.00 1300.00 *SECNO 1910.000 3280 CROSS SECTION 1910.00 EXTENDED 1.07 FEET 1910.000 10.07 584.87 .00 .00 584.93 .07 .11 .00 579.50 2500.0 837.1 731.6 931.3 552.2 242.6 602.1 17.3 4.9 579.80 .08 1.52 3.02 1.55 .070 .060 .060 .000 574.80 1000.00 .000939 120. 120. 120. 2 0 0 .00 448.15 1448.15 1 13AUG14 08:28:45 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 *SECNO 2060.000 3280 CROSS SECTION 2060.00 EXTENDED .11 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .64 2060.000 9.12 585.02 .00 .00 585.17 .15 .21 .03 580.60 2500.0 781.8 945.1 773.1 391.5 215.8 386.2 21.4 6.3 580.90 .09 2.00 4.38 2.00 .070 .060 .060 .000 575.90 1000.00 .002316 150. 150. 150. 1 0 0 .00 396.25 1396.25 *SECNO 2180.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 AUG 1983 FS 6 2180.000 8.44 585.24 .00 .00 585.54 .30 .33 .05 581.50 2500.0 730.5 1164.1 605.4 284.7 197.0 251.9 23.4 7.1 581.80 .10 2.57 5.91 2.40 .070 .060 .060 .000 576.80 1020.74 .004757 80. 120. 100. 2 0 0 .00 346.23 1366.96 *SECNO 2400.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 2400.000 8.32 586.52 .00 .00 587.16 .63 1.51 .10 582.50 2500.0 698.3 1576.2 225.6 213.7 205.1 88.5 26.5 8.8 584.40 .11 3.27 7.69 2.55 .070 .060 .060 .000 578.20 1008.39 .010635 220. 220. 230. 3 0 0 .00 292.39 1300.78 *SECNO 2620.000 AUG 1983 FS 7 2620.000 9.03 588.63 .00 .00 589.06 .42 1.88 .02 586.40 2500.0 692.8 1619.4 187.9 287.9 258.9 83.5 29.4 10.4 586.90 .12 2.41 6.26 2.25 .070 .060 .060 .000 579.60 1090.26 .007017 220. 220. 220. 2 0 0 .00 340.61 1430.88 *SECNO 3040.000 1 13AUG14 08:28:45 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 ITRIAL IDC ICONT CORAR TOPWID ENDST 3280 CROSS SECTION 3040.00 EXTENDED .01 FEET AUG 1983 FS 8 3040.000 7.71 592.01 .00 .00 592.41 .40 3.35 .00 589.20 2500.0 1130.8 1165.6 203.6 418.4 168.1 112.9 35.7 14.6 590.50 .15 2.70 6.93 1.80 .070 .060 .060 .000 584.30 1129.87 .009322 410. 420. 420. 3 0 0 .00 540.13 1670.00 *SECNO 3420.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.54 AUG 1983 FS 9 3420.000 8.36 593.96 .00 .00 594.14 .18 1.71 .02 591.00 2500.0 188.1 811.4 1500.5 100.1 164.4 617.3 40.6 17.4 591.50 .17 1.88 4.94 2.43 .070 .060 .060 .000 585.60 1077.12 .003944 240. 380. 240. 2 0 0 .00 451.88 1529.00 *SECNO 3730.000 AUG 1983 FS 10 3730.000 7.63 595.33 .00 .00 595.60 .27 1.43 .03 591.90 2500.0 341.7 795.5 1362.8 150.9 137.2 403.8 46.2 20.1 591.30 .19 2.26 5.80 3.37 .070 .060 .060 .000 587.70 1112.04 .005549 350. 310. 300. 3 0 0 .00 314.49 1426.53 *SECNO 4230.000 AUG 1983 FS 11 4230.000 7.27 597.37 .00 .00 597.52 .15 1.91 .01 594.50 2500.0 58.9 651.1 1790.0 38.5 135.4 774.2 53.4 23.1 593.40 .23 1.53 4.81 2.31 .080 .060 .080 .000 590.10 1173.20 .004224 380. 500. 350. 1 0 0 .00 386.42 1559.62 *SECNO 4490.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 4490.000 6.84 598.44 .00 .00 598.97 .53 1.34 .11 596.20 2500.0 290.6 1350.6 858.9 163.4 181.0 258.5 57.0 24.8 595.70 .24 1.78 7.46 3.32 .080 .060 .080 .000 591.60 1043.09 .009593 200. 260. 190. 1 0 0 .00 394.30 1437.38 1 13AUG14 08:28:45 PAGE 21 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 4800.000 AUG 1983 FS 12 4800.000 7.80 601.30 .00 .00 601.73 .44 2.75 .01 598.30 2500.0 1106.5 1263.6 129.9 454.4 178.4 69.7 61.4 27.5 599.20 .26 2.43 7.08 1.86 .080 .060 .080 .000 593.50 1045.29 .008688 280. 310. 310. 3 0 0 .00 402.77 1448.06 *SECNO 5060.000 AUG 1983 FS 13 5060.000 7.45 603.15 .00 .00 603.36 .21 1.60 .02 599.50 2500.0 1696.1 803.9 .0 703.2 145.0 .0 65.0 29.4 604.60 .28 2.41 5.54 .00 .080 .060 .000 .000 595.70 783.51 .006444 180. 260. 280. 2 0 0 .00 469.74 1253.26 CCHV= .100 CEHV= .300 *SECNO 5090.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 601.70 MAX ELLC= 600.00 5120 OLD NORTH RD AUG 1983 FS 14 5090.000 7.43 603.43 .00 .00 603.57 .14 .20 .01 601.70 2500.0 2155.3 235.5 109.3 897.4 36.8 71.7 65.7 29.8 601.70 .28 2.40 6.40 1.52 .080 .020 .080 .000 596.00 799.23 .007026 30. 30. 30. 2 0 0 -12.38 667.34 1466.57 *SECNO 5120.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 601.70 MAX ELLC= 600.00 5120.000 7.65 603.65 .00 .00 603.75 .10 .18 .00 601.70 2500.0 2164.4 211.4 124.2 1022.6 38.3 90.5 66.4 30.3 601.70 .28 2.12 5.53 1.37 .080 .020 .080 .000 596.00 751.76 .004966 30. 30. 30. 1 0 0 -12.38 725.25 1477.01 *SECNO 5150.000 3280 CROSS SECTION 5150.00 EXTENDED 4.76 FEET AUG 1983 FS 15 5150.000 8.06 603.76 .00 .00 603.86 .11 .11 .00 599.60 2500.0 1743.8 629.3 126.9 977.9 150.8 61.8 67.2 30.8 600.10 .29 1.78 4.17 2.05 .080 .060 .080 .000 595.70 750.86 .002959 30. 30. 30. 2 0 0 .00 666.14 1417.00 1 13AUG14 08:28:45 PAGE 22 T1 DENTON FIS 1984 T2 500 YEAR FREQUENCY FLOOD T3 COOPER CREEK TRIB 1 JAH J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 5 0.00450 -1 576.00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 1 13AUG14 08:28:45 PAGE 23 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 *PROF 4 CCHV= .100 CEHV= .300 *SECNO 480.000 AUG 1983 FS 1 480.000 10.73 576.33 .00 576.00 576.63 .30 .00 .00 571.80 2620.0 1124.6 1303.1 192.3 590.9 218.7 117.1 .0 .0 573.30 .00 1.90 5.96 1.64 .080 .060 .080 .000 565.60 975.08 .004497 0. 0. 0. 0 0 5 .00 510.29 1485.38 *SECNO 1280.000 1280.000 10.12 579.52 .00 .00 580.10 .58 3.38 .08 575.20 2620.0 225.0 1496.5 898.5 67.5 197.4 285.5 9.0 3.3 573.40 .03 3.33 7.58 3.15 .080 .060 .080 .000 569.40 1345.00 .006421 320. 800. 600. 2 0 0 .00 143.79 1488.79 *SECNO 1360.000 3280 CROSS SECTION 1360.00 EXTENDED 3.82 FEET 3301 HV CHANGED MORE THAN HVINS 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 584.00 ELREA= 584.00 AUG 1983 FS 3 1360.000 9.32 579.72 .00 .00 580.81 1.09 .56 .15 576.20 2620.0 .0 2620.0 .0 .0 312.9 .0 9.8 3.4 574.40 .03 .00 8.37 .00 .000 .060 .000 .000 570.40 1351.00 .007696 80. 80. 80. 2 0 0 .00 39.00 1390.00 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 574.18 , NOT 579.72 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 2.50 2.44 2.70 .00 30.40 6.50 215.00 .00 572.50 569.50 *SECNO 1710.000 3280 CROSS SECTION 1710.00 EXTENDED 7.53 FEET 1 13AUG14 08:28:45 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 ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.68 PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 587.10 585.17 .00 409. 2600. 215. 215. 581.50 584.00 490. LOOP 288 TEXAS HIGHWAY DEPARTMENT PROPOSED BRIDGE PLANS 1710.000 12.53 585.03 .00 .00 585.26 .23 4.45 .00 577.20 3000.0 1044.9 1955.1 .0 421.7 439.0 .0 14.5 4.0 577.50 .06 2.48 4.45 .00 .080 .060 .000 .000 572.50 1100.00 .001402 350. 350. 350. 2 0 4 .00 100.00 1200.00 *SECNO 1790.000 3280 CROSS SECTION 1790.00 EXTENDED 4.57 FEET 1790.000 11.37 585.27 .00 .00 585.37 .10 .09 .01 578.60 3000.0 997.4 921.0 1081.7 495.4 279.0 509.9 16.5 4.3 578.90 .07 2.01 3.30 2.12 .070 .060 .060 .000 573.90 1080.00 .000934 80. 80. 80. 2 0 0 .00 220.00 1300.00 *SECNO 1910.000 3280 CROSS SECTION 1910.00 EXTENDED 1.61 FEET 1910.000 10.61 585.41 .00 .00 585.48 .07 .11 .00 579.50 3000.0 1020.6 777.5 1201.9 643.1 257.7 746.7 20.5 5.3 579.80 .09 1.59 3.02 1.61 .070 .060 .060 .000 574.80 1000.00 .000867 120. 120. 120. 0 0 0 .00 478.21 1478.21 *SECNO 2060.000 3280 CROSS SECTION 2060.00 EXTENDED .65 FEET 1 13AUG14 08:28:45 PAGE 25 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 = .66 2060.000 9.65 585.55 .00 .00 585.69 .13 .19 .02 580.60 3000.0 982.8 975.7 1041.4 481.5 230.8 500.9 25.5 6.8 580.90 .10 2.04 4.23 2.08 .070 .060 .060 .000 575.90 1000.00 .001972 150. 150. 150. 0 0 0 .00 424.77 1424.77 *SECNO 2180.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 AUG 1983 FS 6 2180.000 8.94 585.74 .00 .00 586.00 .26 .28 .04 581.50 3000.0 930.2 1206.3 863.4 362.5 210.9 342.2 27.8 7.7 581.80 .11 2.57 5.72 2.52 .070 .060 .060 .000 576.80 1002.34 .004069 80. 120. 100. 2 0 0 .00 386.21 1388.55 *SECNO 2400.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 2400.000 8.65 586.85 .00 .00 587.47 .62 1.37 .11 582.50 3000.0 922.2 1711.5 366.3 265.5 217.2 124.9 31.7 9.5 584.40 .12 3.47 7.88 2.93 .070 .060 .060 .000 578.20 992.61 .010356 220. 220. 230. 3 0 0 .00 320.67 1313.28 *SECNO 2620.000 AUG 1983 FS 7 2620.000 9.33 588.93 .00 .00 589.37 .44 1.88 .02 586.40 3000.0 941.1 1778.2 280.7 351.8 272.2 110.5 35.1 11.2 586.90 .13 2.68 6.53 2.54 .070 .060 .060 .000 579.60 1077.94 .007158 220. 220. 220. 2 0 0 .00 363.90 1441.84 *SECNO 3040.000 3280 CROSS SECTION 3040.00 EXTENDED .27 FEET AUG 1983 FS 8 3040.000 7.97 592.27 .00 .00 592.64 .37 3.26 .01 589.20 3000.0 1424.9 1216.7 358.4 494.4 176.6 171.4 42.6 15.5 590.50 .16 2.88 6.89 2.09 .070 .060 .060 .000 584.30 1125.92 .008627 410. 420. 420. 3 0 0 .00 544.08 1670.00 1 13AUG14 08:28:45 PAGE 26 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 3420.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.41 AUG 1983 FS 9 3420.000 8.57 594.17 .00 .00 594.37 .21 1.72 .02 591.00 3000.0 239.9 896.7 1863.4 115.9 169.7 689.8 48.2 18.4 591.50 .18 2.07 5.28 2.70 .070 .060 .060 .000 585.60 1070.07 .004332 240. 380. 240. 2 0 0 .00 464.97 1535.04 *SECNO 3730.000 AUG 1983 FS 10 3730.000 7.94 595.64 .00 .00 595.93 .30 1.53 .03 591.90 3000.0 433.9 877.4 1688.8 178.2 144.0 466.7 54.4 21.3 591.30 .20 2.43 6.09 3.62 .070 .060 .060 .000 587.70 1104.40 .005737 350. 310. 300. 2 0 0 .00 337.03 1441.43 *SECNO 4230.000 AUG 1983 FS 11 4230.000 7.61 597.71 .00 .00 597.87 .16 1.93 .01 594.50 3000.0 82.7 721.5 2195.7 49.5 143.8 888.9 62.5 24.5 593.40 .24 1.67 5.02 2.47 .080 .060 .080 .000 590.10 1155.47 .004245 380. 500. 350. 1 0 0 .00 418.74 1574.20 *SECNO 4490.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 4490.000 7.17 598.77 .00 .00 599.28 .51 1.30 .10 596.20 3000.0 501.6 1447.1 1051.3 251.8 190.9 302.3 66.8 26.4 595.70 .25 1.99 7.58 3.48 .080 .060 .080 .000 591.60 1030.00 .009210 200. 260. 190. 1 0 0 .00 421.14 1451.14 *SECNO 4800.000 AUG 1983 FS 12 4800.000 8.06 601.56 .00 .00 602.01 .45 2.73 .01 598.30 3000.0 1432.3 1378.3 189.4 532.2 186.4 93.8 72.1 29.2 599.20 .27 2.69 7.40 2.02 .080 .060 .080 .000 593.50 1036.76 .008941 280. 310. 310. 3 0 0 .00 427.28 1464.04 1 13AUG14 08:28:45 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 IDC ICONT CORAR TOPWID ENDST *SECNO 5060.000 AUG 1983 FS 13 5060.000 7.73 603.43 .00 .00 603.64 .22 1.61 .02 599.50 3000.0 2132.0 868.0 .0 838.6 152.8 .0 76.2 31.4 604.60 .28 2.54 5.68 .00 .080 .060 .000 .000 595.70 706.73 .006480 180. 260. 280. 2 0 0 .00 547.06 1253.79 CCHV= .100 CEHV= .300 *SECNO 5090.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 601.70 MAX ELLC= 600.00 5120 OLD NORTH RD AUG 1983 FS 14 5090.000 7.71 603.71 .00 .00 603.84 .13 .19 .01 601.70 3000.0 2600.1 244.9 155.0 1068.0 38.8 97.4 77.0 31.8 601.70 .29 2.43 6.32 1.59 .080 .020 .080 .000 596.00 735.41 .006378 30. 30. 30. 2 0 0 -12.38 745.21 1480.61 *SECNO 5120.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 601.70 MAX ELLC= 600.00 5120.000 7.91 603.91 .00 .00 604.01 .10 .16 .00 601.70 3000.0 2605.7 223.9 170.3 1195.4 40.1 117.3 77.9 32.3 601.70 .29 2.18 5.58 1.45 .080 .020 .080 .000 596.00 691.64 .004748 30. 30. 30. 0 0 0 -12.38 798.60 1490.24 *SECNO 5150.000 3280 CROSS SECTION 5150.00 EXTENDED 5.02 FEET AUG 1983 FS 15 5150.000 8.32 604.02 .00 .00 604.13 .11 .11 .00 599.60 3000.0 2158.8 695.6 145.6 1149.5 157.6 66.2 78.8 32.9 600.10 .29 1.88 4.41 2.20 .080 .060 .080 .000 595.70 680.00 .003124 30. 30. 30. 2 0 0 .00 737.00 1417.00 1 13AUG14 08:28:45 PAGE 28 THIS RUN EXECUTED 13AUG14 08:28:50 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST COOPER CREEK TRIB 1 SUMMARY PRINTOUT SECNO Q CWSEL DIFWSP DIFWSX CRIWS ELTRD ELMIN HV HL SSTA ENDST 480.000 1600.00 575.46 .00 .00 .00 .00 565.60 .33 .00 1119.73 1463.25 480.000 2250.00 576.06 .59 .00 .00 .00 565.60 .31 .00 979.15 1478.44 480.000 2500.00 576.25 .19 .00 .00 .00 565.60 .30 .00 976.32 1483.28 480.000 2620.00 576.33 .08 .00 .00 .00 565.60 .30 .00 975.08 1485.38 1280.000 1600.00 578.52 .00 3.06 .00 .00 569.40 .37 3.09 1345.00 1469.68 1280.000 2250.00 579.22 .70 3.16 .00 .00 569.40 .50 3.29 1345.00 1482.98 1280.000 2500.00 579.42 .21 3.18 .00 .00 569.40 .55 3.35 1345.00 1486.95 1280.000 2620.00 579.52 .10 3.19 .00 .00 569.40 .58 3.38 1345.00 1488.79 1360.000 1600.00 578.77 .00 .25 .00 .00 570.40 .52 .36 1351.00 1390.00 1360.000 2250.00 579.45 .67 .23 .00 .00 570.40 .86 .48 1351.00 1390.00 1360.000 2500.00 579.64 .19 .21 .00 .00 570.40 1.01 .54 1351.00 1390.00 1360.000 2620.00 579.72 .08 .20 .00 .00 570.40 1.09 .56 1351.00 1390.00 1710.000 1600.00 580.35 .00 1.58 .00 584.00 572.50 .63 1.68 1160.00 1200.00 1710.000 2250.00 582.98 2.63 3.53 .00 584.00 572.50 .62 3.29 1160.00 1200.00 * 1710.000 2500.00 584.04 1.06 4.41 .00 584.00 572.50 .61 4.00 1160.00 1200.00 * 1710.000 3000.00 585.03 .98 5.31 .00 584.00 572.50 .23 4.45 1100.00 1200.00 1790.000 1600.00 580.98 .00 .63 .00 .00 573.90 .62 .63 1080.00 1300.00 * 1790.000 2250.00 583.70 2.72 .72 .00 .00 573.90 .11 .17 1080.00 1300.00 * 1790.000 2500.00 584.74 1.04 .69 .00 .00 573.90 .08 .12 1080.00 1300.00 1790.000 3000.00 585.27 .53 .24 .00 .00 573.90 .10 .09 1080.00 1300.00 1910.000 1600.00 582.15 .00 1.17 .00 .00 574.80 .44 .96 1060.84 1323.22 1910.000 2250.00 583.89 1.74 .18 .00 .00 574.80 .13 .19 1000.00 1395.31 1910.000 2500.00 584.87 .98 .13 .00 .00 574.80 .07 .11 1000.00 1448.15 1910.000 3000.00 585.41 .54 .14 .00 .00 574.80 .07 .11 1000.00 1478.21 2060.000 1600.00 583.19 .00 1.04 .00 .00 575.90 .48 1.07 1063.29 1320.47 * 2060.000 2250.00 584.20 1.01 .31 .00 .00 575.90 .28 .42 1025.99 1362.42 * 2060.000 2500.00 585.02 .82 .15 .00 .00 575.90 .15 .21 1000.00 1396.25 * 2060.000 3000.00 585.55 .53 .14 .00 .00 575.90 .13 .19 1000.00 1424.77 1 13AUG14 08:28:45 PAGE 29 SECNO Q CWSEL DIFWSP DIFWSX CRIWS ELTRD ELMIN HV HL SSTA ENDST 2180.000 1600.00 584.01 .00 .82 .00 .00 576.80 .55 .87 1066.34 1313.43 2180.000 2250.00 584.65 .64 .45 .00 .00 576.80 .48 .59 1042.53 1341.38 * 2180.000 2500.00 585.24 .59 .22 .00 .00 576.80 .30 .33 1020.74 1366.96 * 2180.000 3000.00 585.74 .50 .19 .00 .00 576.80 .26 .28 1002.34 1388.55 2400.000 1600.00 585.95 .00 1.94 .00 .00 578.20 .51 1.90 1035.37 1267.64 2400.000 2250.00 586.45 .50 1.80 .00 .00 578.20 .56 1.85 1011.64 1297.13 * 2400.000 2500.00 586.52 .07 1.28 .00 .00 578.20 .63 1.51 1008.39 1300.78 * 2400.000 3000.00 586.85 .33 1.11 .00 .00 578.20 .62 1.37 992.61 1313.28 2620.000 1600.00 587.81 .00 1.87 .00 .00 579.60 .46 1.81 1141.30 1400.81 2620.000 2250.00 588.40 .59 1.95 .00 .00 579.60 .45 1.84 1099.80 1422.40 2620.000 2500.00 588.63 .23 2.11 .00 .00 579.60 .42 1.88 1090.26 1430.88 2620.000 3000.00 588.93 .30 2.08 .00 .00 579.60 .44 1.88 1077.94 1441.84 3040.000 1600.00 591.45 .00 3.63 .00 .00 584.30 .45 3.63 1152.05 1497.33 3040.000 2250.00 591.90 .45 3.49 .00 .00 584.30 .40 3.43 1134.08 1652.16 3040.000 2500.00 592.01 .11 3.37 .00 .00 584.30 .40 3.35 1129.87 1670.00 3040.000 3000.00 592.27 .26 3.34 .00 .00 584.30 .37 3.26 1125.92 1670.00 * 3420.000 1600.00 593.46 .00 2.01 .00 .00 585.60 .15 1.68 1094.48 1515.27 * 3420.000 2250.00 593.83 .37 1.93 .00 .00 585.60 .17 1.69 1081.69 1525.39 * 3420.000 2500.00 593.96 .13 1.95 .00 .00 585.60 .18 1.71 1077.12 1529.00 * 3420.000 3000.00 594.17 .21 1.90 .00 .00 585.60 .21 1.72 1070.07 1535.04 3730.000 1600.00 594.67 .00 1.21 .00 .00 587.70 .23 1.26 1128.98 1393.15 3730.000 2250.00 595.17 .50 1.34 .00 .00 587.70 .26 1.40 1116.24 1418.33 3730.000 2500.00 595.33 .16 1.37 .00 .00 587.70 .27 1.43 1112.04 1426.53 3730.000 3000.00 595.64 .31 1.47 .00 .00 587.70 .30 1.53 1104.40 1441.43 4230.000 1600.00 596.64 .00 1.97 .00 .00 590.10 .13 1.87 1179.98 1528.06 4230.000 2250.00 597.18 .54 2.02 .00 .00 590.10 .15 1.89 1174.87 1551.84 4230.000 2500.00 597.37 .19 2.04 .00 .00 590.10 .15 1.91 1173.20 1559.62 4230.000 3000.00 597.71 .34 2.07 .00 .00 590.10 .16 1.93 1155.47 1574.20 * 4490.000 1600.00 597.72 .00 1.08 .00 .00 591.60 .48 1.32 1221.92 1418.62 * 4490.000 2250.00 598.25 .53 1.07 .00 .00 591.60 .53 1.34 1079.57 1430.09 * 4490.000 2500.00 598.44 .19 1.07 .00 .00 591.60 .53 1.34 1043.09 1437.38 * 4490.000 3000.00 598.77 .33 1.06 .00 .00 591.60 .51 1.30 1030.00 1451.14 4800.000 1600.00 600.56 .00 2.84 .00 .00 593.50 .53 2.87 1069.04 1403.62 4800.000 2250.00 601.13 .57 2.88 .00 .00 593.50 .45 2.78 1050.70 1437.94 4800.000 2500.00 601.30 .17 2.86 .00 .00 593.50 .44 2.75 1045.29 1448.06 4800.000 3000.00 601.56 .26 2.79 .00 .00 593.50 .45 2.73 1036.76 1464.04 5060.000 1600.00 602.60 .00 2.04 .00 .00 595.70 .19 1.66 872.37 1252.21 5060.000 2250.00 603.00 .40 1.87 .00 .00 595.70 .21 1.61 823.50 1252.98 5060.000 2500.00 603.15 .15 1.85 .00 .00 595.70 .21 1.60 783.51 1253.26 5060.000 3000.00 603.43 .28 1.87 .00 .00 595.70 .22 1.61 706.73 1253.79 1 13AUG14 08:28:45 PAGE 30 SECNO Q CWSEL DIFWSP DIFWSX CRIWS ELTRD ELMIN HV HL SSTA ENDST 5090.000 1600.00 602.84 .00 .24 .00 601.70 596.00 .16 .21 926.39 1436.56 5090.000 2250.00 603.28 .44 .28 .00 601.70 596.00 .14 .21 833.72 1458.98 5090.000 2500.00 603.43 .15 .29 .00 601.70 596.00 .14 .20 799.23 1466.57 5090.000 3000.00 603.71 .28 .29 .00 601.70 596.00 .13 .19 735.41 1480.61 5120.000 1600.00 603.11 .00 .27 .00 601.70 596.00 .10 .20 871.99 1450.56 5120.000 2250.00 603.51 .40 .23 .00 601.70 596.00 .10 .18 781.92 1470.38 5120.000 2500.00 603.65 .14 .22 .00 601.70 596.00 .10 .18 751.76 1477.01 5120.000 3000.00 603.91 .26 .20 .00 601.70 596.00 .10 .16 691.64 1490.24 * 5150.000 1600.00 603.23 .00 .12 .00 .00 595.70 .08 .10 904.60 1417.00 5150.000 2250.00 603.62 .39 .11 .00 .00 595.70 .10 .11 791.21 1417.00 5150.000 2500.00 603.76 .14 .11 .00 .00 595.70 .11 .11 750.86 1417.00 5150.000 3000.00 604.02 .26 .11 .00 .00 595.70 .11 .11 680.00 1417.00 1 13AUG14 08:28:45 PAGE 31 COOPER CREEK TRIB 1 SUMMARY PRINTOUT SECNO Q CWSEL CRIWS EG VLOB VCH VROB K*XNL K*XNCH K*XNR .01K 480.000 1600.00 575.46 .00 575.79 1.69 5.51 1.31 80.00 60.00 80.00 238.35 480.000 2250.00 576.06 .00 576.37 1.80 5.85 1.55 80.00 60.00 80.00 334.02 480.000 2500.00 576.25 .00 576.55 1.87 5.92 1.61 80.00 60.00 80.00 372.76 480.000 2620.00 576.33 .00 576.63 1.90 5.96 1.64 80.00 60.00 80.00 390.69 1280.000 1600.00 578.52 .00 578.89 2.43 5.87 2.37 80.00 60.00 80.00 236.57 1280.000 2250.00 579.22 .00 579.72 3.03 6.98 2.88 80.00 60.00 80.00 297.51 1280.000 2500.00 579.42 .00 579.98 3.24 7.40 3.06 80.00 60.00 80.00 317.44 1280.000 2620.00 579.52 .00 580.10 3.33 7.58 3.15 80.00 60.00 80.00 326.97 1360.000 1600.00 578.77 .00 579.30 .00 5.80 .00 .00 60.00 .00 242.18 1360.000 2250.00 579.45 .00 580.31 .00 7.45 .00 .00 60.00 .00 281.74 1360.000 2500.00 579.64 .00 580.65 .00 8.08 .00 .00 60.00 .00 293.41 1360.000 2620.00 579.72 .00 580.81 .00 8.37 .00 .00 60.00 .00 298.65 1710.000 1600.00 580.35 .00 580.98 .00 6.35 .00 .00 60.00 .00 198.00 1710.000 2250.00 582.98 .00 583.60 .00 6.30 .00 .00 60.00 .00 370.36 * 1710.000 2500.00 584.04 .00 584.65 .00 6.25 .00 .00 60.00 .00 446.72 * 1710.000 3000.00 585.03 .00 585.26 2.48 4.45 .00 80.00 60.00 .00 801.16 1790.000 1600.00 580.98 .00 581.60 2.70 7.28 1.83 70.00 60.00 60.00 163.44 * 1790.000 2250.00 583.70 .00 583.82 1.99 3.57 2.01 70.00 60.00 60.00 607.16 * 1790.000 2500.00 584.74 .00 584.82 1.83 3.08 1.91 70.00 60.00 60.00 846.82 1790.000 3000.00 585.27 .00 585.37 2.01 3.30 2.12 70.00 60.00 60.00 981.80 1910.000 1600.00 582.15 .00 582.59 2.44 6.34 1.86 70.00 60.00 60.00 193.44 1910.000 2250.00 583.89 .00 584.01 1.81 3.98 1.81 70.00 60.00 60.00 513.64 1910.000 2500.00 584.87 .00 584.93 1.52 3.02 1.55 70.00 60.00 60.00 815.71 1910.000 3000.00 585.41 .00 585.48 1.59 3.02 1.61 70.00 60.00 60.00 1018.93 2060.000 1600.00 583.19 .00 583.67 2.50 6.56 1.86 70.00 60.00 60.00 185.51 * 2060.000 2250.00 584.20 .00 584.48 2.41 5.60 2.25 70.00 60.00 60.00 339.46 * 2060.000 2500.00 585.02 .00 585.17 2.00 4.38 2.00 70.00 60.00 60.00 519.53 * 2060.000 3000.00 585.55 .00 585.69 2.04 4.23 2.08 70.00 60.00 60.00 675.49 2180.000 1600.00 584.01 .00 584.56 2.59 6.92 1.81 70.00 60.00 60.00 174.30 2180.000 2250.00 584.65 .00 585.13 2.89 7.02 2.47 70.00 60.00 60.00 259.08 * 2180.000 2500.00 585.24 .00 585.54 2.57 5.91 2.40 70.00 60.00 60.00 362.48 * 2180.000 3000.00 585.74 .00 586.00 2.57 5.72 2.52 70.00 60.00 60.00 470.28 2400.000 1600.00 585.95 .00 586.46 2.56 6.49 1.70 70.00 60.00 60.00 170.73 2400.000 2250.00 586.45 .00 587.01 3.02 7.15 2.32 70.00 60.00 60.00 232.48 * 2400.000 2500.00 586.52 .00 587.16 3.27 7.69 2.55 70.00 60.00 60.00 242.42 * 2400.000 3000.00 586.85 .00 587.47 3.47 7.88 2.93 70.00 60.00 60.00 294.80 1 13AUG14 08:28:45 PAGE 32 SECNO Q CWSEL CRIWS EG VLOB VCH VROB K*XNL K*XNCH K*XNR .01K 2620.000 1600.00 587.81 .00 588.27 1.84 5.92 1.32 70.00 60.00 60.00 182.45 2620.000 2250.00 588.40 .00 588.86 2.28 6.29 2.09 70.00 60.00 60.00 259.82 2620.000 2500.00 588.63 .00 589.06 2.41 6.26 2.25 70.00 60.00 60.00 298.45 2620.000 3000.00 588.93 .00 589.37 2.68 6.53 2.54 70.00 60.00 60.00 354.60 3040.000 1600.00 591.45 .00 591.90 2.15 6.63 1.50 70.00 60.00 60.00 160.70 3040.000 2250.00 591.90 .00 592.30 2.56 6.75 1.66 70.00 60.00 60.00 235.82 3040.000 2500.00 592.01 .00 592.41 2.70 6.93 1.80 70.00 60.00 60.00 258.93 3040.000 3000.00 592.27 .00 592.64 2.88 6.89 2.09 70.00 60.00 60.00 322.99 * 3420.000 1600.00 593.46 .00 593.61 1.47 4.32 1.91 70.00 60.00 60.00 275.47 * 3420.000 2250.00 593.83 .00 594.00 1.79 4.80 2.30 70.00 60.00 60.00 363.20 * 3420.000 2500.00 593.96 .00 594.14 1.88 4.94 2.43 70.00 60.00 60.00 398.07 * 3420.000 3000.00 594.17 .00 594.37 2.07 5.28 2.70 70.00 60.00 60.00 455.79 3730.000 1600.00 594.67 .00 594.90 1.88 5.13 2.82 70.00 60.00 60.00 224.49 3730.000 2250.00 595.17 .00 595.43 2.17 5.64 3.24 70.00 60.00 60.00 305.07 3730.000 2500.00 595.33 .00 595.60 2.26 5.80 3.37 70.00 60.00 60.00 335.62 3730.000 3000.00 595.64 .00 595.93 2.43 6.09 3.62 70.00 60.00 60.00 396.08 4230.000 1600.00 596.64 .00 596.78 1.26 4.36 1.96 80.00 60.00 80.00 246.53 4230.000 2250.00 597.18 .00 597.33 1.46 4.69 2.22 80.00 60.00 80.00 347.51 4230.000 2500.00 597.37 .00 597.52 1.53 4.81 2.31 80.00 60.00 80.00 384.68 4230.000 3000.00 597.71 .00 597.87 1.67 5.02 2.47 80.00 60.00 80.00 460.43 * 4490.000 1600.00 597.72 .00 598.21 1.47 6.61 2.61 80.00 60.00 80.00 170.22 * 4490.000 2250.00 598.25 .00 598.79 1.69 7.32 3.19 80.00 60.00 80.00 229.48 * 4490.000 2500.00 598.44 .00 598.97 1.78 7.46 3.32 80.00 60.00 80.00 255.24 * 4490.000 3000.00 598.77 .00 599.28 1.99 7.58 3.48 80.00 60.00 80.00 312.60 4800.000 1600.00 600.56 .00 601.09 1.89 6.98 1.48 80.00 60.00 80.00 159.57 4800.000 2250.00 601.13 .00 601.57 2.30 6.99 1.79 80.00 60.00 80.00 239.89 4800.000 2500.00 601.30 .00 601.73 2.43 7.08 1.86 80.00 60.00 80.00 268.21 4800.000 3000.00 601.56 .00 602.01 2.69 7.40 2.02 80.00 60.00 80.00 317.26 5060.000 1600.00 602.60 .00 602.78 1.95 4.96 .00 80.00 60.00 .00 212.79 5060.000 2250.00 603.00 .00 603.21 2.31 5.43 .00 80.00 60.00 .00 282.64 5060.000 2500.00 603.15 .00 603.36 2.41 5.54 .00 80.00 60.00 .00 311.42 5060.000 3000.00 603.43 .00 603.64 2.54 5.68 .00 80.00 60.00 .00 372.69 5090.000 1600.00 602.84 .00 603.00 2.26 6.71 1.34 80.00 20.00 80.00 167.79 5090.000 2250.00 603.28 .00 603.42 2.38 6.46 1.48 80.00 20.00 80.00 260.94 5090.000 2500.00 603.43 .00 603.57 2.40 6.40 1.52 80.00 20.00 80.00 298.25 5090.000 3000.00 603.71 .00 603.84 2.43 6.32 1.59 80.00 20.00 80.00 375.66 5120.000 1600.00 603.11 .00 603.21 1.88 5.25 1.15 80.00 20.00 80.00 223.00 5120.000 2250.00 603.51 .00 603.61 2.06 5.45 1.32 80.00 20.00 80.00 318.15 5120.000 2500.00 603.65 .00 603.75 2.12 5.53 1.37 80.00 20.00 80.00 354.75 5120.000 3000.00 603.91 .00 604.01 2.18 5.58 1.45 80.00 20.00 80.00 435.37 1 13AUG14 08:28:45 PAGE 33 SECNO Q CWSEL CRIWS EG VLOB VCH VROB K*XNL K*XNCH K*XNR .01K * 5150.000 1600.00 603.23 .00 603.31 1.50 3.49 1.66 80.00 60.00 80.00 330.22 5150.000 2250.00 603.62 .00 603.72 1.72 4.02 1.97 80.00 60.00 80.00 422.29 5150.000 2500.00 603.76 .00 603.86 1.78 4.17 2.05 80.00 60.00 80.00 459.62 5150.000 3000.00 604.02 .00 604.13 1.88 4.41 2.20 80.00 60.00 80.00 536.76 1 13AUG14 08:28:45 PAGE 34 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 1710.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 1710.000 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 1710.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1790.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1790.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2060.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2060.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2060.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2180.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2180.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2400.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2400.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3420.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3420.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3420.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3420.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4490.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4490.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4490.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4490.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 5150.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 13AUG14 08:28:45 PAGE 35 FLOOD INSURANCE ZONE DATA FOR COOPER CREEK TRIB 1 FLOOD HAZARD FACTOR FOR ENTIRE REACH USING SECTIONS SECTION CUMULATIVE ELEVATION DIFFERENCE NUMBER DISTANCE BETWEEN BASE FLOOD AND 10 2 0.2 480.000 0. -.78 -.19 .08 1280.000 800. -.90 -.21 .10 1360.000 880. -.86 -.19 .08 1710.000 1230. -3.69 -1.06 .98 1790.000 1310. -3.76 -1.04 .53 1910.000 1430. -2.72 -.98 .54 2060.000 1580. -1.83 -.82 .53 2180.000 1700. -1.23 -.59 .50 2400.000 1920. -.58 -.07 .33 2620.000 2140. -.82 -.23 .30 3040.000 2560. -.56 -.11 .26 3420.000 2940. -.50 -.13 .21 3730.000 3250. -.66 -.16 .31 4230.000 3750. -.73 -.19 .34 4490.000 4010. -.72 -.19 .33 4800.000 4320. -.74 -.17 .26 5060.000 4580. -.55 -.15 .28 5090.000 4610. -.59 -.15 .28 5120.000 4640. -.54 -.14 .26 5150.000 4670. -.53 -.14 .26 -------------------------------------------------- WEIGHTED AVG FOR REACH -1.02 -.29 .30 FHF FOR THE REACH = 010 WITH 82.4 PERCENT OF THE REACH WITHIN .5 FEET ZONE FOR THE REACH = A 2 -------------------------------------------------- -------------------------------------------------- Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/Current Effective/H20_multiprofile.OUT Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/Current Effective/H21_floodway.OUT Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/Backup.p01 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.f02 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.f03 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.f07 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.g01 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.g01.hdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.g04 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.g04.hdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.g05 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.g05.hdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.O01 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.O02 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.O03 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.O04 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.O05 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.O06 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.O07 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.O08 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p01 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p01.comp_msgs.txtSteady Flow Simulation Version 4.1.0 Jan 2010 Finished Steady Flow Simulation Task Time Complete Process 0.30 sec Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p01.hdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p02 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p02.hdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p03.hdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p04.hdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p05 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p05.comp_msgs.txtSteady Flow Simulation Version 4.1.0 Jan 2010 Finished Steady Flow Simulation Task Time Complete Process 0.14 sec Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p05.hdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p06.hdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p07 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p07.comp_msgs.txtSteady Flow Simulation Version 4.1.0 Jan 2010 Finished Steady Flow Simulation Task Time Complete Process 0.08 sec Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p07.hdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p08 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.p08.hdf Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.prj Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.r01 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.r02 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.r05 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.r07 Mockingbird-MF-L24-0003-CCrk_CC1/CCrk_CC1 - HEC RAS/CCrk_CC1.r08 Mockingbird-MF-L24-0003-CCrk_CC1/L24-0003-Shapefiles_2024-0710/As-Built_Contours.zip As-Built_Contours.cpg As-Built_Contours.dbf As-Built_Contours.prj As-Built_Contours.sbn As-Built_Contours.sbx As-Built_Contours.shp As-Built_Contours.shp.xmlen 1.0 TRUE c:\program files (x86)\arcgis\desktop10.8\ArcToolbox\Toolboxes\Data Management Tools.tbx\CalculateField CalculateField As-Built_Contours Elevation "round (!Elevation!, 0)" PYTHON_9.3 # As-Built_Contours.shx Mockingbird-MF-L24-0003-CCrk_CC1/L24-0003-Shapefiles_2024-0710/KCE_As-Built_100yr_FP.zip KCE_As-Built_100yr_FP.CPG KCE_As-Built_100yr_FP.dbf KCE_As-Built_100yr_FP.prj KCE_As-Built_100yr_FP.sbn KCE_As-Built_100yr_FP.sbx KCE_As-Built_100yr_FP.shp KCE_As-Built_100yr_FP.shp.xmlen 1.0 TRUE TRUE file://\\DESKTOP-EH1B0CA\D\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\LOMR\KCE_Proposed_100yr_FP TRUE Local Area Network D:\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\KCE_Proposed_100yr_FP \\DESKTOP-EH1B0CA\D\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\LOMR\KCE_Proposed_100yr_FP 20240708 16254800 KCE_As-Built_100yr_FP.shx Mockingbird-MF-L24-0003-CCrk_CC1/L24-0003-Shapefiles_2024-0710/KCE_As-Built_500yr_FP.zip KCE_As-Built_500yr_FP.CPG KCE_As-Built_500yr_FP.dbf KCE_As-Built_500yr_FP.prj KCE_As-Built_500yr_FP.sbn KCE_As-Built_500yr_FP.sbx KCE_As-Built_500yr_FP.shp KCE_As-Built_500yr_FP.shp.xmlen 1.0 TRUE TRUE file://\\DESKTOP-EH1B0CA\D\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\LOMR\KCE_Proposed_500yr_FP TRUE Local Area Network D:\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\KCE_Proposed_500yr_FP \\DESKTOP-EH1B0CA\D\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\LOMR\KCE_Proposed_500yr_FP 20240708 16381700 KCE_As-Built_500yr_FP.shx Mockingbird-MF-L24-0003-CCrk_CC1/L24-0003-Shapefiles_2024-0710/KCE_As-Built_Floodway.zip KCE_As-Built_Floodway.CPG KCE_As-Built_Floodway.dbf KCE_As-Built_Floodway.prj KCE_As-Built_Floodway.sbn KCE_As-Built_Floodway.sbx KCE_As-Built_Floodway.shp KCE_As-Built_Floodway.shp.xmlen 1.0 TRUE TRUE file://\\DESKTOP-EH1B0CA\D\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\LOMR\KCE_Corrected_and_Proposed_Floodway TRUE Local Area Network D:\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\KCE_Corrected_and_Proposed_Floodway \\DESKTOP-EH1B0CA\D\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\LOMR\KCE_Correc ted_and_Proposed_Floodway KCE_As-Built_Floodway.shx Mockingbird-MF-L24-0003-CCrk_CC1/L24-0003-Shapefiles_2024-0710/KCE_RAS_Creek_CL.zip KCE_RAS_Creek_CL.dbf KCE_RAS_Creek_CL.prj KCE_RAS_Creek_CL.sbn KCE_RAS_Creek_CL.sbx KCE_RAS_Creek_CL.shp KCE_RAS_Creek_CL.shx Mockingbird-MF-L24-0003-CCrk_CC1/L24-0003-Shapefiles_2024-0710/KCE_RAS_XS.zip KCE_RAS_XS.dbf KCE_RAS_XS.prj KCE_RAS_XS.sbn KCE_RAS_XS.sbx KCE_RAS_XS.shp KCE_RAS_XS.shx Mockingbird-MF-L24-0003-CCrk_CC1/L24-0003-Shapefiles_2024-0710/RAS_Bank_Stations.zip RAS_Bank_Stations.dbf RAS_Bank_Stations.prj RAS_Bank_Stations.shp RAS_Bank_Stations.shx Mockingbird-MF-L24-0003-CCrk_CC1/L24-0003-Shapefiles_2024-0710/Tie_in_Points.zip Tie_in_Points.cpg Tie_in_Points.dbf Tie_in_Points.prj Tie_in_Points.sbn Tie_in_Points.sbx Tie_in_Points.shp Tie_in_Points.shx Mockingbird-MF-L24-0003-CCrk_CC1/L24-0003-Shapefiles_2024-0710/tnris_1ft_contours_clipped.zip tnris_1ft_contours_clipped.cpg tnris_1ft_contours_clipped.dbf tnris_1ft_contours_clipped.prj tnris_1ft_contours_clipped.sbn tnris_1ft_contours_clipped.sbx tnris_1ft_contours_clipped.shp tnris_1ft_contours_clipped.shp.xmlen 1.0 FALSE c:\program files (x86)\arcgis\desktop10.6\ArcToolbox\Toolboxes\3D Analyst Tools.tbx\Contour Contour stratmap11-1m_3397561a.img D:\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\TNRIS_1ft_Contours.shp 1 0 3.2808 CONTOUR # c:\program files (x86)\arcgis\desktop10.6\ArcToolbox\Toolboxes\Analysis Tools.tbx\Clip Clip TNRIS_1ft_Contours Clip_Polygon D:\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\tnris_1ft_contours_clipped.shp # TRUE tnris_1ft_contours_clipped TRUE 002 TRUE 0.000 TRUE file://\\DESKTOP-EH1B0CA\D\GIS\Projects\167-Mockinbird_Denton\GIS\Shapefiles\tnris_1ft_contours_clipped.shp TRUE Local Area Network TRUE Projected TRUE GCS_North_American_19 83 TRUE Linear Unit: Foot_US (0.304801) TRUE NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet TRUE <ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' xmlns:xsi='http://www.w 3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/10.6'><WKT>PROJCS[&quot;NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_F eet&quot;,GEOGCS[&quot;GCS_North_American_1983&quot;,DATUM[&quot;D_North_American_1983&quot;,SPHEROID[&quot;GRS_1980&quot;,6378137.0,298.257222101]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degre e&quot;,0. ]],PROJECTION[&quot;Lambert_Conformal_Conic&quot;],PARAMETER[&quot;False_Easting&quot;,1968500.0],PARAMETER[&quot;False_Northing&quot;,6561666.666666666],PARAMETER[&quot;Cen tral_Meridian&quot;,-98.5],PARAMETER[&quot;Standard_Parallel_1&quot;,32. ],PARAMETER[&quot;Standard_Parallel_2&quot;,33. ],PARAMETER[&quot;Latitude_Of_Origin&quot;,31.666666 66666667],UNIT[&quot;Foot_US&quot;,0. ],AUTHORITY[&quot;EPSG&quot;,2276]]</WKT><XOrigin>-123407700</XOrigin><YOrigin>-86123500</YOrigin><XYScale>35920690.11000888</XYScale><ZOrigin>-10 0000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</MScale><XYTolerance>0.0032808333333333331</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPr ecision>true</HighPrecision><WKID>102738</WKID><LatestWKID>2276</LatestWKID></ProjectedCoordinateSystem> TRUE Version 6.2 (Build 9200) ; Esri ArcGIS 10.6.1.9270 eng TRUE USA TRUE TRUE tnris_1ft_contours_clipped 005 TRUE 001 TRUE eng TRUE USA TRUE 004 TRUE TRUE Shapefile TRUE 0.000 005 TRUE TRUE dataset 2276 TRUE TRUE EPSG TRUE 5.3(9.0.0) tnris_1ft_contours_clipped 002 TRUE TRUE 0 001 TRUE tnris_1ft_contours_clipped TRUE Simple 3 TRUE TRUE FALSE TRUE 0 TRUE FALSE TRUE FALSE tnris_1ft_contours_clipped TRUE tnris_1ft_contours_clipped TRUE Feature Class TRUE 0 TRUE FID TRUE FID TRUE OID TRUE 4 TRUE 0 TRUE 0 TRUE Internal feature number. TRUE Esri TRUE Sequential unique whole numbers that are automatically generated. TRUE Shape TRUE Shape TRUE Geometry TRUE 0 TRUE 0 TRUE 0 TRUE Feature geometry. TRUE Esri TRUE Coordinates defining the features. TRUE ID TRUE ID TRUE Integer TRUE 10 TRUE 10 TRUE 0 TRUE CONTOUR TRUE CONTOUR TRUE Double TRUE 14 TRUE 14 TRUE 0 TRUE 20190722 tnris_1ft_contours_clipped.shx Mockingbird-MF-L24-0003-CCrk_CC1/L24-0003-2nd Submittal Mockingbird Multi-Family LOMR-2024-0723.pdf Mockingbird-MF-L24-0003-CCrk_CC1/L24-0003-2nd Submittal MT-2 Form-1_Executed.pdf