The URL can be used to link to this page

Eagle Point-SY 920805ATTACHMENT 1 NUDALLAS DATA AND RESULTS 10-YR AND 100-YR PEAKS ELM FORK OF THE TRINITY RIVER LEWISVILLE FLOOD INSURANCE STUDY *ELM FORK TRINITY RIVER FROM LEWISVILLE DAM TO MOU'I~ *DEC 1986 (1986 CONDITIONS) HENDERSON & PILNEY * UPTR*ELMFISMD * REVISED COMBINING POINTS ON ELM FORK AT DUDLEY AND DENTON CR. * REVISED STORAGE-DISCHARGE DATA AS OF FEB 10, 1989 * REVISED MODEL ON FEB. 14, 1989 * REVISED BY NDMCE FOR FUTURE URBANIZATION APR. 21,1989 DATA ROUTE PRINTOUT 888188188 COMBINE PRIN'I~UT 888188188 LOCAL PRINTOUT 888188188 1 YEAR RAINFALL 1.2 1.56 1.8 1.97 2.4 2.82 3.21 2 YEAR RAINFALL 1.53 1.86 2.25 2.49 2.95 3.44 4.00 1.99 2.50 3.01 3.28 3.93 4.68 5.39 10 YEAR RAINFALL 2.31 2.89 3.54 3.88 4.66 5.53 6.42 25 YEAR RAINFALL 2.68 3.38 4.19 4.56 5.50 6.49 7.56 50 YEAR RAINFALL 3.23 3.83 4.68 5.15 6.20 7.38 8.56 lo0 YEAR RAINFALL 3.3? 4.30 5.20 5.70 6,91 8.31 9.55 5O0 YEAR RAINFALL 3.98 5,45 6.35 6,75 8.55 11.05 12,25 HYDRO-35 RAINFALL 1.05 1.87 1.87 3.90 SPF RAINFALL 14.97 UHO DATA PERCENT SAND IMPERVIOUSNESS NO PRINTOUT (1) ELM FORK D. A. BETWEEN PRAIRIE CREEK AND LEWISVILLE DAM 1.2/1.02.50 15.79 80 20 45 DISPLAY POINT (2) DRAINAGE AREA OF PRAIRIE CREEK 6.55 6.98 4,09 21,61 80 60 45 PRINTOUT TrI/.ED CONFLUENCE ELM FORK BELOW CONF. WITH PRAIRIE CREEK NO PRINTOUT (3) ELM FORK D. A. BETWEEN STEWART CREEK AND PRAIRIE CREEK 0.68 1,11 0,4? 1,20 80 50 45 COMBINE * HEC2 INDEX 100 TITLED ROUTE ROUTE FROM ELM FORK AT PRAIRIE CREEK TO STEWART CREEK CONF. 000151 428.400 0.000 0.000 445.700 1000.000 126.200 449.700 2000.000 187.500 456.600 5000.000 347.700 460.500 10000.000 538.800 462.900 20000.000 1007.300 463.900 30000.000 1343.800 464.500 40000.000 1643.500 463.800 80000.000 3131.900 464.900 90000.000 3577.600 465.700 100000.000 4035.500 466.000 110000.000 4532.100 (4) DRAINAGE AREA OF STEWART CREEK 4.50 4.62 2.01 16.43 80 10 45 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW CONF, WITH STEWART CREEK (S.H. 121) NO PRINTOUT (5) ELM FORK D.A. BETWEEN MIDWAY BRANCH AND STEWART CREEK 1.64 2.74 1.36 0.48 80 10 45 COMBINE * HEC2 INDEX 110 TITLED ROUTE ROUTE FROM ELM FORK AT STEWART CREEK TO MIDWAY BR. CONF. 000151 429.500 0.000 0.000 443.200 1000.000 319.200 446.000 2000.000 461.000 450.000 5000.000 865.900 452.600 10000.000 2678.200 454.600 20000.000 4320.900 456.000 30000.000 5640.600 457.100 40000.000 6777.400 458.000 50000.000 7800.100 458.800 60000.0~ 8794.100 459.600 70000.000 9749.100 460.900 90000.~ 11510.700 461.500 100000.000 12331.400 462.100 110000.000 13128.000 (6) DRAINAOE AREA OF MIDWAY BRANC"I-I 2.45 3.63 1.88 19.48 80 17 45 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW MIDWAY BRANCH CONF. NO PRINTOUT (7) ELM FORK D.A. BETWEEN INDIAN CREEK AND MIDWAY BRANCH 3.72 4.20 2.06 9.52 80 15 45 COMBINE * HEC2 INDEX 120 TITLED ROUTE ROUTE FROM ELM FORK AT MIDWAY BRANCH TO INDIAN CREEK CONF. 000 15 1 426.500 0.000 0.000 442.300 1000.000 359.200 445.000 2000.0(}0 547.700 448.300 5000.0O0 958.50O 450.100 10000.000 1613.200 451.900 20000.000 2679.900 453.100 30000.000 3435.700 454.000 40000.000 4031.600 454.800 50000.000 4538.800 455.500 60000.000 4990.200 456.200 70000.000 5409.800 456.800 80000.000 5788.300 457.500 90000.000 6162.500 458.100 100000.000 6520.000 458.700 110000.000 6874.100 DISPLAY POINT (8) DRAINAGE AREA OF INDIAN CREEK ABOVE FM544 9.89 7.43 4.17 26.21 80 5 45 (9) INDIAN CREEK D.A. BETWEEN ELM FORK CONF. AND FM 544 5.56 7.05 3.38 17.01 80 5 45 TITLED COMBINE COMBINED SUB-AREAS 8 & 9 DATA ROUTE PRINTOUT 888188188 TITLED ROUTE ROUTE FROM INDIAN CREEK AT FM 544 TO RIVER MILE 1.4 000158 441.00 0 0.0 445.30 200 44.1 446.50 400 75.4 447.40 600 106.2 449.00 1000 165.8 451.70 2000 332.7 452.50 3000 496.5 453.10 4000 668.9 453.80 6000 1037.8 454.30 8000 1358.5 454.50 10000 1629.8 454.80 13000 1995.5 455.10 16000 2358.8 455.40 20000 2868.7 456.10 30(X~ 3824.8 DISPLAY POINT TITLED ROUT~ ROUTE FROM INDIAN CK. AT R.M. 1.4 TO ELM FK. CONFLUENCE 00091 000 0 1007 050028 0 1000 55 O3OOO 165 06000 330 0 12000 660 02OOOO 1200 O40000 24O0 DISPLAY POINT DATA ROUTE PRINTOUT 888188188 COMBINE PRINTOUT 888188188 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW CONFLUENCE WITH INDIAN CREEK NO PRINTOUT DATA ROUTE PRINTOUT 888188188 (10) ELM FORK D.A. BETWEEN IH3$E AND INDIAN GR. 1.20 1.27 0.60 LOS 80 30 45 COMBINE (11) DRAINAGE AREA OF DUDLEY BRANCH 4.04 5.02 2.95 25.80 80 $ 45 TITLED GOMBINE GOMBINED DUDLEY BR. AND ELM FORK BELOW INDIAN CR. * HEC'2 INDEX 130 TITLED ROUTE ROUTE FROM ELM FORK AT INDIAN CREEK TO IH3SE 000 15 1 426.400 0.000 0.000 442.100 1000.000 352.600 ~.700 2000.000 478.900 447.700 5000.000 944.400 449.100 10000.000 1734.900 450.600 20000.000 2951.500 451.600 30000.000 3960.600 452.400 40000.000 4766.500 453.100 50000.000 5461.500 453.700 60000.000 6092.600 454.200 70000.000 6671.500 454.800 80000.000 7218.400 455.200 90000.000 7787.400 455.8O0 100000.000 8346.~ 456.300 110000.000 8922.100 DISPLAY POINT (12) DRAINAGE AREA OF TIMBER CREEK ABOVE FM 1171 9.41 7.20 3.29 I3.89 80 75 45 (13) TIMBER CREEK D.A. BETWEEN IH 35 E AND FM 1171 11.199.304.40 19.80807045 TITLED COMBINE COMBINED SUBAREAS 12 & 13 DATA ROUTE PRINTOUT 888188188 TITLED ROUTE ROU'I~ FROM TIMBER CREEK AT 1171 TO IH 35 E (UPPER CROSSING) 00015 9 446.90 0 0.0 450.70 200 84.9 452.40 500 159.7 453.50 1000 260.3 454.50 2000 468.5 455.00 3000 659.6 455.50 5000 1023.3 455.90 7000 1414.6 456.40 10000 1982.3 456.70 13OO0 2544.0 457.00 16000 3080.6 457.40 20000 3726.5 457.80 25000 4541.2 458.10 30000 5420.3 458.90 40000 7043.3 DISPLAY POINT DATA ROUTE PRINTOUT 888188188 (14) TIMBER CREEK D.A. BETWEEN ELM FORK CONF. AND IH 35 E 4.57 5.03 3.44 5.84 80 50 45 TITLED COMBINE COMBINE TIMBER CREEK AT IH 35 E (UPPER CROSSING) AND AREA 14 TITLED ROUTE ROU'I~ FROM TIMBER CREEK AT IH35E (UPPER CROSSING) TO IH35E (LOWER CROSSING) 000 13 1 448.2 0 0 448.9 100 297 449.5 500 413 449.9 1000 508 450.7 2000 714 451.7 4000 841 452.4 6000 940 453.1 8000 1045 453.7 10000 1145 455.3 15000 1368 457.0 20000 1568 460.3 30000 1955 464.4 40000 2412 DISPLAY POINT DATA COMBINE PRINTOUT 888188188 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW TIMBER CR. CONFL (AT IH 35 E LOWER CROSSING) DATA COMBINE PRINTOUT 888188188 NO PRINTOUT (15) ELM FORK D.A. BETWEEN CARROLLTON GAGE AND IH 35 E 4.48 5.29 2.96 4.80 80 40 45 COMBINE (17) DENTON CREEK D.A. BETWEEN SH 121 AND GRAPEVINE DAM 10.00 5.98 2.30 27.46 80 65 45 (18) DENTON CREEK D.A. BETWEEN RIVER MILE 3.90 AND SH 121 11.40 11.47 4.64 15.58 80 40 45 TITLED COMBINE COMBINED SUBAREAS 17 & 18 DATA ROUTE PRINTOUT 888188188 DISPLAY POINT TITLED ROUTE ROUTE FROM DENTON CREEK AT SH 121 TO RIVER MILE 3.90 000 108 429.1 0 0.0 435.8 1000 170.2 440.6 3000 371.0 ~.~.~..0 5000 729.2 449.0 10000 2194.4 450.0 15000 3185.7 450.6 20000 4017.2 451.0 25000 4730.3 451.3 30000 5367.9 452.5 50000 7505.6 DISPLAY POINT *NO ROLrrINO DATA AVAILABLE FROM DENTON CK. AT FM 3.90 TO ELM FORK CONF. *THE ROUTINO REACH IS ASSUMED TO BE IN THE COMMON FLOODPI..AIN OF THE ELM FORK. DATA ROUTE PRINTOUT 888188188 COMBINE PRINTOUT 888188188 PRINTOUT TITLED CONFLUENCE COMBINED DENTON CR. AND ELM FORK BELOW TIMBER CR. DATA COMBINE PRINTOUT 888188188 PRINTOUT * HEC2 INDEX 140 TITLED ROUTE ROUTE FROM ELM FORK AT IH 35 E TO FURNEAUX CREEK CONF. 000 15 1 428.300 0.000 0.000 436.000 1000.000 169.300 437.400 2000.0~ 314.700 442.800 10000.000 1727.100 445.500 30000.000 3909.100 446.300 40000.000 4741.100 447.100 50000.000 5493.900 447.700 60000.000 6190.500 448.400 70000.000 6857.000 449.000 80000.000 7518.100 449.900 90000.000 8263.100 451.000 100000.000 9203.500 452.300 110000.000 10296.100 (16) DRAINAGE AREA AT FURNEAUX CREEK 11.45 9.045.12 17.55 80445 TITLED COMBINE ELM FORK BELOW CONF. WITH FURNEAUX CREEK DATA ROUTE PRINTOUT 888188188 * HEC2 INDEX 150 TITLED ROUTE ROUTE FROM ELM FORK AT FURNEAUX CK. TO CARROLLTON GAGE 000 15 1 414.500 0.000 0.000 435.700 1000.000 232.000 436.700 2000.000 268.400 440.500 10000.000 937.200 442.200 20000.000 1915.900 443.800 30000.000 2881.100 445.400 50000.000 4232.000 446.100 60000.000 4851.400 446.800 70000.000 5473.600 447.600 80000.000 6145.800 448.700 90000.000 7047.900 450.200 100000.000 8282.800 451.600 110000.000 9566.700 DISPLAY POINT DATA ROUTE PRINTOUT 888188188 (19) ELM FORK D.A. BETWEEN GRAPEVINE CK. AND CARROLLTON GAGE 5.49 3.03 1.34 11.45 90 60 50 * HEC2 INDEX 160 TITLED ROU'I~ ROUTE FROM ELM FORK AT CARROLLTON GAGE TO HUT'FON BRANCH CONF. 000 15 1 412.000 0.000 0.000 420.500 1000.000 151.500 424.400 2000.000 243.000 428.300 5000.000 471.700 432.400 10000.000 921.800 435.400 20000.000 2038.300 437.100 30000.000 3301.400 438.500 4(XX~.000 4552.200 439.700 50000.000 5991.000 440.900 60000.000 7439.800 442.000 7000O.000 8833.800 443.100 80000.000 10360.300 444.300 90000.000 12369.300 445.500 100000.003 14795.600 446.900 110000.000 17169.000 PRINTOUT (20) DRAINAOE AREA OF HU'I~ON BRANCH ABOVE IH 35 E 9.45 6.13 3.22 33.70 90 5 50 TITLED ROUTE ROUTE FROM HUTTON BRANCH AT IH 35 E TO ELM FORK CONF. 000152 418.60 0 0.0 423.30 200 13.8 424.10 400 21.4 424.80 600 27.6 425.80 1000 38.3 427.70 2000 59.6 429.20 3000 82.1 430.50 4000 107.1 433.40 7000 176.4 435.70 10000 265.6 438.70 15000 464.6 441.10 20000 802.9 443.20 25000 1237.6 445.10 30000 1734.8 446.80 35000 2234.0 DATA COMBINE PRINTOUT 888188188 PRINTOUT TrrLED CONFLUENCE ELM FORK BELOW HLrI'TON BRANCH CONF. PRINTOUT * HEC2 INDEX 170 TITLED ROUTE ROUTE FROM ELM FORK AT HuT'rON BRANCH TO GRAPEVINE CREEK CONF. 000 15 1 408.000 0.000 0.000 419.500 1000.000 68.200 423.200 2000.000 115.700 427.800 5000.000 339.500 432.000 10000.000 597.600 434.800 20000.000 936.900 436.500 3(X)00.000 1393.000 437.900 40000.000 1821.400 439.100 50000.000 2214.100 441.400 70000.000 2950.600 442.600 80000.000 3331.700 443.800 90000.000 3717.100 445.100 100000.000 4120.800 446.500 110000.000 4561.600 (21) DRAINAGE AREA OF GRAPEVINE CREEK ABOVE SOUTH FORK CONF. 13.23 9.14 4.48 15.77 90 25 50 TITLED ROUTE ROUTE FROM GRAPEVINE CREEK AT SOUTH FORK TO ELM FORK CONF. 000152 423.130 0.0 427.60 200 25.3 428.20 400 38.2 428.70 600 46.3 429.50 1000 59.6 431.00 2000 87.6 432.20 3000 113.4 433.30 4000 139.8 435.00 6000 188.8 436.30 8000 233.7 437.40 10000 275.3 439.00 13000 333.8 440.40 16000 388.2 442.00 20000 456.9 443.70 25000 540.1 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW GRAPEVINE CREEK NO PRINTOUT (24) ELM FORK D.A. BETWEEN IH 35 E AND GRAPEVINE CREEK CONF. 1.02 2.87 1.31.47 90 30 50 COMBINE * HEC2 INDEX 180 TITLED ROUTE ROUTE FROM ELM FORK AT GRAPEVINE CREEK TO CELL B SLUICE O~ 000151 408.000 0.000 0.000 418.100 1000.000 107.700 421.900 2000.000 181.400 427.300 5000.0O0 385.800 431.600 10000.000 606.000 434.300 20000.000 948.500 435.900 30000.000 1293.600 437.200 40000.000 1589.000 438.500 50000.000 1859.500 439.700 60000.000 2124.500 440.900 70000.000 2372.500 443.400 90000.000 2911.800 444.700 100000.000 3196.400 446.100 110000.000 3507.700 COPY_FHO 1 (25) DRAINAGE AREA OF FARMERS BR-CARROLLTON LEVEE CELL B 3.61 3.39 1.88 22.83 90 10 50 DATA ROUTE INITIALIZATION DATA DEFAULT SLUICE RATING ENTRIES RIVER RATING EN'I~ RIVER FHG STORAGE ROUTE DATA TABLE DEFAULT ROUTE SLUICE DATA RESET PIPE INFLOW INVERT PIPE OUTFLOW INVERT PIPE SIZE ROUTE SLUICE TABLE RESET DISCHARGE FREE FLOW ROUTE RIVER TABLE RESET ELEVATION DISCHAROE TITLED ROUTE SUMP AREA OF FARMERS BR-CARROLLTON LEVEE CELL B 00022 1 1821 1 *SUMP RATINO TABLE* ** 3-67000 GPM PUMPS ** 411 0 0 412 0 45.0 413 0 90.0 415 0 158.0 416 0 199.1 417 0 240.2 418 0 281.3 419 0 322.4 420 0 387.5 421 0 452.6 422 0 526.5 422.9 0 592.9 423 448 600.3 424 448 684.7 425 448 769.0 426 448 868.6 427 448968.1 428 448 1077.6 429 448 1187.0 430448 1314.1 431 448 1467.1 432 448 1600.0 *SLUICE RATING TABLE* *PIPE INFLOW INVERT* *PIPE OUTFLOW INVERT* **** 5-8X8-45 FT. BOX CULVERTS 415.0 414.83 8.0 * DIFFERENTIAL HEAD * * DISCHARGE * * FREE FLOW * 000 I 1510 125 2 2445 350 3 3110 640 4 3655 990 5 4125 1388 6 4555 1815 7 4945 2285 8 5295 2795 9 5610 2875 10 5920 346O 11 6195 3970 12 6465 4400 13 6740 4790 14 7015 5140 15 7245 5530 16 7480 5880 17 7715 6195 * RIVER RATING CURVE* 40&0 0 417.6 1000 426.0 5000 430.1 10000 433.4 20000 435.1 30000 436.4 40000 437.5 50000 438.5 6OOOO 440.280OO0 441.7 100000 443.0 120000 444.0 140O00 445.1 160000 445.4 180000 446.7 200OOO 448.1 220000 449.5 240000 450.1 25OOOO 450.9 260000 452.1 280000 DISPLAY POINT TITLED COMBINE ELM FORK BELOW CELL B SLUICE OUTLET DATA ROUTE INITIALIZATION DATA DEFAULT ROLYI~ DATA TABLE DEFAULT * HEC2 INDEX 190 TITLED ROI.WE ROUTE FROM ELM FORK AT CELL B SLUICE OUTLET TO COOKS BRANCH 000 15 1 408.000 0.000 0.000 416.500 1000.000 30.300 420.500 2000.000 55.200 427.100 5000.000 161.900 431.500 10000.000 337.900 434.100 20000.000 586.400 435.700 30000.000 742.100 437.100 40000.000 873.800 438.300 50000.000 995.500 439.500 60000.0~ 1115.900 440.700 70000.000 1228.400 441.900 80000.000 1351.600 443.200 90000.000 1475.700 444.500 100000.000 1606.000 446.000 110000.000 1748.300 (26) DRAINAGE AREA OF COOKS BRANCH ABOVE ST. LOUIS - SAN FRANCISCO RAILROAD 2.28 3.51 1.67 34.22 95 5 50 TITLED ROUTE ROUTE FROM COOKS BRANCH AT ST. LOUIS-SAN FRANCISCO RAILROAD TO ELM FORK CONF. 000152 418.00 0 0.0 420.90 200 23.6 422.10 400 36.3 42Z90 600 46.6 424.30 1000 62.9 425.60 1500 83.8 426.60 2000 105.7 430.00 3000 145.5 430.80 4000 174.2 432.20 6000 228.7 433.30 8000 280.6 434.40 10000 334.5 435.30 12000 386.1 436.60 15000 463.6 438.50 20000 597.7 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW COOKS BRANCH CONF. NO PRINTOUT * HEC2 INDEX 200 TITLED ROUTE ROUTE FROM ELM FORK AT COOKS BRANCH TO IRVING FCD-SECT. III SLUICE OUTLET 000 15 1 398.000 0.000 0.000 415.700 1000.000 110.000 419.400 2000.000 159.700 428.700 10000.000 605.400 431.800 20000.000 1252.200 433.500 30000.000 1691.600 435.000 40000.000 2076.500 436.300 500(X}.000 2436.100 437.600 60000.000 2796.100 438.900 70000.000 3129.700 440.100 80000.000 3499.700 442.600 100000.000 4249.200 443.900 110000.000 4672.000 COPY_FHO 2 (23) DRAINAGE AREA OF IRVING FCD-SECT. III LEVEE(VALLEY RANCH DEVELOPMENT) * AREAS 22 AND 23 WERE COMBINED. LEVEE ON SOUTH SIDE OF AREA 22 WAS BREACHED * AT THE JUNCTION WITH THE NORTH-SOUTH ELM FORK LEVEE. 3.22 Z84 1.15 7.9890050 DATA ROUTE INITIALIZATION DATA DEFAULT SLUICE RATING ENTRIES RIVER RATING ENTRIES RIVER FHG STORAGE ROUTE DATA TABLE DEFAULT ROUTE SLUICE DATA RESET PIPE INFLOW INVERT PIPE OUTFLOW INVERT PIPE SIZE ROU'I~ SLUICE TABLE RESET HEAD DISCHARGE FREE FLOW ROUTE RIVER TABLE RESET ELEVATION DISCHARGE TITLED ROUTE SUMP AREA OF IRVING FCD-SECT. III LEVEE (VALLEY RANCH DEVELOPMENT) 00013117212 * SUMP RATING TABLE * * 2-25000, 4-50000 OPM PUMPS * 418 0 0 418.4 0 17.8 418.5 56 22.3 419 112 44.5 419.5 223 66.8 420 334 89.1 420.5 445 121.1 421 556 153.2 422 556 217.3 424 556 391.3 426 556 580.6 428 556 795.0 430 556 1046.5 * SLUICE RATING TABLE * PIPE INFLOW INVERT* * PIPE OUTPlX)W INVERT * * PIPE SIZE * * *** 2 - 8X8 - 163.2 FT. BOX CULVERTS **** 418 412 8 * DIFFERENTIAL HEAD * * DISCHARGE * * FREE FLOW * 000 1 572 50 2 932 140 3 1182 256 4 1400 396 5 1572 552 6 I728 726 ? 1884 914 8 200~ 1118 9 2134 1334 10 2258 2212 11 23682336 12 2478 2462 13 2570 2570 1426642664 15 2758 2774 16 2852 2868 * RIVER RATING CURVE * 4020 415.21 1000 424.37 5000 428.37 10000 431.62 20000 433.32 30000 434.55 40000 435.50 50000 436.43 60000 428.06 8OOOO 439.56 1000~ 440.93 12O0O0 441.61 140000 442.63 160000 443.94 180OO0 445.51 2000(X} 446.96 220000 448.53 240000 449.13 2500(X) 450.01 260000 451.28 280000 DISPLAY POINT TITLED COMBINE ELM FORK BELOW IRVING FCD-SECT. III SLUICE OUTLET DATA ROU'I~ INITIALIZATION DATA DEFAULT ROLrrE DATA TABLE DEFAULT * HEC2 INDEX 210 TITLED ROLrI~ ROUTE FROM ELM FORK AT IRVING FCD-SECT. III SLUICE OUTLET TO CELL A SLUIC 000 15 1 400.000 0.000 0.000 415.400 1000.000 52.500 418.800 2000.000 77.600 424.200 5000.000 132.500 426.700 10000.000 192.500 429.300 20000.000 410.100 431.100 30000.000 599.000 432.6OO 400O0.OO0 760.2O0 434.200 50000.000 913.900 435.800 60000.000 1072.100 437.100 70000.000 1210.800 438.500 80000.000 1351.900 439.9oo 9oooo.0oo 1494.900 442.700 110000.000 1785.600 COPY_FHO 3 (27) DRAINAGE AREA OF FARMERS BR-CARROLLTON LEVEE CELL A 1.66 1.97.84 10.88 90 90.50 DATA ROUTE INITIALIZATION DATA DEFAULT SLUICE RATING ENTRIES RIVER RATING ENTRIES RIVER F[-IO STORAGE ROUTE DATA TABLE DEFAULT ROUTE SLUICE DATA RESET PIPE INFLOW INVERT PIPE O~OW INVERT PIPE SIZE ROUTE SLUICE TABLE RESET DISCHARGE FREE FLOW ROUTE RIVER TABLE RESET ELEVATION DISCHARGE TITLED ROU'I~ SUMP AREA OF FARMERS BR-CARROLLTON LEVEE CELL A 000141 14213 * SUMP RATING TABLE * ** 1-16700, 1-33000, 1-50000 GPM PUMPS ** 418 0 0 419 0 5.9 420 0 36.0 421 0 68.0 422 0 104.0 423 0 146.0 424 0 195.0 424.9 0 241.8 425 223 247.0 426 223 302.0 427 223 362.0 428 223 427.0 429 223 495.0 430 223 568.0 * SLUICE RATING TABLE * * PIPE INFLOW INVERT * * PIPE OUTFLOW INVERT * **** 4 - 8X8 - 45 FT. BOX CULVERTS **** 417.0 416.5 8.0 * DIFFERENTIAL HEAD * * DISCHARGE * * FREE FLOW * 000 1 1208 100 2 1988 280 3 2520 512 4 2956 792 5 3364 1104 6 3676 1452 7 3988 1828 8 4268 2236 9 4548 2488 10 4800 2956 11 5016 3332 12 5236 3676 13 5452 3988 * RIVER RATING CURVE* 400.(} 0 414.86 1000 423.46 5000 426.86 10000 429.09 20000 430.78 30000 431.98 40000 432.98 50000 433.89 60000 435.75 80000 437.56 100000 438.99 120000 440.13 140000 441.66 160OO0 443.23 180000 446.40 220000 448.06 240000 448.70 250000 449.65 2600O0 450.86 280000 DISPLAY POINT DATA COMBINE PRINTOUT 888188188 PRIN-TOLW TITLED CONFLUENCE ELM FORK BELOW CELL A SLUICE OUTLET NO PRINTOUT (28) ELM FORK D.A. BETWEEN HACKBERRY CREEK AND IH 635 2.85 2.13 1.20 1.25 90 45 50 COMBINE DATA ROUTE INITIALIZATION DATA DEFAULT ROUTE DATA TABLE DEFAULT * HEC2 INDEX 220 TITLED ROUTE ROUTE FROM ELM FORK AT CELL A SLUICE OUTLET TO FARMERS BRANCH CONF. 000 15 1 400.000 0.000 0.000 415.400 1000.0013 542.700 418.800 2000.000 697.300 424.100 5000.000 972.200 426.400 10000.000 1133.600 428.400 20000.000 1354.100 430.100 30000.000 1559.900 431.700 40000.000 1756.500 433.200 50000.000 1949.300 434.900 60000.000 2153.300 437.500 80000.000 2492.900 438.900 9(XX}O.O00 2671.600 440.400 100000.000 2857.700 441.800 110000.000 3032.500 (29) DRAINAGE AREA OF FARMERS BRANCH 11.25 7.32 4.78 26.23 90 5 50 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW FARMERS BRANCH CONF. NO PRINTOUT * HEC2 INDEX 230 TITLED ROUTE ROUTE FROM ELM FORK AT FARMERS BRANCH TO HACKBERRY CK. CONF. 00015 1 397.700 0.000 0.0130 414.400 1000.000 411.000 417.000 2000.000 522.100 422.000 5000.000 880.500 424.300 10000.000 1415.600 426.700 20000.000 2164.500 428.500 30000.000 2793.800 430.200 40000.000 3394.800 431.800 50000.000 3989.500 433.500 60000.000 4631.000 434.800 70000.000 5121.400 436.200 80000.000 5626.100 437.500 9(X)00.000 6153.600 438.900 100000.0130 6662.800 440.100 110000.000 7134.300 (30) DRAINAGE AREA OF HACKBERRY CK. ABOVE COTTONWOOD CREEK CONF. 14.568.285.19 13.2090050 (31) DRAINAGE ARE OF COTTONWOOD CK. ABOVE HACKBERRY CREEK CONF. 4.55 6.25 3.02 21.75 90 0 50 TITLED COMBINE HACKBERRY CREEK BELOW COTTONWOOD CREEK CONF. (32) HACKBERRY CK. D.A. BETWEEN ELM FORK CONF. AND COTTONWOOD CK. 1.35 4.12 2.14 24.92 90 5 50 PRINTOUT COMBINE DATA ROUTE PRINTOUT 888188188 TITLED ROUTE ROUTE FROM HACKBERRY CK. AT COTTONWOOD CK. TO ELM FORK CONF. 000 15 1 409.80 0 0.00 411.30 200 7.52 412.10 500 10.85 412.80 1000 16.77 413.50 2000 31.05 414.10 3000 40.47 415.10 5000 53.93 415.90 7000 66.26 417.00 10300 84.87 418.00 13000 103.98 418.80 16000 120.89 419.90 20000 142.22 421.10 25000 168.17 422.10 30000 194.65 424.00 40000 245.17 DISPLAY POINT PRINTOUT TITLED CONFLUENCE ELM FORK BELOW HACKBERRY CK. CONF. NO PRINTOUT (33) ELM FORK D.A. BETWEEN JOES CREEK AND HACKBERRY CREEK 9.00 7.95 4.83 6.54 95 60 50 COMBINE * HEC2 INDEX 240 TITLED ROUTE ROUTE FROM ELM FORK AT HACKBERRY CREEK TO LAS COLINAS SLUICE O~ 000 15 1 394.200 0.000 0.000 406.700 1000.000 455.700 410.400 2000.000 592.500 416.700 5000.000 1259.200 419.400 10000.000 2968.700 422.200 20000.000 5217.100 424.600 30000.000 7067.500 426.600 40000.000 8793.200 428.300 50000.000 10409.700 430.200 60000.000 12149.200 431.700 70000.000 13541.100 433.400 80000.000 15028.200 435.100 90000.0(I} 16537.300 436.600 100000.000 17923.400 437.900 110000.000 19181.100 (34) DRAINAGE AREA OF LAS COLINAS LEVEE AREA 2.33 1.54.24 68.70 90 2 50 TITLED ROUTE SUMP AREA OF LAS COLINAS LEVEE(LAKE CAROLYN) * STARTING ELEV. 418 FT MSL 0 0 2542 18 1 4090 1600 410 0 1710 411 0 1814 412 0 1918 413 0 2022 414 0 2126 415 0 2230 416 0 2334 417 0 2438 418 0 2542 419 0 2646 419.5 280 2698 420 460 2750 421 720 2874 422 910 2998 423 1090 3122 424 1260 3246 425 1420 3370 DISPLAY POINT TITLED COMBINE ELM FORK BELOW LAS C, * HEC2 INDEX 250 TITLED ROUTE ROUTE FROM ELM FORK 000 15 1 389.100 404.100 405.900 411.100 415.000 419.600 422.600 424.900 426.700 )LINAS SLUICE OUTLET AT LAS COLINAS SLUICE OUTLET TO JOES CR CONF 0.000 0.000 1000.000 279.4C 0 2000.000 378.9~ 0 5000.000 902.7£ 0 10000.000 215Z4 O0 20000.000 4405.400 30000.000 6291.2 00 40000.000 7792.300 50000.000 9050.~ 00 428.700 60000.000 10425.(?00 430.200 70000.000 11523.~0 431.900 80000.000 12742.~0 433.600 90000.000 13936.~ 435.100 100000.000 150154400 426.500 110000.000 15967 (35) DRAINAGE AREA OF 10.93 7.72 4.48 26.25 100 10 5( PRINTOUT TITLED CONFLUENCE ELM FORK BELOW JOES ( NO PRINTOUT (37) ELM FORK D.A. BET~ 1.56 1.71.73 7.81 95 20 50 COMBINE * HEC2 INDEX 260 TITLED ROUTE ROUTE FROM ELM FORK 000 15 1 391.900 0.000 0.000 400.200 1000.000 103.2( 2OO JOES CREEK ~,EEK CONF ~EEN BACHMAN BRANCH CONF AND JOES CREEK CONF AT JOES CREEK TO BACHMAN BRANCH CONF 403.000 2000.000 139.700 409.000 5000.000 427.700 414.400 10000.000 1720.800 419.300 20000.000 3652.100 422.400 30000.000 4920.600 424.600 40000.000 5836.700 426.400 50000.000 6577.600 428.400 60000.000 7417.300 429.900 70000.000 8097.800 431.600 80000.000 8867.400 433.300 90000.000 9585.100 434.700 100000.000 10247.300 436.100 110000.000 10851.200 (36) DRAINAGE AREA OF BACHMAN BRANCH ABOVE BACHMAN LAKE 12.59 7.64 3.55 27.05 100 5 50 TITLED ROUTE ROUTE THRU BACHMAN LAKE - STARTING ELEV. 438.1 FT MSL 0 0 950 10 1 438.1 0 950 439 450 1006 440 1500 1196 441 2900 1350 442 4600 1501 443 6500 1670 ~.~.~. 9350 1835 445 14500 2005 446 25500 2210 447 41300 2460 DISPLAY POINT TITLED ROLrI~ ROUTE FROM BACHMAN LAKE DAM TO ELM FORK CONF. 00051 395 00 417.70 5700 1704 421.90 9700 2627 423.90 11700 3102 430.80 17100 5213 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW BACHMAN BRANCH CONF NO PRINTOUT (40) ELM FORK D.A. BETWEEN ~ FORK CONF AND BACHMAN BRANCH 5.07 3.84 2.37 31.94 90 85 50 COMBINE DATA ROUTE PRINTOUT 888188188 COMBINE PRINTOUT 888188188 LOCAL PRINTOUT 888188188 * HEC2 INDEX 270 TITLED ROLYI~ ROUTE FROM ELM FORK AT BACHMAN BRANCH TO WEST FORK CONF 000 15 1 385.700 0.000 395.000 1000.000 399.000 2000.000 406.000 5000.000 411.800 10000.000 416.900 20000.000 420.000 30000.000 422.000 40000.000 423.500 50000.000 427.000 70000.000 430.500 90000.000 432.000 100000.000 433.300 110000.000 DISPLAY POINT 0.000 173.100 303.500 666.500 1861.000 4009.600 5601.400 6750.500 7682.200 9786.700 10897.800 11980.300 12961.500 13837.100 EXECUTED ON $ AUG 92 AT 9:28:19 LEWISVILLE FLOOD INSURANCE STUDY SCHEMATIC DIAGRAM - OPTION 1 1 : 2 : ! \ : < 2> : k_.! : : V : 3< ......... V : 4 : l\ : < 4> : V \ \ \6/ \ \ : l\ < 7> L..! V : 8< ......... + V : : 8 (1) ELM FORK D. A. BETWEEN PRAIRIE CREEK AND LEWISVILLE DAM (2) DRAINAGE AREA OF PRAIRIE CREEK ELM FORK BELOW CONF. WITH PRAIRIE CREEK (3) ELM FORK D. ~ BETWEEN STEWART CREEK AND PRAIRIE CREEK (3) ELM FORK D..& BETWEEN STEWART CREEK AND PRAIRIE CREEK ROUTE FROM ELM FORK AT PRAIRIE CREEK TO STEWART CREEK CONF. (4) DRAINAGE AREA OF STEWART CREEK ELM FORK BELOW CONF. WITH STEWART CREEK (S.I-L 121) : /\ : X.__/ 10 .......... + V ; : / / 11/ ! ,! : < 12> X.._! V : 13< ......... + V l\ < 14> X__! 15 .......... + V : : ! ! 16/ / ! : l\ : < 17> : : 9 10 11 12 13 14 15 16 17 (5) ELM FORK D.A. BETWEEN MIDWAY BRANCH AND STEWART CREEK (5) ELM FORK D.A. BETWEEN MIDWAY BRANCH AND STEWART CREEK ROU'I~ FROM ELM FORK AT STEWART CREEK TO MIDWAY BR. CONF. (6) DRAINAGE AREA OF MIDWAY BRANCH ELM FORK BELOW MIDWAY BRANCH CONF. (7) ELM FORK D.A. BETWEEN INDIAN CREEK AND MIDWAY BRANCH (7) ELM FORK D.A. BETWEEN INDIAN CREEK AND MIDWAY BRANCH ROUTE FROM ELM FORK AT MIDWAY BRANCH TO INDIAN CREEK CONF. (8) DRAINAGE AREA OF INDIAN CREEK ABOVE FM544 : : : : /\ : : < 18> : : \__./ : : : : : : : : : : : 19 .......... + : V : : : : \ / : \ / : \ 201 : \ ! : \ : : \ ,/ : \ ! : \ 21! : \ ! : \ v : 22< ......... + v : /\ : < 23> 24 .......... + V : : < 25> 26 .......... + V 18 19 2O 21 22 (9) INDIAN CREEK D.A. BETWEEN ELM FORK CONF. AND FM 544 COMBINED SUB-AREAS 8 & 9 ROUTE FROM INDIAN CREEK AT FM 544 TO RIVER MILE 1.4 ROUTE FROM INDIAN CIC AT R.M. 1.4 TO ELM FIC CONFLUENCE ELM FORK BELOW CONFLUENCE WITH INDIAN CREEK (10) ELM FORK D.A, BETWEEN IHBSE AND INDIAN CR, (10) ELM FORK D.A. BETWEEN IH35E AND INDIAN CR. (11) DRAINAGE AREA OF DUDLEY BRANCH COMBINED DUDLEY BI~_ AND ELM FORK BELOW INDIAN CR. : /\ : < 28> : L_./ : : : : : /\ : : < 29> : : ~..../ : : : : : : : : : 30 .......... + : V : : : : \ / : \ / : \ 31/ : \ / : \ / : : : : /\ : : < 32> : : \__/ : : : : : : : : : : : : : 33 .......... + : ¥ : : : : \ / : \ / : \ 34/ : \ / : \ ,,/ : : ¥ : 35< .........+ V : : 27 31 32 33 35 ROUTE FROM ELM FORK AT INDIAN CREEK TO IH35E (12) DRAINAGE AREA OF TIMBER CREEK ABOVE FM 1171 (13) TIMBER CREEK D.A. BETWEEN IH 35 E AND FM 1171 COMBINED SUBAREAS 12 & 13 ROUTE FROM TIMBER CREEK AT 1171 TO IH 35 E (UPPER CROSSING) (14) TIMBER CREEK D.A. BETWEEN ELM FORK CONF. AND IH 35 E COMBINE TIMBER CREEK AT IH 35 E (UPPER CROSSING) AND AREA 14 ROUTE FROM TIMBER CREEK AT IH35E (UPPER CROSSINO) TO IH35E (LOWER CROSSINO) ELM FORK BELOW TIMBER CR. CONFL (AT IH 35 E LOWER CROSSING) : /\ : < 36> : \._/ : : : : : 37 .......... + V : : : : /\ : < 38> : : /\ : : < 39> : : \__/ : : : : : : : : : : : 40 .......... + : V : : : \ / : \ / : \ 41/ : \ / : \ / : : : : V : 42< .........+ ¥ : : \ \ 43/ \ ! \ ! : l\ : < 44> 37 39 41 42 43 (15) ELM FORK D.A. BETWEEN CARROLLTON GAGE AND IH 35 E (15) ELM FORK D.A. BETWEEN CARROLLTON GAGE AND IH 35 E (17) DENTON CREEK D.A. BETWEEN SH 121 AND GRAPEVINE DAM (18) DENTON CREEK D.A. BETWEEN RIVER MILE 3.90 AND SH 121 COMBINED SUBAREAS 17 & 18 ROUTE FROM DENTON CREEK AT SH 121 TO RIVER MILE 3.90 COMBINED DENTON CR. AND ELM FORK BELOW TIMBER CR. ROUTE FROM ELM FORK AT IH 35 E TO FURNEAUX CREEK CONF. (16) DRAINAGE AREA AT FURNEAUX CREEK 45 .......... + V \ / \ / \46/ \ / \ / /\ < 47> L../ 48 .......... 4- V \ / \ / \ 49/ \ / \ / : /\ < 50> : \ / : \ / : \ 51/ : \ / : \ / : : V : 52< .........+ V : : \ / \ / \ 53/ \ / \ / 45 47 49 50 51 52 53 ELM FORK BELOW CONF. WITH FURNEAUX CREEK ROUTE FROM ELM FORK AT FURNEAUX CK, TO CARROLLTON GAGE (19) ELM FORK D.A. BETWEEN GRAPEVINE Cig. AND CARROLLTON GAGE (19) ELM FORK D.A. BETWEEN GRAPEVINE CK. AND CARROLLTON GAGE ROUTE FROM ELM FORK AT CARROLLTON GAGE TO HUTTON BRANCH CONF. (20) DRAINAGE AREA OF HUTTON BRANCH ABOVE IH 35 E ROUTE FROM HLFFrON BRANCH AT IH 35 E TO ELM FORK CONF. ELM FORK BELOW HUTrON BRANCH CONF. ROUTE FROM ELM FORK AT HUTTON BRANCH TO GRAPEVINE CREEK CONF. < 54> : \ I : \ I : \ 551 : \ I : \ I : : : : ¥ : 56< ......... + 54 (21) DRAINAOE AREA OF ORAPEVINE CREEK ABOVE SOUTH FORK CONF. ROUTE FROM GRAPEVINE CREEK AT SOUTH FORK TO ELM FORK CONF. 55 56 ELM FORK BELOW ORAPEVIHE CREEK V /\ < 57> \__! 58 .......... + V \ / 59 \ / \ 59/ \ ! \ ! : 60 COPY TO DIVERSION 60> ....................................................... 1 57 (24) ELM FORK D.A. BETWEEN IH 35 E AND GRAPEVINE CREEK CONF. 58 (24) ELM FORK D.A. BETWEEN IH 3.5 E AND GRAPEVINE CREEK CONF. 61 /\ < 61> : L_/ : : : \ / : \ / : \ 62/ : \ / : \ / : ROUTE FROM ELM FORK AT ORAPEVIN CREEK TO CELL B SLUICE OUTLET 62 SUMP AREA OF FARMERS BR-CARROLLTON LEVEE CELL B (25) DRAINAOE AREA OF FARMERS BR-CARROLLTON LEVEE CELL B ROUT~ FROM ELM FORK AT ORAPEVINE CREEK TO CELL B SLUICE OUTLET : : : : 72 .......... + V : \ ,! \ \ 73/ \ / \ COPY TO CELL 72 73 74 DIVERSION ELM FORK BELOW IRVINO FCD..SECT. III SLUICE OUTLET ROUTE FROM ELM FORK AT IRVINO FCD-SECT. III SLUICE OUTLET TO CELL A SLUIC ROUTE FROM ELM FORK AT IRVINO FCD-SECT. III SLUICE OUTLET TO 74> ....................................................... 3 77 75 79 76 78 /\ : < 75> : k__./ : \ ! : \ ,../ : \ 76/ : \ ,./ : \ ,/ : : : : V : 77< ......... + V : : : : l\ : < 78> : L..! 79 .......... + V \ A SLUIC (27) DRAINAGE AREA OF FARMERS BR-CARROLLTON LEVEE CELL A SUMP AREA OF FARMERS BR-CARROLLTON LEVEE CELL A ELM FORK BELOW CELL A SLUICE OUTLE~ (28) ELM FORK D.A. BETWEEN HACKBERRY CREEK AND IH 635 (28) ELM FORK D.A. BETWEEN HACKBERRY CREEK AND IH 635 ROUTE FROM ELM FORK AT CELL A SLUICE OUTLET TO FARMERS BRANCH CONF. : /\ : < 81> : ~..._/ : : : : : : V : 82< ......... + V : : \ \ \ 83/ \ ! \ J . : /\ : < 84> : \._/ : '_ : · : : /X : : < 85> : : \._./ : : : : : : : : : : g6- ......... + : V : : : : : : /\ : : < 87> : : \._/ : : : : : : : : : : g8 .......... + : V : : : \ ! : \ ! : \ 89/ : \ : \ ! 81 (29) DRAINAGE AREA OF FARMERS BRANCH ELM FORK BELOW FARMERS BRANCH CONF. ROUTE FROM ELM FORK AT FARMERS BRANCH TO HACKBERRY CK. CONF. (30) DRAINAOE AREA OF HACKBERRY CK. ABOVE COTI'ONWOOD CREEK CONF. (31) DRAINAGE ARE OF COTI'ONWOOD CK. ABOVE HACKBERRY CREEK CONF. HACKBERRY CREEK BELOW COTIONWOOD CREEK CONF. (32) HACKBERRY CK. D.A. BETWEEN ELM FORK CONF. AND COTIONWOOD CK. (32) HACKBERRY CK. D.A. B~ ELM FORK CONF. AND COTTONWOOD CK. ROUTE FROM HACKBERRY CK. AT COTTONWOOD CK. TO ELM FORK CONF. : : /\ < 91> : X_.! 92 .......... + v \ \ ,/ \ 93/ \ ! \ ! ,tX < 94> X.__! : \ : \ : \ : \ ! : \ ./ : : : : : 9~- ......... + V : : \ / \ / \ \ / : : < 98> : X.._! 91 95 98 ELM FORK BELOW HACKBERRY CIC CONF. (33) ELM FORK D.A. BETWEEN JOES CREEK AND HACKBERRY CREEK (33) ELM FORK D.A. BETWEEN JOES CREEK AND HACKBERRY CREEK ROUTE FROM ELM FORK AT HACKBERRY CREEK TO LAS COLINAS SLUICE OLrl~ (34) DRAINAGE AREA OF LAS COLINAS LEVEE AREA SUMP AREA OF LAS COLINAS LEVEE(LAKE CAROLYN) ELM FORK BELOW LAS COLINAS SLUICE OU'II.ET ROUTE FROM ELM FORK AT LAS COLINAS SLUICE OU'I~ET TO 30ES CR CONF (35) DRAINAGE AREA OF $OES CREEK : : /\ < 100> ~._! 101 .......... + V \ ,! \ : l\ < 103> X_.! : \ ! \ ! \ lo4/ \ ! \ : \ ! : \ ! : \ 105/ : \ ,,/ : \ ! -' : ¥ : 106< ......... + V : : : : l\ : < 107> : ~._! 100 101 102 103 104 105 106 107 ELM FORK BELOW JOES CREEK CONF (37) ELM FORK D.A. BETWEEN BACHMAN BRANCH CONF AND JOES CREEK CONF (37) ELM FORK D.A. BETWEEN BACHMAN BRANCH CONF AND JOES CREEK CONF ROUTE FROM ELM FORK AT JOES CREEK TO BACHMAN BRANCH CONF (36) DRAINAGE AREA OF BACHMAN BRANCH ABOVE BACHMAN LAKE ROUTE THRU BACHMAN LAKE - STARTING ELEV. 438.1 ET MSL ROUTE FROM BACHMAN LAKE DAM TO ELM FORK CONF. ELM FORK BELOW BACHMAN BRANCH (40) ELM FORK D.A. BETWEEN WEST FORK CONF AND BACHMAN BRANCH 108 .......... V : : \ / \ / \ 1091 \ / \ 108 (40) ELM FORK D.A. BETWEEN WES'r FORK CONF AND BACHMAN BRANCH 109 ROUTE FROM ELM FORK AT BACHMAN BRANCH TO WEST FORK CONF EXECUTED ON 5 AUG 92 AT 9:.42:53 LEWISVILLE FLOOD INSURANCE STUDY COMPUTED PROBABILITY DISCHARGE OPTION I INDEX LOCATION DA-SQ.MI 10 YEAR 100 YEAR NEW TRIB ........................................ 2 (2) DRAINAGE AREA OF PRAIRIE CREEK 6.55 5560. 8516. NEW TRIB ........................................ 7 (4) DRAINAGE AREA OF STEWART CREEK 4.50 6139. 9145. NEW TRIB ........................................ 12 (6) DRAINAGE AREA OF MIDWAY BRANCH 2.45 3599. 5344. NEW TRIB ........................................ 20 ROUTE FROM INDIAN CREEK AT F/VI 544 TO RIVER MILE 1.4 15.45 13117. 20720. 21ROUTE FROM INDIAN CK. ATR.M. 15.45 11089. 17138. 1.4 TO ELM FIC CONFLUENCE NEW TRIB ........................................ 31 ROUTE FROM TIMBER CREEK AT 1171 TO II'/35 E (UPPER CROSSING) 34 ROUTE FROM TIMBER CREEK AT IH35E (UPPER CROSSING) TO 25.17 12487. 20527. IH35E (LOWER CROSSING) NEW TRIB ........................................ 40 COMBINED SUBAREAS 17 & 18 21.40 41 ROUTE FROM DENTON CREEK AT SH 121 TO RIVER MILE 3.90 NEW TRIB ........................................ 51 ROUTE FROM HUTTON BRANCH AT IH 35 E TO ELM FORK CONE 1 17302. 26528. 21.40 12525. 21568. 9.45 10928. 15618. EXECUTED ON 5 AUG 92 AT 9:42:54 LEWISVILLE FLOOD INSURANCE STUDY COMPUTED PROBABILITY DISCHARGE OPTION 1 INDEX LOCATION DA-SQ.MI 10 YEAR 100 YEAR NEW TRIB ........................................ 55 ROUTE FROM GRAPEVINE CREEK AT SOUTH FORK TO ELM FORK CONF. 13.23 11671. 17747. NEW TRIB ....................................... 62 SUMP AREA OF FARMERS 3.61 BR-CARROLLTON LEVEE CELL B 66 ROUTE FROM COOKS BRANCH AT ST. LOUIS-SAN FRANCISCO RAILROAD TO ELM FORK CONF. 2526. 5133. 2.28 3273. 5055. NEW TRIB ........................................ 71 SUMP AREA OF IRVING FCD-SECT. III LEVEE (VALLEY RANCH DEVELOPMENT) 3.22 141~ 2346. 76 SUMP AREA OF FARMERS 1.66 1335. 1990. BR-CARROLLTON LEVEE CELL A NEW TRIB ........................................ 81 (29) DRAINAGE AREA OF FARMERS BRANCH 11.25 12257. 18402. NEW TRIB ....................................... 88 (32) HACKBERRY CIC D.A. 20.46 19617. 29609. BETWEEN ELM FORK CONF. AND COT'FONWOOD CK. 89 ROUTE FROM HACKBERRY CK. AT COTTONWOOD CK. TO ELM FORK CONF. 20.46 19481. NEW TRIB ........................................ 95 SUMP AREA OF LAS COLINAS Z33 907. 1236. LEVEE(LAKE CAROLYI~ EXECUTED ON 5 AUG 92 AT 9:42:55 LEWISVILLE FLOOD INSURANCE STUDY COMPUTED PROBABILITY DISCHARGE OPTION 1 INDEX LOCATION DA-SQ.MI 98 (35) DRAINAGE AREA OF JOES CREEK NEW TRIB ........................................ 104 ROUTE THRU BACHMAN LAKE - STARTING ELEV. 438.1 FT MSL 105 ROUTE FROM BACHMAN LAKE DAM TO ELM FORK CONF. MAIN STEM ........................................ 1 (1) ELM FORK D. A. BETWEEN 1.27 PRAIRIE CREEK AND LEWISVILLE DAM 3 ELM FORK BELOW CONF. WITH PRAIRIE CREEK 8 ELM FORK BELOW CONF. WITH STEWART CREEK (S.H. 121) 13 ELM FORK BELOW MIDWAY BRANCH CONF. 16 ROUTE FROM ELM FORK AT MIDWAY BRANCH TO INDIAN CREEK CONF. 22 ELM FORK BELOW CONFLUENCE WITH INDIAN CREEK 27 ROUTE FROM ELM FORK AT INDIAN 10 YEAR 100 YEAR 10.93 12164. 18250. 1Z59 11388. 20292. 12.59 4698. 8249. 7.82 5736. 8847. 13.00 10184. 16246. 17.09 80g0. 11255. 20.81 7573. 12091. 36.26 17746. 27658. 41.50 15042. 25092. CREEK TO IH35E 35 ELM FORK BELOW TIMBER CR. CONFL (AT IH 35 E LOWER CROSSING) 66.6/ 26235. 43361. 42 COMBINED DENTON CR. AND ELM 92.55 37016. 61926. FORK BELOW TIMBER CR. EXECUTED ON 5 AUG 92 AT 9:42:56 LEWISVILLE FLOOD INSURANCE STUDY COMPUTED PROBABILITY DISCHARGE OPTION I INDEX LOCATION 45 ELM FORK BELOW CONF. WITH FURNEAUX CREEK DA-SQ.MI 10 YEAR 100 YEAR 104.00 33491. 58322. 46 ROUTE FROM ELM FORK AT FURNEAUX CK. TO CARROLLTON GAGE 48 (19) ELM FORK D.A. BETWEEN GRAPEVINE CK. AND CARROLLTON GAGE 52 ELM FORK BELOW HU'FI~N BRANCH CONF. 104.00 31048. 55645. 56 ELM FORK BELOW GRAPEVINE CREEK 118.94 28288. 49964. 82 ELM FORK BELOW FARMERS BRANCH 158.06 28219. 51002. CONF. 90 ELM FORK BELOW HACKBERRY CK. 178.52 28854. 52012. CONF. 99 ELM FORK BELOW JOES CREEK CONF 200.78 26068. 49266. 106 ELM FORK BELOW BACHMAN BRANCH 214.93 26202. 50727. CONF 109 ROUTE FROM ELM FORK AT 220.00 25595. 50381. 77 ELM FORK BELOW CELL A SLUICE 143.96 28333. 50859. OUTLET 67 ELM FORK BELOW COOKS BRANCH 139.08 28268. 50551. CONF. 132.17 28137. 50296. BACHMAN BRANCH TO WEST FORK CONF 1 INDEX POINT 45: OPTION 1 EXECUTED ON 5 AUO 92 AT 17:18:47 LEWISVILLE FLOOD INSURANCE STUDY 10 YEAR STORM CENTERINO ON ELM FORK BELOW CONF. WITH FURNEAUX CREEK MASS RAINFALL AND AREA REDUCTION FACTORS DRAINAGE AREA 104.00 SQUARE MILES DURATION POINT REDUCTION FINAL RAINFALL FACTOR RAINFALL 0.25 0.5414 1.0000 0.5414 0.50 2.0063 0.6061 1.2160 1.00 2.6786 0.7161 1.9182 2.00 3.5400 0.7959 2.8175 3.00 3.8800 0.8460 3.2825 6.00 4.6600 0.8878 4.1373 12.00 5.5300 0.9063 5.0118 24.00 6.4200 0.9289 5.9635 1 INDEX POINT 45: OPTION 1 EXECUTED ON 5 AUG 92 AT 17:18:57 LEWISVILLE FLOOD INSURANCE STUDY 10 YEAR STORM CENTERINO ON ELM FORK BELOW CONF. WITH FURNEAUX CREEK COMBINE DRAINAGE AREA 104.00 SQUARE MILES INTERVAL DISCHARGE RAINFALL 0:15 0. 0.0130 0.0072 0.0059 0:30 2. 0.0132 0.0073 0.0060 0:45 9. 0.0136 0.0075 0.0061 1:0 25. 0.0139 0.0076 0.0062 1:15 47. 0.0143 0.0079 0.0064 1:30 71. 0.0145 0.0080 0.0065 1:45 96. 0.0150 0.0082 0.0067 2:0 121. 0.0152 0.0084 0.0069 2:15 145. 0.0157 0.0087 0.0071 2:30 167. 0.0160 0.0088 0.0072 2:45 190. 0.0166 0.0091 0.0075 3:0 213. 0.0168 0.0093 0.0076 3:15 237. 0.0174 0.0096 0.0078 3:30 262. 0.0177 0.0098 0.0080 3:45 289. 0.0184 0.0101 0.0083 4:0 318. 0.0187 0.0103 0.0084 4:15 349. 0.0194 0.01.07 0.0087 4:30 382. 0.0198 0.0109 0.0089 4:45 417. 0.0205 0.0113 0.0092 5:0 453. 0.0209 0.0115 0.0094 5:15 490. 0.0217 0.0120 0.0098 5:30 529. 0.0222 0.0122 0.0100 5:45 569. 0.0231 0.0127 0.0104 LOSSES RUNOFF 6:0 6:15 6:30 6:45 7:0 7:15 7:30 7:45 8:0 8:15 8:30 8:45 1 609. 0.0235 0.0129 0.0106 651. 0.0245 0.0135 0.0110 694. 0.0250 0.0138 0.0113 737. 0.0261 0.0144 0.0118 781. 0.0267 0.0147 0.0120 826. 0.0279 0.0153 0.0125 872. 0.0285 0.0157 0.0128 918. 0.0298 0.0164 0.0134 966. 0.0305 0.0168 0.0137 1015. 0.0310 0.0171 0.0140 1064. 0.0312 0.0171 0.0140 1115. 0.0315 0.0173 0.0142 INTERVAL DISCHARGE RAINFALL LOSSES RUNOFF 9:.0 1165. 0.0317 0.0174 0.0143 9:.15 1216. 0.0321 0.0177 0.0145 9'.30 1266. 0.0324 0.0178 0.0146 9:45 1316. 0.0331 0.0182 0.0149 10:0 1366. 0.0335 0.0184 0.0151 10:15 1418. 0.0345 0.0190 0.0155 10:30 1475. 0.0352 0.0193 0.0158 10:45 1533. 0.0369 0.0203 0.0166 11:0 1590. 0.0380 0.0209 0.0171 11:15 1649. 0.0412 0.0227 0.0185 11:30 1709. 0.0434 0.0239 0.0196 11:45 1771. 0.0503 0.0209 0.0294 12:0 1839. 0.0558 0.0195 0.0363 12:15 1920. 0.0604 0.0195 0.0410 12:30 2023. 0.0615 0.0195 0.0420 12:45 2151. 0.0642 0.0195 0.0448 13:0 2301. 0.0661 0.0195 0.0466 13:15 2466. 0.0714 0.0195 0.0519 13:30 2641. 0.0752 0.0195 0.0557 13:45 2826. 0.0874 0.0195 0.0679 14:0 3031. 0.0975 0.0195 0.0780 14:15 3265. 0.1083 0.0195 0.0888 14'.30 3542. 0.1154 0.0195 0.0960 14:45 3880. 0.1754 0.0195 0.1559 15:0 4291. 0.2073 0.0195 0.1878 15:15 4817. 0.2759 0.0195 0.2565 15:30 5501. 0.3110 0.0195 0.2915 15:45 6386. 0.5414 0.0195 0.5219 16:0 7538. 0.6746 0.0195 0.6552 16:15 9119. 0.3911 0.0195 0.3717 16:30 11148. 0.2408 0.0195 0.2213 16:45 13185. 0.1362 0.0195 0.1168 17:0 14872. 0.1050 0.0195 0.0856 17:15 16026. 0.0803 0.0195 0.0609 17:30 16721. 0.0684 0.0195 0.0489 17:45 17126. 0.0627 0.0195 0.0433 18:0 17645. 0.0596 0.0195 0.0401 18:15 18442. 0.0464 0.0195 0.0269 18:30 19243. 0.0394 0.0195 0.0200 18:45 20124. 0,0360 0.0195 0,0165 19:0 21142. 0,0340 0,0187 0,0153 19:15 22317. 0,0327 0,0180 0.0147 19:30 23940. 0,0319 0.0175 0,0144 19:45 25?93. 0,0313 0.0172 0,0141 20:0 27619. 0.0309 0.0170 0,0139 20:15 29326. 0,0291 0.0160 0.0131 1 INTERVAL DISCHARGE RAINFALL 20:30 30794. 20:45 32063. 21:0 32949. 21:15 33413. 21:30 33491. 21:45 33212. 22:0 32603. 22:15 31688. 22:30 30489. 22:45 29185. 23:0 27601. 23:15 25744. 23'.30 23767. 23:45 21862. 24:0 20142. 24:15 18858. 24:30 17639. 24:45 16482, 25:0 15381. 25:15 14335. 25:30 13349. 25:45 12432, 26:0 11586. 26:15 10804. 26:30 10079. 26:45 9608. 27:0 9157. 27:15 8717. 27:45 7873. 28:0 7470. 28:15 7081. 28:30 6706. 28:45 6345. 29:. 0 5999. 29:15 5665. 29:30 5345. 29:45 5038. 30:0 4717. 30:15 4410. 0.0273 0.0150 0.0123 0.0256 0.0141 0.0115 0.0240 0.0132 0.0108 0.0226 0.0124 0.0102 0.0213 0.0117 0.0096 0.0201 0.0111 0.0091 0.0191 0.0105 0.0086 0.0181 0.0099 0.0081 0.0171 0.0094 0.0077 0.0163 0.0090 0.0073 0.0155 0.0085 0.0070 0.0148 0.0081 O. 0O66 0.0141 0.0077 0.0063 0.0134 0.0074 0.0060 0.0128 0.0071 0.0058 LOSSES RUNOFF 115:0 13. 115:15 12. 115:30 12. 115:45 12. 116:0 12. 116:15 12. 116:30 12. 116:45 12. 117:0 12. 117:15 12. 117:30 12. 117:45 12. 118:0 12. 118:15 11. FLOOD HYDROORAPH VOLUME 24672.05 AC-FI' 1 INDEX POINT 45: OPTION 1 EXECU'IED ON 5 AUO 92 AT 17:19:.00 LEWISVn .! .1~. FLOOD INSURANCE STUDY 100 YEAR STORM CENTERING ON ELM FORK BELOW CONF. WITH FURNEAUX CREEK MASS RAINFALL AND AREA REDUCTION FACTORS DRAINAGE AREA 104.00 SQUARE MILES DURATION POINT REDUCTION FINAL RAINFALL FACTOR RAINFALL 0.25 0.7211 1.0000 0.7211 0.50 2.8647 0.6061 1.7363 1.00 3.9000 0.7161 2.7928 2.00 5.2000 0.7959 4.1387 3.00 5.7000 0.8460 4.8222 6.00 6.9100 0.8878 6.1349 12.00 8.3100 0.9063 7.5313 24.00 9.5500 0.9289 8.8709 1 INDEX POINT 45: OPTION 1' EXECUTED ON 5 AUG 92 AT 17:19:.10 LEWISVILLE FLOOD INSURANCE STUDY 100 YEAR STORM CENTERING ON ELM FORK BELOW CONF. WITH FURNEAUX CREEK COMBINE DRAINAOE AREA 104.00 SQUARE MILF. S INTERVAL DISCHARGE RAINFAll- 0:15 0. 0.0167 0.0092 0.0075 0:.30 2. 0.0170 0.0094 0.0077 0:.45 12. 0.0176 0.0097 0.0079 I:0 32. 0.0180 0.0099 0.0081 1:15 60. 0.0186 0.0102 0.0084 1:30 92. 0.0190 0.0104 0.0085 1:45 124. 0.0197 0.0108 0.0089 2:0 157. 0.0201 0.0111 0.0090 LOSSES RUNOFF 2:15 2:30 2:45 3:0 3:15 3:30 3:45 4:0 4:15 4:30 4:45 5:0 5:15 5:30 5:45 6:0 6:15 6:30 6:45 7:0 7:15 7:30 7:45 8:0 8:15 8:30 8:45 1 187. 0.0209 0.0115 0.0094 217. 0.0213 0.0117 0.0096 247. 0.0222 0.0122 0.0100 278. 0.0226 0.0125 0.0102 310. 0.0236 0.0130 0.0106 344. 0.0241 0.0133 0.0108 380. 0.0251 0.0138 0.0113 420. 0.0257 0.0141 0.0116 462. 0.0269 0.0148 0.0121 507. 0.0275 0.0151 0.0124 554. 0.0287 0.0158 0.0129 604. 0.0294 0.0162 0.0132 656. 0.0308 0.0170 0.0139 710. 0.0316 0.0174 0.0142 767. 0.0332 0.0182 0.0149 824. 0.0340 0.0187 0.0153 884. 0.0358 0.0197 0.0161 945. 0.0367 0.0202 0.0165 1008. 0.0387 0.0213 0.0174 1073. 0.0398 0.0219 0.0179 1139. 0.0420 0.0195 0.0225 1209. 0.0432 0.0098 0.0334 1286. 0.0458 0.0098 0.0360 1382. 0.0471 0.0098 0.0373 1498. 0.0483 0.0098 0.0385 1630. 0.0486 0.0098 0.0388 1778. 0.0493 0.0098 0.0395 INTERVAL DISCHARGE RAINFALL LOSSES RUNOFF 9:0 9:15 9.'30 9:45 10:0 10:15 10:30 10:45 11:0 11:15 11:30 11:45 12:0 12:15 12:30 12:45 13:0 13:15 13:30 13:45 14:0 14:15 1930. 0.0498 0.0098 0.0400 2079. 0.0508 0.0098 0.0410 2225. 0.0514 0.0098 0.0416 2369. 0.0528 0.0098 0.0430 2513. 0.0536 0.0098 0.0439 2664. 0.0557 0.0098 0.0459 2833. 0.0570 0.0098 0.0472 3025. 0.0601 0.0098 O.0503 3237. 0.0621 0.0098 0.0523 3463. 0.0673 0.0098 0.0575 3713. 0.0708 0.0098 0.0610 3988. 0.0803 0.0098 0.0705 4289. 0.0870 0.0098 0.0772 4621. 0.0931 0.0098 0.0833 4986. 0.0949 0.0098 0.0851 5383. 0.0995 0.0098 0.0897 5805. 0.1024 0.0098 0.0927 6249. 0.1106 0.0098 0.1008 6712. 0.1162 0.0098 0.1064 7197. 0.1327 0.0098 0.1229 7672. 0.1453 0.0098 0.1355 8187. 0.1599 0.0098 0.1501 14:30 8749. 0.1705 0.0098 0.1607 14:45 9361. 0.2572 0.0098 0.2474 15:0 10049. 0.3130 0.0098 0.3032 15:15 10899. 0.4114 0.0098 0.4016 15:30 12002. 0.4655 0.0098 0.4557 15:45 13417. 0.7211 0.0098 0.7114 16:0 15213. 1.0151 0.0098 1.0053 16:30 21122. 0.3642 0.0098 0.3545 16:45 24831. 0.1985 0.0098 0.1887 17:0 28124. 0.1547 0.0098 0.1449 17:15 30658. 0.1234 0,0098 0.1136 17:30 32435. 0.1061 0.0098 0.0963 17:45 34078. 0.0970 0.0098 0.0872 18:0 35491. 0.0916 0.0098 0.0818 18:15 36784. 0.0750 0.0098 0.0652 18:30 38228. 0.0645 0.0098 0.0547 18:45 40426. 0.0584 0.0098 0.0486 19:0 43084. 0.0546 0.0098 0.0448 19:15 46189. 0.0520 0.0098 0,0423 19:30 49587. 0.0503 0.0098 0.0405 19:45 52621. 0.0489 0.0098 0.0392 20:0 55209. 0.0480 0.0098 0.0382 20:15 57072. 0.0445 0.0098 0.0347 1 INTERVAL DISCHARGE RAINFALL LOSSES RUNOFF 20:30 58091. 0.0409 0.0098 0.0311 20:45 58322. 0.0377 0.0098 0.0279 21:0 57876. 0.0349 0.0098 0.0251 21:15 56865. 0.0324 0.0098 0,0226 21:30 55375. 0.0301 0.0098 0.0203 21:45 53524. 0.0281 0.0098 0.0183 22:0 51442. 0.0263 0.0098 0.0165 22:15 49345. 0.0246 0.0098 0.0148 22:30 47164. 0.0231 0.0098 0.0133 22:45 44918. 0.0217 0.0098 0.0120 23:0 42618. 0.0205 0.0098 0.0107 23:15 40324. 0.0193 0.0098 0.0096 23:30 38153. 0.0183 0.0098 0.0085 23:45 35913. 0.0173 0.0095 0.0078 24:0 33595. 0.0164 0.0090 0,0074 24:15 31151. 24:30 28811. 24:45 26556. 25:0 24436. 25:15 22502. 25:30 20746. 25:45 19355. 26:0 18155. 26:15 17019. 26:30 15944. 63:30 68. 63:45 67. 64:0 66. 64:15 65. 64:30 64. 64:45 63. 65:0 62. 65:15 62. 65:30 61. 65:45 60. 66:0 59. 66:15 58. 1 INTERVAL DISCHARGE RAINFALL 66:30 58. 66:45 57. 67:0 56. 67:15 56. 67:30 55. 67:45 54. 1 INDEX POINT 46: OPTION LOSSES RUNOFF EXECUTED ON 5 AUO 92 AT 17:19:.13 LEWISVILLE FLOOD INSURANCE STUDY 10 YEAR STORM CENTERING ON ROUTE FROM ELM FORK AT FURNEAUX CK. TO CARROLLTON GAGE MASS RAINFALL AND AREA REDUCTION FACTORS DRAINAGE AREA 104.00 SQUARE MILES DURATION POINT REDUCTION FINAL RAINFALL FACTOR RAINFALL 0.25 0.5414 1.0000 0.5414 0.50 2.0063 0.6061 1.2160 1.00 2.6786 0.7161 1.9182 2.00 3.5400 0.7959 2.8175 3.00 3.8800 0.8460 3.2825 6.00 4.6600 0.8878 4.1373 12.00 5.5300 0.9063 5.0118 24.00 6.4200 0.9289 5.9635 1 INDEX POINT 46: OPTION 1 EXECUTED ON 5 AUG 92 AT 17:19:23 LEWISVILLE FLOOD INSURANCE STUDY 10 YEAR STORM CENTERING ON ROUTE FROM ELM FORK AT FURNEAUX CK. TO CARROLl,TON GAGE ELEVATION - DISCHARGE - STORAGE - DIVERSION TABLE DRAINAGE AREA 104.00 SQUARE MILES 414.50 0.00 0. 0.00 435.70 1000.00 23Z 0.00 436.70 2000.00 268. 0.00 438.90 5000.00 409. 0.00 440.50 10000.00 937. 0.00 442.20 20000.00 1916. 0.00 443.80 30000.00 2881. 0.00 ~.~..70 40000.00 3603. 0.00 445.40 50000.00 4232. 0.00 446.10 60000.00 4851. 0.00 446.80 70000.00 5474. 0.00 447.60 80000.00 6146. 0.00 448.70 90000.00 7048. 0.00 450.20 100000.00 8283. 0.00 451.60 110000.00 9567. 0.00 1 INDEX POINT 46: OPTION I EXECUTED ON 5 AUG 92 AT 17:19:23 LEWISVILLE FLOOD INSURANCE STUDY 10 YEAR STORM CENTERING ON ROUTE FROM ELM FORK AT FURNEAUX CK. TO CARROLLTON GAGE ROUTE DRAINAGE AREA 104.00 SQUARE MILES TIME OUTFLOW STORAGE 0:15 0. 0.00 414.50 0. 0:.30 0. 0.02 414.50 0. 0:45 1. 0.12 414.51 0. 1:0 2. 0.46 414.54 0. 1:15 5. 1.13 414.60 0. 1:30 9. 2.20 414.70 0. 1:45 16. 3.67 414.84 0. 2:0 24. 5.51 415.00 0. 2:15 33. 7.66 415.20 0. 2:30 44. 10.10 415.42 0. 2:45 55. 12.77 415.67 0. 3:0 68. 15.66 415.93 0. 3:15 81. 18.77 416.22 0. 3:30 95. 22.10 416.52 0. 3:45 111. 25.67 416.85 0. 4:0 127. 29.49 417.19 0. 4:15 145. 33.57 417.57 0. 4'.30 164. 37.94 417.97 0. 4:45 184. 42.60 418.39 0. 5:0 205. 47.57 418.85 0. 5:15 228. 52.84 419.33 0. 5:30 252. 58.41 419.84 0. 5:45 277. 64.28 420.37 0. 6:0 304. 70.45 420.94 0. 6:15 331. 76.91 421.53 0. 6:30 361. 83.65 422.14 0. 6:45 391. 90.66 422.78 0. 7:0 422. 97.94 423.45 0. 7:15 455. 105.49 424.14 0. 7:30 488. 113.28 424.85 0. 7:45 523. 121.33 425.59 0. ELEVATION DIVERSION 8:0 8:15 8:30 8:45 1 559. 129.62 426.34 0. 596. 138.16 427.12 0. 633. 146.94 427.93 0. 672. 155.96 428.75 0. TIME 9:.0 9:.15 9:30 9:45 10:0 10:15 10:.30 10:45 11:0 11:15 11:30 11:45 12:0 12:15 12:30 12:45 13:0 13:15 13:30 13:45 14:0 14:15 14:30 14:45 15:0 15:15 15:30 15:45 16:0 16:15 16:30 16:45 17:0 17:15 17'..30 17:45 18:0 18:15 18:30 18:45 19:0 19:15 19:30 19:45 OUTFLOW STORAGE ELEVATION DIVERSION 20:0 21258. 2037.36 44Z40 712. 165.21 429.60 0. 753. 174.67 430.46 0. 794. 184.32 431.34 0. 837. 194.14 432.24 0. 880. 204.11 433.15 0. 923. 214.24 434.08 0. 968. 224.59 435.02 o 1071. 234.60 435.77 0. 1288. 242.49 435.99 0. 1435. 247.82 436.13 0. 1543. 251.75 436.24 0. 1630. 254.93 436.33 0. 1707. 257.75 436.41 0. 1783. 260.52 436.48 0. 1867. 263.55 436.57 0. 1964. 267.09 436.66 0. 2065. 271.46 436.75 0. 2180. 276.85 436.83 0. 2315. 283.16 436.93 0. 2467. 290.23 437.04 0. 2634. 298.05 437.16 0. 2820. 306.77 437.30 0. 3031. 316.65 437.46 0. 3277. 328.16 437.64 0. 3569. 341.85 437.85 0. 3926. 358.51 438.11 0. 437Z 379.39 438.44 0. 4940. 406.00 438.86 0. 5331. 443.75 439.01 0. 5865. 500.17 439.18 0. 6625. 580.51 439.42 0. 7612. 684.81 439.74 0. 8755. 805.58 440.10 0. 9947. 931.57 440.48 0. 11170. 1051.72 440.70 0. 12269. 1159.25 440.89 0. 13246. 1254.88 441.05 0. 14162. 1344.54 441.21 0. 15056. 1432.01 441.36 0. 15940. 1518.50 441.51 0. 16836. 1606.22 441.66 0. 17770. 1697.68 441.82 0. 18794. 1797.82 441.99 0. 19953. 1911.32 442.19 0. 0. 20:15 1 22653. 2172.00 442.62 0. TIME 20:30 20:45 21:0 21:15 21:30 21:45 22:0 22:15 22:30 22:45 23:0 23:15 23:45 24:0 24:15 24:30 24:45 25:0 25:15 25:45 26:0 26:15 26:45 27:0 27:15 27:30 27:45 28:0 28:15 28:45 29:0 29:.15 29:30 29:45 30:0 30:15 30:.45 31:0 31:15 31:30 31:45 1 OUTFLOW STORAGE ELEVATION DIVERSION 24085. 2310.23 442.85 0. 25505. 2447.27 443.08 0. 26859. 2577.92 443.30 0. 28081. 2695.91 443.49 0. 29120. 2796.14 443.66 0. 29938. 2875.11 443.79 0. 30663. 2928.98 443.86 0. 31034. 2955.78 443.89 0. 31048. 2956.76 443.89 0. 30745. 2934.88 443.87 O. 30156. 2892.36 443.81 O. 29447. 2827.71 443.71 O. 28540. 2740.15 443.57 O. 27433. 2633.29 443.39 O. 26189. 2513.27 443.19 O. 24896. 2388.43 442.98 O. 23610. 2264.37 442.78 O. 22344. 2142.13 442.58 O. 21104. 2ff2Z45 442.38 O. 19897. 1905.86 442.18 O. 18741. 1792.70 441.99 0. 17624. 1683.36 441.80 0. 16552. 1578.42 441.61 0. 15529. 1478.31 441.44 0. 14557. 1383.23 441.27 0. 13657. 1295.14 441.12 0. 12841. 1215.25 440.98 0. 12096. 1142.29 440.86 0. 11410. 1075.15 440.74 0. 10774. 1012.94 440.63 0. 10181. 954.96 440.53 O. 9652. 900.39 440.39 O. 9160. 848.48 440.23 O. 8691. 798.89 440.08 O. 8243. 751.48 439.94 O. 7813. 706.11 439.80 O. 7402. 662.66 439.67 O. 7008. 621.06 439.54 O. 6629. 58O.95 439.42 O. 6261. 542.07 439.30 O. 5906. 504.54 439.19 O. 5565. 468.47 439.08 O. 5238. 433.94 438.98 O. 4850. 401.79 438.79 O. 4276. 374.93 438.37 O. 3835. 354.27 438.05 O. TIME 32:0 32:15 32:30 32:45 33:0 33:15 33:30 33:45 34:0 34:15 34:45 35:0 35:15 35:30 35:45 36:0 36:15 36:45 37:0 37:15 37:30 37:45 38:0 38:15 38:45 39:0 39:15 39:30 39:45 40:0 40:15 40:30 ~.45 41:0 41:15 41:30 41:45 42:0 42:15 42:30 42:45 43:0 43:15 1 OUTFLOW STORAGE ELEVATION DIVERSION 3484. 337.87 437.79 0. 3198. 324.48 437.58 0. 2959. 313.28 437.40 0. 2754. 303.70 437.25 0. 2576. 295.36 437.12 0. 2419. 288.00 437.01 0. 2278. 281.41 436.90 0. 2148. 275.34 436.81 0. 2028. 269.70 436.72 0. 1897. 264.66 436.60 O. 1780. 260.38 436.48 0. 1678. 256.68 436.38 O. 1588. 253.41 436.29 0. 1507. 250.46 436.21 0. 1433. 247.78 436.13 0. 1366. 245.31 436.07 0. 1303. 243.01 436.00 0. 1244. 240.88 435.94 0. 1189. 238.88 435.89 0. 1137. 237.00 435.84 0. 1089. 235.23 435.79 0. 1044. 233.60 435.74 0. 1003. 232.12 435.70 0. 993. 230.45 435.56 0. 984. 228.30 435.36 0. 973. 225.70 435.12 0. 960. 222.71 434.85 0. 946. 219.39 434.55 0. 930. 215.81 434.22 0. 914. 212.00 433.87 0. 897. 208.02 433.51 O. 879. 203.90 433.13 0. 861. 199.69 432.75 0. 842. 195.39 432.35 0. 823. 191.05 431.96 0. 805. 186.68 431.56 0. 786. 182.30 431.16 0. 767. 177.92 430.76 0. 748. 173.57 430.36 0. 730. 169.25 429.97 0. 711. 164.96 429.57 0. 693. 160.73 429.19 0. 675. 156.56 428.81 0. 657. 152.44 428.43 0. 640. 148.39 428,06 0. 622. 144.42 427.70 0. TIME OUTFLOW STORAGE ELEVATION DIVERSION 43:30 43:45 44:0 44:15 44:30 44:45 45:0 45:15 45:30 45:45 46:0 46:15 46:45 47:0 47:15 47:30 47:45 48:0 48:15 48:45 49:. 0 49:15 49:30 49:45 50:0 50:15 50:30 50:45 51:0 51:15 51:30 51:45 52:0 52:15 52:30 52:45 53:0 53:15 53:30 53:45 54:0 54:15 54:30 54:45 1 606. 140.52 427.34 O. 589. 136.69 426.99 O. 573. 132.95 426.65 O. 557. 129.28 426.31 O. 542. 125.70 425.99 O. 527. 122.19 425.67 O. 512. 118.77 425.35 O. 498. 115.43 425.05 O. 484. 112.18 424.75 O. 470. 109.00 424.46 O. 457. 105.91 424.18 O. ~.~.. 102.90 423.90 O. 431. 99.97 423.63 O. 419. 97.11 423.37 O. 407. 94.34 423.12 O. 395. 91.64 422.87 O. 384. 89.01 422.63 O. 373. 86.46 422.40 O. 362. 83.98 422.17 O. 352. 81.58 421.95 O. 342. 79.24 421.74 0. 332. 76.97 421.53 0. 322. 74.77 421.33 0. 313. 72.63 421.14 0. 304. 70.56 420.95 0. 295. 68.55 420.76 0. 287. 66.60 420.59 0. 279. 64.71 420.41 0. 271. 62.88 420.25 0. 263. 61.11 420.08 0. 256. 59.39 419.93 0. 249. 57.73 419.78 0. 242. 56.11 419.63 0. 235. 54.55 419.49 0. 229. 53.04 419.35 0. 222. 51.58 419.21 0. 216. 50.16 419.08 0. 210. 48.79 418.96 0. 205. 47.47 418.84 0. 199. 46.18 418.72 0. 194. 44.94 418.61 0. 189. 43.74 418.50 0. 184. 42.58 418.39 0. 179. 41.46 418.29 0. 174. 40.37 418.19 0. 170. 39.32 418.09 0. TIME OUTFLOW STORAGE ELEVATION DIVERSION 55:0 165. 38.31 418.00 0. 55:15 161. 37.33 417.91 0. 55:30 157. 36.38 417.82 0. 55:45 153. 35.47 417.74 0. 56:0 149. 34.58 417.66 0. 56:15 145. 33.72 417.58 0. 56:30 142. 32.90 417.51 0. 56:45 138. 32.10 417.43 0. 57:0 135. 31.32 417.36 0. 57:15 132. 30.58 417.29 0. 57:30 129. 29.86 417.23 0. 57:45 126. 29.16 417.16 0. 58:0 123. 28.49 417.10 0. 58:15 120. 27.84 417.04 0. 192:0 2. 0.37 414.53 0. FLOOD HYDROORAPH VOLUME 24671.68 AC-PT 1 INDEX POINT 46: OPTION 1 EXECUTED ON 5 AUG 92 AT 17:19:26 LEWISVILLE FLOOD INSURANCE STUDY 100 YEAR STORM CENTERING ON ROUTE FROM ELM FORK AT FURNEAUX CK. TO CARROLLTON GAGE MASS RAINFALL AND AREA REDUCTION FACTORS DRAINAGE AREA 104.00 SQUARE MILES DURATION POINT REDUCTION FINAL RAINFALL FACTOR RAINFALL 0.25 0.7211 1.0000 0.7211 0.50 2.8647 0.6061 1.7363 1.00 3.9000 0.7161 Z7928 2.00 5.2000 0.7959 4.1387 3.00 5.7000 0.8460 4.8222 6.00 6.9100 0.8878 6.1349 12.00 8.3100 0.9063 7.5313 24.00 9.5500 0.9289 8.8709 1 INDEX POINT 46: OPTION 1 EXECUTED ON 5 AUG 92 AT 17:19:37 LEWISVILLE FLOOD INSURANCE STUDY 100 YEAR STORM CENTERING ON ROUTE FROM ELM FORK AT FURNEAUX CK. TO CARROLLTON GAGE ELEVATION - DISCHARGE - STORAGE - DIVERSION TABLE DRAINAGE AREA 104.00 SQUARE MILES 414.50 0.00 435.70 1000.00 436.70 2000.00 438.90 5000.00 440.50 10000.00 442.20 20000.00 443.80 30000.00 444.70 40000.00 445.40 50000.00 446.10 60000.00 448.70 90000.00 450.20 100000.00 0. 0.00 232. 0.00 268. 0.00 409. 0.00 937. 0.00 1916. 0.00 2881. 0.00 3603. 0.00 4232. 0.00 4851. 0.00 5474. 0.00 6146. 0.00 7048. 0.00 8283. 0.00 451.60 110000.00 9567. 0.00 1 INDEX POINT 46: OPTION 1 EXECUTED ON 5 AUG 92 AT 17:19:37 LEWISVILLE FLOOD INSURANCE STUDY 100 YEAR STORM CENTERING ON ROUTE FROM ELM FORK AT FURNEAUX CK. TO CARROLLTON GAGE ROUTE DRAINAGE AREA 104.00 SQUARE MILES TIME OUTFIADW STORAGE 0:.15 0. 0.00 414.50 0. 0:30 0. 0.02 414.50 0. 0:45 1. 0.16 414.51 0. 1:0 3. 0.58 414.55 0. 1:15 6. 1.45 414.63 0. 1:30 12. 2.83 414.76 0. 1:45 20. 4.73 414.93 0. 2:0 31. 7.10 415.15 0. 2:15 43. 9.90 415.40 0. 2:30 56. 13.06 415.69 0. 2:45 71. 16.54 416.01 0. 3:0 88. 20.33 416.36 0. 3:15 105. 24.40 416.73 0. 3:30 124. 28.79 417.13 0. 3:45 144. 33.49 417.56 0. 4:0 166. 38.55 418.02 0. 4:15 190. 43.98 418.52 0. 4:30 215. 49.81 419.05 0. 4:45 242. 56.05 419.62 0. 5:0 270. 62.72 420.23 0. 5:15 301. 69.83 420.88 0. 5:30 334. 77.39 421.57 0. 5:45 368. 85.40 422.30 0. 6:0 405. 93.85 423.08 0. 6:15 443. 102.75 423.89 0. 6:30 483. 112.09 424.74 0. 6:45 525. 121.85 425.63 0. 7:0 569. 132.05 426.57 0. 7:15 615. 142.67 427.54 0. 7:30 663. 153.73 428.55 0. 7:45 712. 165.29 429.60 0. 8:0 765. 177.59 430.73 0. 8:15 823. 190.93 431.95 0. 8:30 886. 205.58 433.29 0. 8:45 956. 221.76 434.76 0. 1 ELEVATION DIVERSION TIME ,OUTFLOW STORAGE ELEVATION DIVERSION 9:0 1168. 238.12 435.87 0. 9:15 9:30 9:45 10:0 10:15 10:30 10:45 11:0 11:15 11:30 11:45 12:0 12:15 12:30 12:45 13:0 13:15 13:30 13:45 14:0 14:15 14:30 14:45 15:0 15:15 15:30 15:45 16:0 16:15 16:30 16:45 17:0 17:15 17:30 17:45 18:0 18:15 18:30 18:45 19:0 19:15 19:30 19:45 20:0 20:15 1 1538. 251.58 436.24 0. 1810. 261.47 436.51 0. 2021. 269.37 436.72 0. 2173. 276.48 436.83 0. 2323. 283.52 436.94 0. 2477. 290.73 437.05 0. 2641. 298.38 437.17 0. 2818. 306.68 437.30 0. 3010. 315.68 437.44 0. 3219. 325.46 437.59 0. 3448. 336.15 437.76 0. 3697. 347.84 437.94 0. 3971. 360.66 438.15 0. 4272. 374.74 438.37 0. 4602. 390.18 438.61 0. 4961. 406.96 438.87 0. 5171. 426.82 438.95 0. 5404. 451.47 439.03 0. 5680. 480.65 439.12 0. 5992. 513.67 439.22 0. 6337. 550.13 439.33 0. 6717. 590.23 439.45 0. 7133. 634.24 439.58 0. 7591. 682.64 439.73 0. 8105. 736.90 439.89 0. 8701. 799.87 440.08 0. 9415. 875.33 440.31 0. 10308. 967.34 440.55 O. 11474. 1081.49 440.75 0. 12982. 1229.05 441.01 0. 14891. 1415.84 441.33 0. 17103. 1632.38 441.71 0. 19450. 1862.02 442.11 0. 21782. 2087.87 442.49 0. 24001. 2302.03 442.84 0. 26086. 2503.30 443.17 0. 28029. 2690.89 443.48 0. 29862. 2867.75 443.78 0. 32190. 3039.26 444.00 0. 34584. 3212.15 444.21 0. 37101. 3393.84 444.44 0. 39801. 3588.82 444.68 O. 42965. 3789.67 444.91 0. 46056. 3983.98 445.12 0. 48902. 4162.94 445.32 0. TIME 20:30 20:45 21:0 21:15 OUTFLOW STORAGE ELEVATION DIVERSION 51369. 4316.79 445.50 O. 53324. 4437.87 445.63 0. 54689. 4522.43 445.73 0. 55455. 4569.91 445.78 0. 21:30 21:45 22:0 22:15 22:30 22:45 23:0 23:15 23:30 23:45 24:0 24:15 24:30 24:45 25:0 25:15 25:45 26:0 26:15 26:45 27:0 27:15 27:30 27:45 28:0 28:15 28:45 29:0 29:15 29:45 30:.0 30:15 30:45 31:0 31:15 31:30 31:45 1 55645. 4581.67 445.80 0. 55303. 4560.49 445.77 0. 54497. 4510.55 445.71 0. 53324. 4437.89 445.63 0. 51875. 4348.13 445.53 0. 50207. 4244.82 445.41 0. 48387. 4130.59 445.29 0. 46435. 4007.86 445.15 O. ~a.a.04.3880.15 445.01 0. 42324. 3749.34 a.a.~..86 0. 40188. 3615.00 ~a.a..71 0. 38210. 3473.97 ~a-.54 0. 36150. 3325.22 444.35 0. 34031. 3172.18 444.16 0. 31895. 3017.91 443.97 0. 29834. 2865.11 443.77 0. 28247. 2711.87 443.52 0. 26662. 2558.91 443.27 0. 25133. 2411.34 443.02 0. 23674. 2270.50 442.79 0. 22283. 2136.27 442.57 0. 20959. 2008.43 442.35 0. 19703. 1886.78 442.15 0. 18520. 1771.10 441.95 0. 17398. 1661.22 441.76 0. 16333. 1557.04 441.58 0. 15325. 1458.36 441.41 0. 14372. 1365.08 441.24 0. 13491. 1278.90 441.09 0. 12692. 1200.71 440.96 0. 11961. 1129.11 440.83 0. 11285. 1062.99 440.72 0. 10657. 1001.51 440.61 0. 10069. 943.99 440.51 0. 9550. 889.60 440.36 O. 9058. 837.63 440.20 0. 8587. 787.87 440.05 0. 8136. 740.21 439.90 0. 7704. 694.54 439.77 0. 7290. 650.78 439.63 0. 6892. 608.75 439.51 0. 6508. 568.12 439.38 0. TIME 32:0 32:15 32:30 32:45 33:0 33:15 33:30 OUTFLOW STOl:LA.GE ELEVATION DIVERSION 6135. 528.78 439.26 0. 5777. 490.88 439.15 0. 5433. 454.55 439.04 0. 5105. 419.87 438.93 0. 4580. 389.13 438.59 0. 4057. 364.68 438.21 0. 3651. 345.65 437.91 0. 33:45 34:0 34:15 34:30 34:45 35:0 35:15 35:30 35:45 36:0 36:15 36:30 36:45 37:0 37:15 37:30 37:45 38:0 38:15 38:30 38:45 39:0 39:15 39:30 39:45 40:0 40:15 40:45 41:0 41:15 41:30 41:45 42:0 42:15 42:30 42:45 43:0 43:15 1 3325. 330.40 437.67 O. 3056. 317.84 437.47 O. 2830. 307.25 437.31 O. 2635. 298.14 437.17 O. 2465. 290.17 437.04 O. 2314. 283.11 436.93 O. 2177. 276.68 436.83 O. 2049. 270.71 436.74 O. 1917. 265.36 436.62 O. 1791. 260.79 436.49 O. 1684. 256.89 436.38 O. 1590. 253.47 436.29 0. 1506. 250.41 436.21 0. 1429. 247.63 436.13 0. 1359. 245.09 436.06 0. 1295. 242.74 435.99 0. 1235. 240.56 435.94 0. 1179. 238.53 435.88 0. 1127. 236.63 435.83 0. 1078. 234.85 435.78 0. 1034. 233.22 435.73 0. 999. 231.69 435.67 0. 991. 229.90 435.51 0. 981. 227.61 435.30 0. 969. 224.91 435.05 0. 956. 221.85 434.77 O. 942. 218.51 434.47 O. 926. 214.92 434.14 O. 910. 211.14 433.79 O. 893. 207.20 433.43 O. 876. 203.14 433.06 O. 858. 198.98 432.68 O. 839. 194.76 432.30 O. 821. 190.49 431.91 O. 803. 186.20 431.51 O. 784. 181.89 431.12 O. 765. 177.60 430.73 O. 747. 173.31 430.34 O. 729. 169.06 429.95 O. TIME 43:30 43:45 44:0 44:15 44:30 44:45 45:0 45:15 45:30 45:45 OUTFLOW STORAGE ELEVATION DIVERSION 711. 164.84 429.56 O. 693. 160.67 429.18 O. 675. 156.56 428.81 O. 657. 152.49 428.43 O. 640. 148.50 428.07 O. 623. 144.56 427.71 O. 606. 140.70 427.36 O. 590. 136.91 427.01 O. 574. 133.19 426.67 O. 558. 129.55 426.34 O. ATTACHMENT 2 NUDALLAS DATA AND RESULTS 100-YR HYDROGRAPH FOR RIVERCHASE DEVELOPMENT RIVERCFIASE LOCAL HYDROORAPH *ELM FORK TRINITY RIVER FROM LEWISVILLE DAM TO MOUTH *FULL DEVELOPMENT 1992 *DEVELOPED BY NDMCE FOR TIME TO PEAK JK FILE ND.RVCH UNDER 89120133 DATA ROUTE PRINTOUT 888888188 COMBINE PRINTOUT 888888188 LOCAL PRINTOUT 888888188 1.2 1.561.81.972.42.82 3.21 2 YEAR RAINFALL 1.53 1.86 2.25 2.49 2.95 3.44 4.00 5 YEAR RAINFALL 1.99 2.50 3.01 3.28 3.93 4.68 5.39 10 YEAR RAINFALL 2.31 2.89 3.54 3.88 4.66 5.53 6.42 25 YEAR RAINFALL 2.68 3.38 4.19 4.56 5.50 6.49 7.56 50 YEAR RAll~ALL 3.23 3.83 4.68 5.15 6.20 7.38 8.56 100 YEAR RAINFALL 3.37 4.30 5.20 5.70 6.91 8.31 9.55 500 YEAR RAINFALL 3.98 5,45 6,35 6,75 8,55 11,05 12,25 HYDRO-B5 RAINFALL L05 1.87 1.87 3.90 SPF RAINFALL 14.97 UHG DATA PERCENT SAND IMPERVIOUSNESS PRINTOUT (1) RIVERCHASE AREA WITHIN LEVEES 0.835 1.59.8 37.70 80 40 45 DISPLAY POINT EXECUTED ON 5 AUG 92 AT 9:45:01 RIVERCHASE LOCAL HYDROORAPH SCHEMATIC DIAGRAM - OPTION 1 1 /\ < 1> \__./ (1) RIVERCHASE AREA WITHIN LEVEES EXECUTED ON 5 AUG 92 AT 9:45:05 RIVERCHASE LOCAL HYDROORAPH COMPUTED PROBABILITY DISCHARGE OPTION 1 INDEX LOCATION DA-SQ.MI 100 YEAR MAIN STEM ........................................ 1 (1) RIVERCHASE AREA WITHIN 0.84 2463. LEVEES 1 INDEX POINT I: OPTION 1 1 EXECUTED ON 5 AUG 92 AT 9:45:03 RIVERCHASE LOCAL HYDROGRAPH 100 YEAR STORM CENTERING ON (1) RIVERCHASE AREA WITHIN LEVEES MASS RAINFALL AND AREA REDUCTION FACTORS DRAINAGE AREA 0.84 SQUARE MILES DURATION POINT REDUCTION FINAL RAINFALL FACTOR RAINFALL 0.25 1.8365 1.0000 1.8365 0.50 2.8647 0.9905 2.8375 1.00 3.9000 0.9947 3.8793 2.00 3.00 6.00 12.00 1 INDEX POINT 1: OPTION 1 1 5.2000 0.9964 5.1810 5.700O 0.9966 5.6805 6.9100 0.9979 6.8957 8.3100 0.9981 8.2939 9.5500 0.9983 9.5339 EXECUTED ON 5 AUG 92 AT 9:45:03 RIVERCHASE LOCAL HYDROGRAPH 100 YEAR STORM CENTERING ON (1) RIVERCHASE AREA WITHIN LEVEES (1) RIVERCHASE AREA WITHIN LEVEES DRAINAGE AREA 0.84 SQUARE MILES HYDROGRAPHS-CFS RAINFAI.L CURVES-INCHES HOUR FLOOD UNIT RAIN LOSS EXCESS 13:45 203. 14:0 212. 14:15 221. 14:30 228. 14:45 262. 15:0 378. 15:15 532. 15:30 703. 15:45 981. 16:'0 1739. 0. 0.1138 0.0113 0.1026 0. 0.1170 0.0113 0.1057 0. 0.1196 0.0113 0.1083 0. 0.1218 0.0113 0.1105 0. 0.2319 0.0113 0.2206 0. 0.3045 0.0113 0.2933 0. 0.4047 0.0113 0.3934 0. 0.4571 0.0113 0.4459 0. 1.0010 0.0113 0.9897 0. 1.8365 0.0113 1.8252 16:30 1969. 16:45 1288. 17:0 752. 17:15 456. 17:30 315. 17:45 246. 18:0 207. 18:15 180. 18:30 156. 18:45 134. 0. 0.3606 0.0113 0.3493 0. 0.1393 0.0113 0.1280 0. 0.1188 0.0113 0.1076 0. 0.1108 0.0113 0.0995 0. 0.1021 0:0113 0.0908 0. 0.0943 0.0113 0.0830 0. 0.0871 0.0113 0.0758 0. 0.0744 0.0113 0.0631 0. 0.0654 0.0113 0.0541 0. 0.0595 0.0113 0.0482 FLOOD HYDROGRAPH VOLUME 372.08 AC-FT RUNOFF VOLUME 37Z86 AC-FT RAINFALL 9.534 INCHES RAINFALL LOSS 1.161 INCHES RAINFALL EXCESS 8.373 INCHES ATTACHMENT 3 USGS GAGE DATA ELM FORK AT CARROLLTON UNITED STATES DEPARTMENT OF THE INTF/~IOR - GEOLOGICAL SUI~VEY - AUSTIN, TX 07/31/92 STATION NUMBER 08055500 ELM FORK TRINITY RIVER HR CAIU~OLLTON, TX STREAM SOURCE AGENCY USGS LATITUDE 325757 LONGITUDE 0965639 DRAINAGE AREA 2459.00 DATUM 433.40 STATE 48 COUNTY 113 FROM DCP DISCHARGE. CUBIC FEET PER SECOND. gATP/~ YEAR OCTOBER 1988 TO SEPTKMBEE 1989 DAILY HEANVALUES DAY OCT NOV DEC JAN FEB ~ APR HAY JUN JUL AUG SEP 1 45 105 77 3.6 189 271 330 125 1380 6730 5290 2 67 96 172 7.8 69 270 299 124 1840 6850 5310 3 43 92 40 3.8 50 274 275 419 2650 7220 5320 4 36 96 .00 4.2 25 290 626 161 4500 4570 5250 5 41 166 29 24 26 293 1300 878 1310 5210 5140 6 48 142 36 40 45 301 1590 142 195 6290 4760 7 84 128 79 31 34 307 1600 184 5090 6610 4450 8 88 119 44 54 27 296 1620 145 3970 6750 4030 9 98 104 99 66 29 289 1640 149 482 6750 3640 10 90 78 59 34 18 280 1630 124 184 6730 3600 11 64 77 64 62 35 277 1570 92 323 6730 3280 12 101 100 17 118 62 268 1260 85 1570 6680 2420 13 107 85 24 41 71 267 1100 122 3800 6640 2100 14 68 87 32 37 46 266 989 135 5030 6660 1950 15 41 100 16 35 261 222 729 141 5480 6740 1680 16 71 50 18 32 593 166 687 1320 4980 6680 1670 17 93 64 19 28 2500 140 645 7380 3850 6640 1870 18 108 79 20 32 828 139 333 1330 2950 6600 1790 19 129 136 17 43 95 154 210 159 2320 6580 1750 20 61 49 21 93 47 184 122 39 1750 6560 1720 21 56 37 14 119 45 513 112 159 1350 6540 1640 22 95 81 21 196 47 428 107 115 1060 6350 1470 23 126 86 11 204 115 368 112 75 1140 6080 1400 24 191 81 7.1 210 142 188 149 87 2350 6020 1380 25 225 82 11 499 259 141 149 100 3720 5700 1340 26 209 103 7.9 722 272 149 116 75 4030 5570 1220 27 169 94 46 94 275 172 85 130 5420 5350 1160 28 156 86 21 1300 272 3780 95 366 5910 5250 1160 29 134 85 6.0 440 --- 908 116 344 6380 5280 1140 30 112 80 8.2 87 --- 98 107 423 6570 5300 722 31 120 --- 5.3 240 --- 300 --- 906 --- 5270 209 TOTAL 3076 2768 1041.50 4900.4 6477 11999 19703 16034 91584 192930 79861 )JEAN 99.2 92.3 33.6 158 231 387 657 517 3053 6224 2576 PAX 225 166 172 1300 2500 3780 1640 7380 6570 7220 5320 HIN 36 37 .00 3.6 18 98 85 39 184 4570 209 AC-PT 6100 5490 2070 9720 12850 23800 39080 31800 181700 382700 158400 118 125 190 140 171 258 197 151 195 86 432 149 762 183 217 164 123 127 165 89 133 133 155 135 119 99 102 54 202 5291 176 762 54 10490 CALYR 1988 TOTAL 41418.50 MEAN 113 MAX 801 HIN .00 AC-FT 82150 VTRI'P. 1989 TOTAL 435664.90 MEAN 1194 MAX 7380 HIN .00 AC-FT 864100 STATION NUMB~ 08055500 ELK FORK TRINITY RIVER NB. CARROLLTON, TX STREAM SOURCE AGENCY USGS LATITUDE 325757 LONGITUDE 0965639 DRAINAGE ARF~ 2459.00 DATUM 433.40 STATE 48 COUNTY 113 l~tOM .DCP DISCILA-~GE, CUBIC FEET PER SECOND, VAT~ YEA~ OCTOBE~ 1989 TO SEPTEHBER 1990 DAILY MEANVALUES DAY OCT NOV DEC JAN FEB HAP, APR NAY JUN JUL AUG SEP 152 24 62 55 3420 21 2920 186 7120 6370 5370 64 29 45 32 557 73 4480 4650 2940 6360 5400 75 86 58 59 117 80 5120 12600 5400 6410 5590 89 29 64 20 69 77 5280 17800 6650 6410 5600 55 86 28 26 69 115 5320 25300 6980 6400 5360 6 57 61 53 60 22 132 5580 22400 7070 6360 5520 7 34 74 63 34 63 859 5360 20100 7070 6350 5510 8 22 185 86 38 23 204 5310 18200 7080 3090 5390 9 52 113 52 28 41 84 5300 16800 7080 e433 5210 10 73 17 35 100 83 61 5820 15800 7060 365 5120 11 76 65 39 44 47 3450 5290 14500 7040 345 4650 12 123 85 78 102 36 1630 5300 14100 7080 507 3790 13 60 41 61 69 19 193 5390 13300 7000 489 3550 14 59 40 79 40 27 2590 7480 12500 6960 479 3470 15 57 36 126 50 31 1030 1960 11800 6970 471 2760 16 37 21 52 118 24 253 1550 10700 6960 633 2450 17 51 46 69 150 56 606 398 9790 6930 3270 1830 18 94 55 64 293 84 1690 298 8760 6930 4810 1780 19 22 58 49 1360 28 3490 588 7450 6940 5330 1790 20 79 53 39 239 42 4710 2560 6770 6910 5420 1590 185 190 195 189 191 176 175 2O4 125 166 108 166 116 125 81 124 112 96 93 143 21 41 32 40 82 116 5040 1950 6690 6840 5520 970 86 22 38 59 70 81 72 5140 3370 6950 6880 5520 754 103 23 63 1.8 129 57 47 5240 5310 6810 6940 5460 190 166 24 57 41 129 56 39 5270 5630 6610 6980 5410 319 190 25 65 86 259 66 50 5340 6200 6810 6970 5370 224 157 26 69 25 280 139 46 4740 8490 6780 6940 5350 168 101 27 76 47 122 116 42 4820 2910 6760 6980 5300 147 189 28 71 38 84 62 53 5300 498 6760 6950 5270 244 169 29 71 20 90 47 --- 4360 309 6950 6650 5260 309 102 30 206 50 75 63 --- 1020 254 7030 6420 5260 271 166 31 49 --- 66 116 --- 1540 --- 7010 --- 5250 185 --- TOTAL 2137 1603.8 2546 3802 5323 69158 116225 338666 202720 129272 85511 MEAN 68.9 53.5 82.1 123 190 2231 3874 10920 6757 4170 2758 KAZ 206 185 280 1360 3420 5340 8490 25300 7120 6410 5600 MIN 22 1.8 28 20 19 21 254 186 2940 345 147 AC-IT 4240 3180 5050 7540 10560 137200 230500 671700 402100 256400 169600 CALI'P, 1989 I/TEYI~. 1990 TOTAL 435066.2 HEAN 1192 IC,*,X 7380 MIN 1.8 AC-IT 863000 TOTAL 961352.8 lg. AN 2634 NAX 25300 MIN 1.8 AC-IT 1907000 4389 146 204 81 8710 e Estimated ATTACHMENT 4 HEC-2 RESULTS FOR ELM FORK 2-, 5-, 10-, 25-, 50-, AND 100-YR AND SPF ; = ~ :. ********* :.-~ ~ ~ :.************************************ * ~MTER SURFACE PROFILES * * ~I~ ~ ~R 1976 * * ~AT~ ~ 1~ PLOTFILE ~RSl~ * * ~ DATE 5 ~ 92 TI~ 10:18:~ * * U.S. ARm' CORPS OF ENGINEERS * * THE HYDROLOGIC ENGINEERING CENTER * * 609 SEC:~O STREET, SUITE D * * DAVIS, CALIFORNZA 9S616 * * (916) ~,0-2105 CFTS) 4~8-2105 * X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X ~ XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX .) 5 AUG 9~ 10:18:05 PAGE 1 HEC2 RELEASE DATED NOV 76 UPDATED NARC 1982 ERROR C~R - 01,02,03,04,05 14CDIFICATIDfl - 50,51,52,53,5&,55 THiS RUN EXECUTED 5 AUG 9Z 10:18:05 C T1 U.S. AIU4Y CORPS OF ENGINEERS - FORT goNTN DISTRICT UPPER TRINITY RECOld STUOY ELH FORK ORIGINAL CDE FILE EF-CDC FUTURE CONDITIONS gITH CDC NDN FILE DZ.CDCF 891ZJ133 NO CHANGES J1 ICHECK INQ NINV IDIR STRT NETRIC HVINS Q gSEL FQ 1. 2. O. O. 0.000000 0.00 0.0 O. 433.870 0.000 32 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBg CHNIH ITNACE 1.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 J3 VARIABLE CODES FOR SUIMARY PRINTOUT 38.000 &3.000 1.000 50.000 26.000 &2.000 4.000 53.000 54.000 0.000 J5 LPRNT NUI~EC *ff'*****REOUESTCD ~CTION NUHSERS******** -10.000 -10.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NC 0.070 0.0i'0 0.~0 0.100 0.300 0.000 NH 5.000 0.050 4895.000 0.100 &953.000 0.000 NH T/'12.000 0.000 0.000 0.000 O.OOQ 0.000 QT 7.000 12600.000 2Z900.000 30100.000 38800.000 46600.000 Xl 87530.000 61.000 &953.000 5110.000 600.000 1035.000 X3 0.000 0.000 0.000 2000.000 0.000 7620.000 GR &32.000 2220.000 430o00D 2233.000 4~8.000 2265.000 OR 430.000 2303.000 432.000 a31(.000 432.000 ZSr,5.O00 GR 436.&00 2&18.000 &30.O00 24/~..000 436.200 2618.000 GR 460.000 4760.000 4/,0.000 4T/'O.O00 /38.400 4810.000 OR ~,0.000 4953.000 430.000 4~.O(X) 4~.{)0() 4971.000 GR &l&.O00 5085.000 /,16.000 5089.000 &18.000 5093.000 GR &Z&.O00 5105.000 &26.000 5110.000 &28.000 5158.000 GR ~?.200 5540.000 4~.300 5562.000 4~.300 6163.000 GR 4~2.800 7712.000 0.000 0.000 0.000 0.04)0 0.000 0.000 0.000 0.000 5110.000 0.100 5200.000 0.050 0.000 0.000 0.000 0.000 55000.000 100000.000 0.000 0.000 970.OQO 0.000 0.000 0.000 0.000 0.000 O.OOO 0.000 436.D00 2100.000 434.0(0) 2120.000 428.000 2278.000 4~.00() 2290.000 &lO.O00 5050.000 &lO.O00 5078.000 &20.O00 5096.000 4,22.000 5102.000 &30,O00 $200.000 432,000 5240.000 435.300 6785.000 /35.200 T070.O00 0.000 0.000 0.000 0.000 5 AU6 ~2 10;18:05 PAGE 2 NH 5.000 0.050 1365.000 0.050 3840.000 0.060 4030.000 0.050 4250.000 0.050 NH 6881 . 000 O. 000 O. 000 0.000 O. 000 0.000 O. 000 O. 000 O. 000 0.000 X 1 87800.000 40.000 3840.000 4030.000 250.000 200.000 270.000 0.000 O. 000 O. 000 X3 0.000 0.000- 0.000 0.000 0.000 6460.000 0.000 0.000 0.000 0.000 GR 449.500 1080.000 438.000 1090.000 438.000 1100.000 436.000 1130.000 434.000 1150.000 GR 432.000 1220.000 430.000 1250.000 42,8.000 1270.000 428.000 1~. 000 430.000 1305.000 GR 432.000 1325.000 434.000 1365.000 436.000 1525.000 460.000 1530.000 ~0.000 3800.000 GR 440.000 3805.000 440.000 3830.000 430.000 3040.000 410.000 3900.000 410.000 GR 416.000 3980.000 430.000 4030.000 434°000 4050.000 436.000 4100.000 438.000 4170.000 GR 440.000 4190.000 440.300 4250.000 460.000 4255.000 460.000 5675.000 437.000 5680.000 GR 437.000 6100.000 435.500 6101.000 436.000 6165.000 432.000 6200.000 432.000 6210.000 GR 436.000 6220.000 436.000 6340.000 437.000 6341 . 000 437.000 6880.000 450.000 6881.000 NC 0.080 0.080 0.070 0.600 0.800 0.000 Xl 87869.000 71.000 2295.000 4865.000 69.000 69.000 X3 0.000 0.000 0.000 1835.000 0.000 7470.000 GR 450.000 1500.000 450.000 1834.900 447.950 1835.000 GR 435.000 1927.000 434.080 19;,8.700 433.970 1951.200 6R &30.100 2043.000 42~.000 2067.000 428.300 20~.000 GR 42~.800 2074.000 430.400 2093.000 431.480 2108.700 GR 435.400 2169.400 ;,43.650 2190.000 448.150 2214.900 GR 450.000 2295.000 450.000 4524.900 448.150 4525.000 GR 417.000 ~624.000 416.990 4~28.500 416.980 ~)31.500 GR 410.000 ~T~3.000 410.000 ~90.000 410.000 472&.000 GR 425o~00 4751.000 423.950 4751.500 424.600 4758.000 GR 434.000 4802.500 443.650 4830.000 447.950 GR 444.400 6390.000 443.650 6755.000 435.000 6776.600 6R 434.230 6913.700 434.220 6Q15.000 434.220 6916.200 GR ~31.900 6960.000 431.900 6980.000 433.200 6982.000 GR 434.170 6996.200 435.000 7053.300 443.650 7075.000 GR 450.000 7500.000 0.000 0.000 0.000 0.000 0.000 69.000 0.000 443.638 430.700 427.~)0 431.650 45O.OO{) 443.650 416.900 415.400 428.400 450.000 434.680 434.000 434.000 442.500 0.000 0.000 0.000 0.000 1870.000 2028.700 2070.000 2111.200 2215.000 4550.000 4677.000 4733.000 47'71). 000 4865.000 6833.700 6956.000 698~.000 ?/,69.900 0.000 0.000 0.000 0.000 438.000 430.590 428.300 435.000 450.000 417.000 411.300 422.710 431.5OO 450.000 434.660 433.300 434.140 450.000 0.000 0.000 0.000 0.000 188~.100 2031.200 2071.000 2160.000 2204.900 4~).000 4~81.000 47~.500 4 785.000 6958.000 6993.700 7&70.000 0.000 BELT LINE ROAD Xl 87870.000 0.000 0.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 1835.000 0.000 7470.000 0.000 0.000 0.000 0.000 BT 63.000 1500.000 450.000 450.000 1834.900 450.000 450.000 1835.000 447.950 447.950 BT 1870.000 448.650 443.650 18~0.000 4~8.650 443.650 1948.700 449.320 4~.320 19/,8.700 BT 449.320 434.080 1951.200 449.340 433.970 1951.200 449.340 444.340 2028.700 450.000 BT 445.000 2028.700 450.000 430.700 2031.200 4500000 430.590 2031.200 450.000 445.000 BT 2070.000 449.670 444.670 2108.700 ~ 449.340 444.340 2108.700 449.340 431.480 2111.200 BT 449.320 431.650 2111.200 449.320 444.320 2190.000 448.650 443.650 2214.900 44,8.150 8T 448.150 2215.000 450.000 450.000 2294.900 450.000 450.000 2295.000 450.000 450.000 BT 2295.000 450.000 450.000 2205.000 450.000 450.000 4524.900 450.000 450.000 4525.000 BT 450.000 450.000 4525.000 448.150 448.150 4550.000 448.650 443.650 4628.500 449.400 BT 444.400 4628.500 449.400 416.990 4631.500 449.430 416.980 4631.500 449.430 444.430 BT 4690.000 450.000 445.000 4748.500 449.430 444.430 4748.$00 449.430 422.710 4751.000 BT 449.410 423.900 4751.500 449.400 423.950 4751.500 449.400 444.400 4830.000 448.650 BT 443.650 4864.900 447.950 447.950 4865.000 450.000 450.000 6389.900 450.000 450.000 8T 6390.000 444.400 444.400 6755.000 448.650 443.650 6833.700 449.310 444.310 68~.700 BT 449.310 434.680 6836.200 449.330 434.660 6836.200 449.330 444.330 6913.700 449.980 BT 444.~90 6913.700 449.990 434.230 6915.000 450.000 434.220 6916.200 449.980 434.220 BT 6916.200 449.990 444.960 6993 .'J'O0 449.330 444.330 6993.700 449.330 434.140 6996.200 BT 449.310 434.170 6996.200 449.310 444.310 7075.000 448.650 443.650 7075.000 448.650 5 AU(; 92 10:18:05 BT 443.650 7469.900 442.500 442.500 7470.000 450.000 450.000 7~00.000 450.000 450.000 X 1 87960. 000 O. 000 O. 000 O. 000 90. 000 90. 000 90. 000 O. 000 0. 000 O. 000 X2 O. 000 O. 000 0.000 0.000 O. 000 O. 000 1.000 O. 000 O. 000 O. 000 X3 O. 000 O. 000 O. 000 1835.000 O. 000 7470.000 0.000 O. 000 O. 000 O. 000 Xl 87961.000 0.000 0.000 0.000 1.000 1,000 1.000 0.000 0.000 0.000 X3 O. 000 O. 000 O. 000 1835.000 O. 000 7470.000 O. 000 O. 000 O. 000 O. 000 NC 0.000 0.000 0.000 0.300 0.500 0.000 0.000 0.000 X 1 88000.000 40.000 3740.000 4035.000 39.000 39.000 39.000 O. 000 X3 0.000 0.000 0.000 1000.000 0.000 6500.000 0.000 0.000 X4 3.000 440.000 1125.000 434.500 1126.000 440.000 1415.000 0.000 GR 449.500 1000.000 ~9.500 1075.000 435.800 1076.000 434.000 1200.000 GR 430.000 ' 1300.000 434.000 1370.000 436.000 1400.000 440.000 1470.000 GR 449.500 3725.000 442.000 3730.000 442.000 3740.000 440.000 3760.000 OR 430.000 3840.000 410.000 3900.000 410,000 3950.000 430.000 4000.000 GR 438.000 4035.000 438.000 4045.000 449.500 4050.000 450.000 5610.000 GR 440.000 6130.000 434.000 6140.000 434.000 6190.000 433.000 6200.000 GR 433.500 6310.000 440.000 6311.000 440.000 6630.000 450.000 6635.000 GR 437.500 8355.000 438.000 90(X). 000 439.000 9280.000 450.000 9285.000 STL~t~ RAILROAD X 1 88030.000 58.000 8580.000 8840.000 30.000 30.000 30.000 O. 000 X3 0.000 0.000 0.000 0.000 0.000 11480.000 0.000 0.000 BT 8.000 5900.000 ~9.500 446.500 6300.000 449.500 446.500 8580.000 BT 8840.000 449.500 446.500 10460.000 450.000 447.000 11480.000 450.000 BT 450.000 447.000 14100.000 450.000 447.000 0.000 0.000 0.000 GR 449.500 5900.000 446.500 5900.100 438.000 5930.000 436.000 5940.000 GR 434.000 5980.000 &32.000 6020.000 430.000 6090.000 430.000 6150.000 Gl{ 434.000 '6220.000 436.000 6250.000 438.000 6270.000 440.000 6280.000 GR 449.500 6300.000 449.500 8580.000 446.500 8580.000 430.000 8590.000 GR 410.000 8700.000 430.000 8760.000 434.000 8r70.o00 438.000 8800.000 GR 449.500 8~0.000 4SO.O00 10460.000 447.000 10~60.000 440.000 10~70.000 GR 439.900 108~0.000 436.000 10841.000 436.700 10950.000 435.000 11020.000 GR 434.000 11080.000 &36.000 11100.000 439.900 11101.000 440.000 11101.000 (;R 447.000 11480.000 450.000 11~80.000 ~50.000 13190.000 447.000 13190.000 GR &38.000 13310.000 438.000 134~0.000 440.000 13465.000 442.000 13490.000 GR 440.000 13670.000 439.500 13700.000 440.000 13730.000 440.000 13970.000 ~R 440.000 14070.000 447.000 14100.000 450.000 14100.000 0.000 0.000 20.000 0.000 11~B0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 430.000 449.500 4:38.000 434.000 440.000 433.000 450.000 450.000 0.000 0.000 449.500 447.000 0.000 436.000 432.000 446.500. 410.1)00 446.500 440.000 432.000 440.000 440.000 442.000 439.2OO 0.000 0.000 0.000 0.000 Xl MO.~ 0.~ 0.~ 0.~ ~.~ X2 0.~ 0.~ 0.~ 0.~ 0.~ ~ 0.~ 0.~ 0.~ 0.~ 0.~ 0.000 0.000 0.000 0.000 1250.000 1476.000 3800.000 4010.000 5615.000 6250.000 8350.000 10265.000 0.000 0.000 446.500 13190.000 0.000 5 970.000 6200.000 6300.000 8650.000 8840.000 11030.000 11445.000 13226.000 13610.000 14026.000 0.000 0.000 0.000 0.000 NC 0.150 0.120 O.OTO 0.000 0.000 0.000 O.OOO 0.000 0.000 0.000 Xl Mt50.000 ~8.000 3330.000 4190.000 100.000 100.000 100.000 0.000 0.000 0.000 )(:3 0.000 0.000 0.000 1100.000 0.000 6895.000 0.000 0.000 0.000 0.000 (~ 445.0Q0 1000.000 438.000 10~0.000 438.000 1100.000 436.000 1130.000 434.000 1150.000 GR 432.000 1220.000 430.000 1250.000 428.000 1270.000 428.000 la90.000 430.000 1305.000 ~ 432.000 1325.000 434.000 1365.000 436.000 1450.000 436.600 1690.000 449.500 1695.000 GR 449.500 3655.000 440.000 3660.000 440.000 3830.000 430.000 3840.000 410.000 3900.000 ;Il 410.000 3928.000 416.000 39e0.000 430.000 4030.000 434.000 4050.000 436.000 4100.000 ;It 438.000 4170.000 440.000 4190.000 440.300 4~50.000 440.200 4315.000 449.600 4320.000 5 AUG 9~ 10:18:05 GR 449.900 5515.0OO 440.0OO 5520.000 GR 432.OO0 6200.0OO 43~.OO0 6210.0OO GR 440.OO0 6890.0OO 450.000 6895.OO0 6R 440.000 9500.000 450.000 9505.000 #C 0.080 0.060 0.075 O.OOO Xl 89050.000 ~.000 &970.OO0 5265.000 GR 450.000 1000.000 440.000 1005.000 GR 436. 000 2270. 000 438.OO0 2495. 000 GR 438.000 3400.000 440.000 3670.000 GR &34.0OO 3830.OO0 432.OO0 3870.OO0 GR &38.OOO 4505.000 438.300 4700.000 GR 432.000 4995.000 430.000 5050.000 GR &IO.OOO 5100.000 410.OO0 5180.0OO GR 430.000 '5250.000 438.000 5265.OO0 GR 438.1OO 5780.0OO 438.OO0 6155.000 GR 445.OO0 7130.000 O.OOO O.OOO NC 0.080 0.060 0.075 0.100 Xl 9OOO0.O00 39.0OO 9412.0OO 9733.000 )C3 0.000 0.000 0.000 3800.OO0 GR &50.O00 IO00.OOO ~2.OOO 1010.OO0 GR 440.000 2670.0OO 434.000 3300.000 GR 438,.0OO 5835. OOO 470.OO0 6350.OO0 GR &70.OOO 8OOO.OOO 440.200 8630.000 GR 435.000 9442.000 434.&OO 9452.000 GR 409.6OO 9591.0OO 409.6OO 9645.000 GR 430.4OO 9715.000 &30.4OO 9715.000 GR 440.000 9840. OOO &38.OOO loo04. OOO Xl 90880.000 42.000 ~f25.000 7~;0.000 X3 O.OOO O.OOO O.OOO 1700.OO0 GR &38.OOO IO00.OOO 438.0OO 1920.OO0 GR 440.500 3500.000 436.500 3892.OO0 GR 4777.000 4860.OO0 &70.000 5450.000 GR 437.500 6835.000 439.500 7315.000 GR 438.000 7635.000 437.000 7725.000 Git 416.500 7866.000 414.500 ?867.000 GR 431.800 79777.000 441.300 ?990.000 GR 441.800 8100.000 440.000 8245.000 GR 438.000 8600.000 445.000 8620.000 Xl 92090.000 &3.OOO 9000.000 9320.000 )(3 O.OOO 0.000 O.OOO 17OO.OOO 6R 452.800 looO.OOO 452.400 1100.OO0 GR 441 .SOO 1800.000 442.500 2100.000 ~ 440.200 4110.OO0 439.900 4210.000 ~ 440.200 5500.000 470.OO0 5600.000 6R 427.000 9135.000 41;.700 9175.000 440.000 6000.OO0 436.000 6220.0OO 450.OO0 8295.000 450.0OO 10800.000 435.000 6001 .OOO 436.000 6400.000 438.000 8300.000 0.000 O.OOO 0.000 0.000 980.000 550.OO0 440.000 1400.000 438.200 2750.OO0 440.000 3765.OO0 432.000 3935.000 438.000 /~60.000 428.000 50777.000 420.000 5185 .(MO 438.800 5325.000 437.000 6500.000 0.000 0.000 0.000 O.OOO 900.000 0.000 432.000 1900.000 438.000 3005.000 438.000 3772.OO0 4:3/,. 000 3985.000 436. OOO 4885. OOO 426.000 5080.000 424.000 5195.000 450.000 5330.000 438. OOO 6805.000 0.000 O.OOO 0.300 0.000 0.000 0.000 7770. OOO 930.000 950.000 0.000 0.000 O.OOO 0.000 0.000 440.800 1285.OO0 440.7770 1810.0OO 434.000 3575.000 440.000 4360.OO0 470. OOO 6780.OO0 4777. OOO 6950.0OO 448.0OO 9147.000 439.000 93~2.0OO 431.400 9522,000 431 .OOO 955?.000 415.900 9647.OO0 427.400 9670.OO0 440.500 9733.000 ~O.OOO 9?60.000 438.OO0 10690.OO0 445.OO0 10765.OO0 500.OOO 780.000 O.OOO 0.000 440.OO0 2230.000 470.000 4O8O.OO0 457.000 5530.000 440.000 7510.OO0 435.000 7760.000 414.500 ?939.000 429.400 828~.OO0 0.000 O.OOO PA~ 4 436.OO0 6165.OO0 440.000 6401.000 438.000 8~75.000 0.000 O.OOO 0.000 0.000 0.000 0.000 434.000 2260.000 437.800 3200.000 &36.000 3700.OO0 436.000 4125.OO0 434.000 4970.OO0 420.000 5095.000 426.000 5230.000 450.000 5775.000 438.000 7025.OO0 0.000 0.000 0.000 0.000 0.000 O.OOO O.OOO O.OOO 440.000 2120.OO0 ~06.700 5330.000 470.000 7480.000 438.000 9412.OO0 415.900 9589.OO0 4~.200 9689.000 441.2{){) 9810.000 O.OOO O.OOO 880.000 0.000 0.000 0.000 O.OOO 0.000 0.000 0.000 4~0.000 2640.000 436.900 ~870.0OO 470.000 4440.OO0 470.OO0 4510.OO0 444.000 5860.000 437.000 6165.OO0 440.000 7585.000 439.000 76OO.OOO 416.500 7940.000 /~30.~0 7959.000 ~40. 700 8050.000 441.800 8099.000 &29.400 8512.000 438.000 8550.000 0.000 0.000 0.000 O.OOO 964.OO0 1234.OO0 1210.OO0 O.OOO O.OOO 444.300 1300.OO0 43T.6OO 2500.OO0 435,1OO 471X).000 410.600 9190.000 O.OOO O.OOO O.OOO 444.200 1400.OO0 438.900 3475.OO0 438.900 51OO.000 470.000 6080.000 428.000 9235.OO0 0.000 O.OOO 0.000 O.OOO 0.000 O.OOO 442.400 16OO.000 439.800 41OO.OOO 440.500 5300.OO0 470.000 6930.000 0o000 OoooO 5 AUG g2 10:18:05 PAGE 5 Xl 92300.000 40.000 7703.000 7969.000 X4 1.000 438.000 1000.000 0.000 GR 438.000 300.000 438.000 1580.000 GR 442.300 3820.000 470.000 4200.000 GR 437.8{){) 0070.0(0) 4~.200 ~.000 GR 43?.300 7703.000 433.800 7718.000 GR 417.800 7820.000 415.100 7821.000 GR 423.300 7875.000 430.100 7890.000 GR 439.000 7~)9.000 ~0.700 8000.000 GR 429.900 8250.000 429.900 8480.000 210.000 210.000 0.000 0.000 438.600 2280.000 470.000 4800.000 438.000 7550.000 431.800 7757.000 415.100 7862.000 431 . 100 7928.000 440.000 8158.000 440.0OO 8520.000 210.000 0.000 0.000 0.000 441.100 :)710.000 470.000 5080.000 439.700 7618.000 427.600 7780.000 417.100 7863.000 434.~0 7938.000 440.000 8159.000 ~0.000 8550.000 NC 0.07O Xl 936~0.0~ GR 44.5.000 ' 1000.000 445.000 1080,000 GR 440.000 ?300.000 439.500 GR 443.000 3720.000 446.500 3810.000 GR ~2.500 5760.000 ~5.000 5970.000 GR 444.000 7100.000 443.000 T320.000 GR 436.500 7670.000 ~41.500 7690.000 GR 418.000 87.30.000 420.000 8260.000 GR 439.000 8450.000 443.500 8590.000 6R 445.000 10220.000 0.000 0.000 0.060 0.000 0.000 0.000 0.000 0.000 41.000 8200.000 8380.000 2570.000 1420.000 1320.000 446.000 1180.000 440.500 2900.000 ~9.500 4200.000 ~. 000 6280.000 439.500 7580.000 ~0.500 7830.000 414.500 8280.000 4~.500 96~0.000 0.000 0.000 0.000 0.000 446.000 1240.000 430.000 3010.000 470.000 4300.000 442.OOO 6470.000 437.500 7610.000 ~41.000 ?~40.000 437.500 6380.000 443.500 10000.000 0.000 0.000 NC 0.070 0.100 0.060 0.000 Xl 93670.000 &2.000 8200.000 8~70.000 GR ~5.000 1000.000 ~45.000 1080.000 GR ~0.000 Z300.O00 439.500 2700.000 GR ~,3.000 3720.000 ~6.500 3810.000 GR 442°500 5700.000 445.000 5970.0Q0 GR 444.000 7100.000 443,000 73:)0,000 GR &36.500 7670.000 441.500 7690.000 GR 437.500 8225.000 437.500 8274.000 GR 437.500 84~0.000 439.000 847'0.000 GR 44:).000 101&0.000 445.000 102~0.000 0.000 0.000 0.000 0.000 50.000 50.000 50.000 0.000 /~,6.000 1180.000 ~46.000 1240.000 440.500 ~.000 439. 000 3010. 000 ~9.500 4~00.000 470.000 4300.000 444.000 6280.000 442.000 6470.000 439.500 7580.000 437.500 7&10.000 440.500 7830.000 441.000 7~40.000 434.000 827~.000 434.300 8390.000 443.500 86~0.000 444.500 9620.000 0.000 0.000 0.000 0.000 NC 0.000 0.000 0.000 0.300 0.500 SANOY LAICE ROAD Xl 937'30.000 &O.O00 8490.000 8800. 000 60.000 BT 2.000 8490.000 443.500 439.600 8800.000 C,R 450.000 1000.000 ~7.000 1420.000 GR 441.500 :362C).000 ~42.000 3820.000 GR 447.000 54Z0.000 443.500 5820.000 6R 431.000 8050.000 436.500 6R 4~0.000 8670.000 414.500 8700.000 ~ 446.500 9110.000 445.500 9310.000 0.000 0.000 0.000 0.000 438.0OO 3080.000 470.000 5600.000 440.700 7656.000 427.2OO 7804.000 421.600 7870.000 435.100 7951.000 440.000 8210.000 /~5.000 8600.000 0.000 0.000 0.000 0.000 441.000 1530.000 438.500 3300.000 470.000 5750.000 431.000 7630.000 439.500 8200.000 439.OOO 84OO.OOO 44:).000 10140.000 0.000 0.000 0.000 0.000 0.000 4&1.000 1530.000 438.500 3300.000 470.000 5750.000 431.000 7630.000 439,000 8200.000 437.200 8391.000 4~3.500 10000.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 60.000 0.000 ~,.600 0.000 ~3.000 2020.000 451.000 4820.000 4~5.000 6380.000 ~39.500 8010.000 4~,.000 8120.000 436.000 8640.000 ~5.500 10320.000 00.000 ~,8.500 /~7.000 1020.000 450.OOO ~20.000 ~3.500 61Z0.000 ~1.000 7920.000 441.500 8110.000 439.600 8~90.000 446.000 9610.000 0.000 0.000 0.000 0.000 /~2.000 2480.000 ~7.000 5220.000 442.000 6890.000 437.500 8030.000 443.500 8170.000 418.000 8650.000 445.000 10420.000 5 NJG 92 10:18:05 PAGE 6 Xl ~760.000 0.000 0.000 0.000 X2 0.000 0.000 0.000 0.000 30.000 30.000 30.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 #C 0.070 0.0?0 0.060 0.000 Xl 93810.000 49.000 8200. 000 8450. 000 GR 445.000 1000.000 445.000 1080.000 OR 440.000 2300. 000 439.500 2700.000 GR 443.000 3720.000 ~6.500 3810.000 GR 445.500 4910. 000 445.800 5000. 000 GR 442.500 5760.000 445.000 5970.000 GR 4/~. 000 7100.000 443.900 7320.090 GR 436.500 7670.000 441.500 7690.000 GR 418.000 8230.000 4~0.000 8260.000 GR 439.000 ' 8450.000 445.500 8590.000 SR 443.000 10540.000 444.000 10650.000 0.000 0.000 50.000 50.000 ~6.000 1180.000 440.500 2900.000 449.500 4200.000 446.000 50~0.000 444.000 6280.000 439.500 758o.000 440.500 7830.000 414.500 8280.000 4~.500 9620.00O 44~.000 10800.000 0.000 0.000 50.000 0.000 ~6.000 1240.000 439.000 3010.000 4~9.500 4520.000 4~.000 5240.000 ~2.000 6470.000 437.500 7610.000 441.000 7940.000 437.500 8380.000 443.500 10000.000 445.000 10930.000 NC 0.070 Xl 97570.000 )(3 0.000 0.000 0.000 0.000 OR 450.000 600.000 446.000 820.000 Git 442.000 187'Q.000 440.000 2180.000 OR ~.000 4220.000 440.000 4360.000 OR 440.000 5~70.090 433.000 5490.000 OR 440. 090 6750. 000 438.090 6830.000 OR 433.200 7440.000 440.000 7470.000 OR 440.000 8160.000 440.9000 8175.900 GR 442.000 8350.000 442.000 9230.000 OR 428.000 9670.000 428.000 9685.090 ·OR 446.000 10005.000 446.300 10275.000 OR 450.000 12170.000 0.000 0.090 0.090 0.060 0.100 0.300 0.000 0.000 56.900 5490.000 5680.900 2100.000 1700.000 3760.000 0.000 10700.000 ~.000 MO.O00 440.900 3800.000 440.900 5200.000 4Z].O00 55~.000 440.000 5~20.000 438.000 7200.000 433.200 8200.000 ~.000 9520.000 434.000 9700.000 446.000 10560.000 0.000 0.000 0.000 0.000 470.000 0.000 4~.000 1150.000 ~,2.000 3820.000 442.000 5330.900 4~.000 5575.000 442.900 6000.900 440.000 ?350.000 433.200 8765.000 440.000 9630.000 440.000 9710.000 446.000 11000.000 0.000 0.000 Xl 98450.000 49.000 14035.000 14215.000 X3 0.900 0.900 0.000 0.000 X4 1.000 441.590 9?90.90O 0.000 OR 451.000 9600. 090 444.000 9630.900 OR 4~,2. 000 118~0.000 440.500 OR 443.000 13700.000 ~,. 500 13880.000 OR 4:~6.000 1&180.000 443.000 14215.000 OR 443.&00 15500.000 44~.190 15600.000 (aR 446.500 19100.000 447.500 19185.000 OR 446.900 19325.000 447.500 19800.000 GR 448.090 21100.000 ~5.000 2120Q.000 800.000 700.000 0.000 19600.000 0.000 0.900 4/,1.500 11190.000 441.200 12925.000 442.900 14290.900 4~.500 15685.000 4~0.200 17115.000 ~,3.6(X) 18800.000 447.300 19235.000 880.000 0.000 470.0OO 0.000 0.000 0.000 439.700 11200.900 442.500 13080.900 445.700 14035.000 ~.500 14390.000 443.090 166~0.000 439.800 17500.000 4~3.500 18900.900 428.3OO 19265.OOO 459.200 Zl&20.O00 Xl 99280.000 &9.000 4035.000 4215.000 X3 0.000 0.900 0.000 0.000 X4 1.000 441.500 690.900 0.000 OR /.51.000 500.900 44~.000 1030.900 OR 442.000 18&0.000 440.500 ~500.000 OR 443.090 37'00.000 4~.500 Git &~8.000 &180.000 ~3.000 4215.000 750.000 750.000 830.000 0.900 0.000 9600.000 470.000 0.000 0.900 0.900 0.900 0.000 441.500 1190.900 439.700 1200.090 441.290 2925.000 442.500 3080.900 4~.900 4000.000 445.700 4035.000 442.900 4290.000 444.500 ~90.900 0.000 0.000 0.000 0.000 441.000 1530.000 438.500 3300.000 446.500 4710.000 442.500 5470.090 44~.000 6660.000 431.000 7630.900 439.500 8?.00.000 439.000 8400.000 442.000 10140.000 0.000 0.090 0.000 0.000 0.000 0.000 0.000 0.000 442.000 1420.000 444.000 4030.000 442.000 5460.000 433.000 5610.900 433.~0 7360.000 442.000 8150.090 440.900 8270.000 43~.000 9655.090 4z~.O00 9760.0OO 446.000 12100.000 0o000 0°900 0.000 0.900 0.900 0.000 0.000 0.900 439.700 11830.000 443.000 13180.000 4?.6.900 14090.000 442.90O 1S~15.000 442.500 1671)0.000 44O.0O0 176OO.OOO 446.5OO 19000.000 /,28.500 1930S.000 4,46.500 21000.900 0.000 0.900 0.000 0.900 0.000 0.000 0.000 0.900 439.700 1830.000 443.900 3180.090 428.900 44)90.900 ~2.900 5~15.000 5 AUG 92 10:18:05 GR 443.400 5500.000 442.100 5600.000 GR 442.500 6800.000 441.400 7000.000 GR 441.600 7800.000 442.000 8200.000 OR 446. 500 9300. 000 447.500 9335. 000 OR 446. 000 947S. 000 447.500 9800.000 OR 448.000 11100.000 455.000 11200.000 442.500 5685.000 440.200 7115.000 443.600 8800.000 447.300 9385.000 447.000 10400.000 457.500 11300.000 443.000 6640.000 439.8OO 7500.000 443.500 8900.000 428.300 9&15.000 446.900 10900.000 459.200 11420.000 Xl 100040.000 49.000 4035.000 4215.000 X3 0.000 0.000 0.000 0.000 GR 451.000 1000.000 444.000 1030.000 GR 442.000 1840.000 /,40.500 2500.000 GR 443°000 3700.000 444.500 3880.000 GR 430.000 4180.000 443.000 4215.000 GR 443.400 5500.000 442.100 5600.000 GR 442.500 ' 6800.000 441.400 7000.000 GR 441.600 7800.000 442.000 8:*00.000 OR 446.500 9350.000 447.500 9600.000 GR 446.000 9740.000 447.500 9800.000 GR 448.000 11100.000 455.000 11200.000 760.000 760.000 0.000 9900.00O 441.500 1190.000 441.200 2925.000 444.900 4000.000 442.900 4290.000 444.500 5685.000 440.200 7115.000 443.6O0 8800.000 447.300 9650.000 447.000 10400.000 457.500 11300.000 760.000 0.000 470.000 0.000 439.700 1200.000 442.500 3080.000 445.700 4035.000 444.500 4390.000 443.000 6640.000 439.800 7500.000 443.500 8900.000 428.300 9680.000 446.9OO 1O9O0.0OO &59.200 114:.0.000 QT 7.000 17200.000 :*8300.000 36200.000 45100.000 52600.000 61100.000 111400.000 Xl 103060.000 96.000 3333.000 35:33.000 1850.000 1775.000 3020.000 0.000 OR 455.500 1000.000 451.700 10:.3.000 OR 4~.800 1630.000 4~.900 1638.000 OR 446.600 2479.000 447.500 2599.000 OR 445.200 29&6.000 ~8.300 3061.000 OR 449.600 3333.000 438.71)0 3385.000 OR 439.900 3498. 000 447.500 3533. 000 OR 448.400 3656.000 448.500 3703.000 OR 444.300 4700.000 445.300 4782.000 OR ~.700 5302.000 443.900 5334.000 OR 443.800 5549.000 442.300 5380.000 OR 443.800 59~9.000 444.000 6047.000 OR 443.300 6727.000 443.500 6825.000 OR 444.~00 7408.000 /~.800 787.3. 000 OR 444.600 8089.000 445.400 8175.000 OR 447.400 8770.000 447.400 8819.000 OR 447.800 8964.000 447.800 9089.000 OR 447.800 9315.000 439.800 9326.000 OR 447.500 10034.000 448.000 10132.000 OR 457.100 10540.000 0.000 0.000 ~8.71X) 1146.000 446.000 16~6.000 447.900 2675.000 448.300 3075.000 /34.900 3438.00O 448.200 3574.000 447.600 3851.000 442.700 536~.000 442.300 5570.000 443.800 6208.000 445.200 7~?.000 446.500 8381.000 &37.900 8848.000 445.OO0 ~182.000 &33.200 9367.OO0 447.400 9548.000 44~.400 1O229.O00 0.000 0.000 447.7O0 1154.000 445.700 2153.000 448.000 2746.000 449.00O 3213.000 431.400 3449.00O 446.500 3584.000 446.600 4531.000 445.500 4880.000 442.600 5405.000 443.800 5580.000 443.7OO 6241.000 &44.200 7019.000 446.500 85:.7.000 &38.1 O0 8887.00O &39.700 9398.000 447.3OO 9655.00O &53.600 10326.000 0.000 0.000 aT 7.000 lZ000.000 20050.000 :.5700.000 31600.000 37000.000 43000.000 Xl 106080.000 52.000 2630.000 2850.000 1850.000 1775.000 30~0.000 0.000 X3 0.000 0.000 0.000 0.000 OR 460.000 1000.000 453.500 1160.000 OR 447.500 ~90.000 447.500 OR 432.S00 2740.000 430.000 2760.000 OR 450.000 2900.000 453.000 ~'0.000 OR 449.000 4150.000 445.500 4570.000 OR 445.000 4680.000 444.000 4810.000 Git 446.000 3450.000 447.000 6070.000 OR 445.000 7210.000 446.500 7360.000 0.000 8300,000 450,000 1440.000 453.5OO :*~0.000 4~.000 2~00.000 &51.000 3160.000 4~.000 4~0.000 446.500 6610.000 446.500 77~0.000 0.000 0.000 &51.000 18fl).000 453.500 2630.000 452.000 2850.000 450.000 3820.000 441.500 4630.000 441.000 4830.000 448.500 8250.000 PAGE 7 442.500 6700.000 440.000 7600.000 446.500 9200.000 428.500 9~55.000 447.000 11000.000 0.000 0.000 0.000 0.000 0.000 0.000 439.700 1830.000 443.000 3180.000 430.900 4090.000 442.900 5415.000 442.500 6700.000 440.000 7600.000 446.500 9200.000 428.500 9720.000 447.000 11000.000 0.000 0.000 0.000 0.000 0.000 0.000 446.600 1729.000 445.800 2245.000 445.:.00 2846.000 449.200 3306.000 430.000 3470.000 446.400 4962.000 444.4OO 5416.000 444.000 5891.000 443.2OO 6353.OOO 444.:*00 7402.000 444.300 8019.000 447.100 9:*85.000 440.900 9439.000 455.500 104~3.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 453.000 2220.000 439.500 2730.000 453.500 2890.000 445.OOO 3950.00O 441.500 4670.000 447.000 71&0.000 5 AUG 92 10:18:05 GR 446.000 8380.000 447.500 8440.000 GR 433.0O8 8550.000 435.500 8500.000 GR 446.500 9050.000 455.000 9660.000 449.000 8470.000 &33.000 8480.000 443.500 8610.000 449.000 8640.000 O. 000 0.000 O. 000 O. 000 NC 0.07O Xl 110580.000 X3 0.000 0.000 0.000 4600.000 GR 449.000 3800.000 ~9.500 3850.000 GR 451.500 5170.000 448.000 5300.000 GR ~7.500 7220.000 441.500 7260. 000 GR 446.000 7750.000 447.500 8100.000 GR 441.000 9110.000 443°000 9150.000 GR 445.000 9300.000 448.000 9340.000 GR 444.500 10480°000 444.500 10630.000 GR 448.500 11170.000 448.000 11480.000 0.070 0.060 0.000 0.000 0.000 0.000 40.000 9030.000 9340.000 1700.000 4300.000 4500.000 0.000 0.000 448.500 4230.000 448.000 5940.000 447.000 7330.000 ~6.500 8680.000 429.000 9180.000 448.500 9550.000 447. 500 10650.000 442.000 11500.000 0.000 0.000 0.000 0.000 450.500 4520.000 449.000 6300.000 ~8.500 7560.000 449.500 9030.000 424.000 9220.000 447.000 ~00.000 447.500 lo800.000 441.500 11900.000 NC 0.075 0.075 0.060 0.300 0.500 Xl 110720.000 45.000 7237.000 7635.000 140.000 BT 2.000 7237.000 458.000 455.500 7635.000 GR 4/,9.300 2318.000 449.800 2796.000 GR 447.500 3600.000 442.900 3643.000 GR 4~7.700 5114.000 446.600 5361.000 GR 449.800 6157.000 ~9.900 6~:).000 GR 446.600 7311.000 442.300 7337. 000 mt 433.200 7474.000 439.~00 7487.000 GR 457.700 7635.000 651.700 8075. 000 GR 445.600 9804.000 443.100 9827.000 GR 433.700 9945.000 /,41.700 9955.000 0.000 140.000 457.700 447.000 3171.000 449.500 4000.000 446.300 5552.000 458.000 7Z37.000 443.8OO 7535.000 450.900 8531.000 442.2O0 10OOO.OOO 0.000 0.000 140.000 0.000 455.200 0.000 442.400 3562.000 450.:;00 /,304.000 444.500 5624.000 455.500 7237.000 435.000 7385.000 446.700 7587.000 437.800 9915.000 444.900 10067.000 Xl 110750.000 0.000 0.000 0.000 30.000 X:; 0.000 0.000 0.000 0.000 0.000 PAGE 8 IH 35E Xl 110790.000 67.000 9050.000 9448.000 40.000 BT :;.000 9050.000 458.500 455.600 9448.000 mt 457.000 4000.000 457.000 5130.000 GR 446.700 5225.000 447.600 6,q 454. 400 5305. 000 457. 000 53~5. 000 GR 445.400 7250.000 445.:)00 7300.000 GR 44:).200 74:):;.000 441.600 74:;7.000 6R 454.500 7516.000 458.000 7536.000 mt 447.800 9069.000 446.600 9100.000 mt 435.000 9198.000 4:)6.400 9250.000 GR 454.000 10375.000 447.100 10395.000 aR 457.000 11450.000 448.000 114m.000 mt 437.200 11585.000 438.700 11598.000 mt 448.ooo 1175o.oo0 457.ooo 1177o.ooo 420.000 8520.000 ~8.500 8800.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 449.500 4710.000 446.500 7O00.000 446.500 7570.000 447.000 90~0.000 437.500 9250.000 446.58O 10470.000 445.500 10870.000 449.000 11930.000 0.000 0.000 0.000 0.000 0.000 0.000 445.500 3591.000 449.000 4785.000 445.900 5700.000 447.~00 7256.000 47.6.400 7437.000 ~8.900 7635.000 450.800 9217.000 437.200 993:;. 000 450.000 10080.00O 30.000 30.000 0.000 0.000 0.000 0.0O8 1.000 0.000 0.000 0.000 40.000 458.500 454.400 5158.000 447.600 5264.000 458.000 7180.000 445.000 7350.000 442.000 7413.000 458.000 8600.000 445.400 9124.000 4TS.~O0 9:)8?.OOO 458.50O 9448,000 446.100 104~.000 443.100 11500.00O 441.700 11608.000 0.000 O.OOO 40.000 0.000 455.400 · 0.000 4~8.300 5163.000 446.4OO 5278.000 454.7OO 7200.000 444.400 7400.000 ~.500 7450.000 458.5OO 9O5O.OOO 44:;.300 9150.000 439.:;00 9300.000 457.000 9900.000 445.6OO 10475.000 454.5OO 10619.000 44:;.~00 11653.000 0.000 0.000 0.000 0.000 0.000 0.000 446.9OO 5200.000 446.70O 57.85.000 445.8~0 7"~.5.000 444.800 7410.000 ~6.000 7495.000 455.400 9050.000 440.900 9188.000 443.800 9350.000 458.000 10345.000 444.900 10500.000 &58.000 10639.0OO 437.800 11568.000 4~.9(X) 11720.000 0.000 0.000 5 AUG92 10:18:05 PAGE 9 Xl 110910.000 0.000 0.000 0.000 120.000 120.000 120.000 0.000 0.000 0.000 X2 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 Xl 110930.000 39.000 7204.000 7430.000 20.000 20.000 20.000 0.000 0.000 0.000 BT 2.000 7~04.000 456.500 454.000 7430.000 458.200 455.700 0.000 0.000 0.000 GR 449.600 2451.000 451.000 2850.000 451.400 3149.000 448.400 3392.000 447.900 3608.000 GR 449.800 4001.000 450.500 4400.000 449.900 4702.000 449.500 4949.000 448.000 5541.000 GR 446.700 5631.000 447.800 5705.000 449.200 6095.000 449.500 6~48.000 456.500 7204.000 GR 445.400 7204.000 442.300 7~30.000 440.900 7~68.000 435.000 7278.000 426.400 7330.000 GR 433.200 7367.000 439.200 7380.000 443.800 7430.000 458.200 7430.000 458.100 7605.000 GR 457.400 7614.000 450.600 8138o000 449.400 8695.000 448.700 8750.000 449.500 8811.000 GR 449.000 8827.000 450.500 9214.000 446.200 9730.000 444.900 9789.000 442.500 9922.000 GR 442.300 10061.000 449.400 10459.000 451.000 10807.000 452.100 11204.000 0,000 0.000 Xl 110980.000 40.000 9030. 000 93&0.000 GR 449.000 3250.000 449.500 3850.000 GR 451.500 5170.000 ~B. 000 5300.000 GR 447.500 7220. 000 441.500 7260. 000 GR /~6.000 7750.000 447.500 8100.000 GR 441.000 9110.000 443.000 9150.000 GR 445.000 9300.000 448.000 9340.000 GR 44~.500 10480.000 444.500 10630.000 GR 448.500 1117'0.000 448.000 11480.000 50.000 448.500 448.000 447.000 446.500 429.000 448.500 447.500 442.000 50.000 4~30.000 594O.OOO 7330.000 8680.000 9180.000 9550.000 10650.000 11500.000 50.000 450.500 449.000 448.5OO 449.500 4:~4.000 447.000 447.500 441.500 0.000 4520.000 6300.000 9030.000 9800.000 I0800.000 11900.000 NC 0.080 0.085 0.060 0.100 0.300 0.000' 0.000 0.000 Xl 113000.000 45.000 8530.000 8700.000 1250.000 1800.000 2020.000 0.000 GR 451.000 4400.000 451.000 4410.000 ;,46.000 4480.000 452.000 4560.000 GR 451.000 5000.000 451.000 5220.000 449.000 5410.000 444.000 5470.000 GR 450.000 5720.000 448.000 6000.000 449.000 6260.000 449.000 6400.1300 GR 449.000 6760.000 445.000 7340.000 446.500 7630.000 445.500 7890.000 GR 439.000 7960.000 447.000 7'990.000 447.500 8020.000 446.000 8200.000 GR 446.000 8350.000 445.000 8400.000 446.000 8530.000 428.500 8570.000 GR 421.000 8670.000 ~,9.000 8700.000 449.500 8850.000 447.500 9020.000 GR 4,48.000 9760.000 448.500 9800.000 444.500 9810.000 4~.500 9860.000 GR 448.500 11000.000 ~t~. 500 11030.000 445.000 11060.000 ~8.500 11080.000 90.000 452.400 446.500 446.000 451.000 455.500 421.500 452.500 452.500 452.500 MKT RAILROAD Xl 113090.000 39.000 8380.000 8700.000 90.000 90.000 BT 2.000 8380.000 455.500 452.800 8700.000 456.000 GR 451.500 4400.000 452.000 4430.000 452.500 4450.000 ~ 452.500 4510.000 452.000 5020.000 452.000 .5430.000 GR 446.500 5480.000 452.000 5490.000 452.000 6930.000 O~ 438.500 ?890.000 439.000 7~60.000 453.000 ?,Pgo.o00 GR 444.500 9960.000 452.500 96fl).000 451.500 10620.000 OR 444.500 11030.000 444.000 l'lOdO.O00 452.500 110T0.000 0.000 449.500 446.500 446.500 447.000 437.500 446.500 445.500 449.000 0.000 0.000 450.000 447.000 447.5OO 438.500 450.000 421.500 448.500 450.500 0.000 0.000 446.000 444.000 452.5OO 452.800 421.000 444.500 452.500 0.000 0.000 4710.000 fl)O0.O00 7570.000 9080.000 9238.000 104fl).000 11930.000 5AUG92 10:18:05 PAGE 10 Xl 113110.000 0.000 X2 0.000 0.00O 20.000 0.000 20.000 0.000 20.000 1.000 0.000 0.000 #C 0.070 0.065 0.060 0.080 0.000 0.000 0.000 0.000 Xl 113180.000 45.000 8530.080 8700.000 7'0.000 70.000 70.000 0.000 X3 O. 000 O. 000 0.000 O. 000 0.000 11080.000 0.000 O. 000 X4 1.000 450.000 4400.000 O. 000 O. 000 0.000 O. 000 O. 000 GR 450.000 2800.000 451.000 4410.000 446.000 4480.000 452.000 4560.000 GR 451.500 5000.000 451.500 5220.000 449.080 5410.000 4~,. 000 5470.000 6R 450.000 5720.000 448.000 6000.000 449.000 6260.000 449.000 6400.000 GR ~9.000 6760.000 445.000 75&0.000 446.500 7630.000 445..500 7890.000 ~ 439.000 7,}d4). 000 447.000 79~;0.000 447. 500 ~20. 000 446. 000 8280. 000 GR ~6.000 8350.000 445.000 8400.000 446.000 8530.080 428..500 8570.000 GR 421.000 ' 8670.000 449.000 8700.000 449.500 8850.000 447.500 9020.000 GR ~8.000 9760.000 448.500 9800.000 444.500 9810.000 444.500 9860.000 GR /*4,8.500 11000.000 ~.500 11030.000 445.000 11060.000 448.500 11080.000 NC 0.085 0.085 0.060 0.000 0.000 0.000 0.000 0.000 QT 7.000 8500.080 13900.000 17300.000 21100.000 24200.000 27400.000 62000.000 X1 118580.000 27.000 4660.000 5000.000 4430.000 1500.000 5400.000 0.000 X3 0.000 0.080 0.000 2800.000 0.000 0.000 0.000 0.000 GR 455.400 2020.080 450.500 2040.000 449.000 2050.000 /*4,49.600 2400.000 GE /,48.7'00 3000.080 447'.700 3650.000 /*4,9.400 4250.080 /*4,9.400 4500.000 GR 450 · 1 O0 4660.000 43&. 500 /1690.008 426..500 4730.000 43&. 000 47'90.000 GE 446.600 4900.000 /*4,5.700 4975.000 448.500 5000.000 448.500 5600.000 GR 444.900 6050.000 /*4,9.700 64,50.000 450.300 6950.008 /*4,9.400 7050.000 G.q &50.300 7850.000 450.700 8500.000 0.080 0.000 0.000 0.000 0.000 0.000 0.000 0.000 450.000 /*4,7.000 /,4,7.500 438.500 450.000 421.500 /*4,8.500 448.000 450.5OO 0.000 0.080 0.000 0.000 448.200 449.000 439.300 448.200 /*4,9.200 0.000 0.000 0.000 0.000 0.000 0.000 0.000 46{}{). 000 5~80.000 6650.000 7'900.000 8300.000 8620°000 9600.000 11600.000 0.080 0.000 0.000 0.000 Lx;50.O00 4550.080 ~8(X).O00 5665.000 7500.000 0.080 NH 4.000 0.035 7676.080 0.085 7780.080 0.060 8025.000 0.085 11420.080 0.000 Xl 119960.080 27.000 7700.000 8025.080 1808.080 800.000 1380.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 7451.000 0.080 11420.080 0.000 0.000 0.080 0.000 GR /*4,9.300 7451.000 /*4,9.300 7'&61.000 'a;.300 7471.000 438.300 7515.000 438.300 7627.000 GE 450.600 7676.000 450.500 7750.000 450.000 7780.000 427'.700 7050.000 433.500 7885.000 GR /*4,3.400 7915.000 446.000 7~0.000 ~.600 7970.000 4&9.700 8025.000 446.:~00 8550.000 GR /.4.5.500 8600.000 /.4.$.300 86~0.000 448.400 8750.000 ~8.500 8900.080 /.4.4.900 9285.000 GE /*4,9.700 9685.000 450.300 10185.000 449.400 10285.000 ~9.ZO0 10735.000 450.300 11085.000 GR 450.7'00 11350.000 450.500 11428.000 0.000 0.008 0.000 0.000 0.000 0.000 Nil 4.000 0.035 6212.000 0.085 7780.000 0.060 7951.000 0.085 8720.080 0.000 Xl 123260.000 25.000 T/B0. 000 7951.000 2100.008 2500. 000 3300.000 0.000 0.000 0.008 X3 0.000 0.080 0.080 5990.000 0.080 8720.000 0.008 0.000 0.080 0.080 GR 450.400 5990.080 450.400 6010.080 &39.400 605&.000 439.400 6166.008 450.800 6212.000 GR 450.800 6300.080 450.800 6~00.000 450.800 6410.080 451.080 6810.000 451.080 7080.008 GR 451.080 7180.000 450.400 7708.000 450.080 Tr80.080 449.080 7000.000 4~8.000 7810.008 ~ 445.080 7835.000 440.000 ~850.080 427.300 7901.080 440.000 7~1.000 450.000 7951.008 ~ 451.000 8110.080 450.000 8670.000 /*4,9.600 0~'.';~0.080 450.000 8705.000 451.300 8T20.008 NH 4.080 0.035 8055.000 0.085 8170.000 0.000 8360.080 0.080 11050.080 0.080 QT 7.080 3300.000 3800.080 7300.000 89(X).000 10]00.000 21080.000 621)08.000 0.080 0.000 5 AUG92 10:18:05 Xl 1~5570.000 33.000 8170.000 8360.000 1100.000 X3 0.000 0.000 0.000 7831.000 0.000 OR &50.900 7831.000 &50.900 7841.000 450.900 OR /,39.900 8007.000 452.000 8055.000 452.500 OR 426.500 8260.000 445.500 8290.000 445.500 OR 448. 500 8490. 000 451.000 8530.000 449. 500 OR 451.000 8930.000 452.500 9030.000 450.000 OR 450.000 10915.000 448.000 10935.000 447.000 OR 447.000 10990.000 449.000 11020.000 450.000 1T30.000 11050.000 7046.000 8170.000 8310.000 8570.000 9400.000 10950.000 11050.000 ?,310.000 0.000 450.900 443.000 ;,51.500 &51.500 449.500 444.000 0.000 0.000 0.000 7851.000 8180.000 8360.000 8680.000 9760.000 10960.000 0.000 0.000 0.000 ~39.900 428.000 451.500 &52.000 450.000 444.000 0.000 PAGE 11 0.000 0.000 7895.000 8220.000 8/60.000 88~0.000 10900.000 10980.000 0.000 NH 4.000 0.035 6896.000 0.085 6965.000 0.060 7150.000 0.080 7580.000 0.000 aT 7.000 3300.000 5300.000 5800.000 6300.000 6600.000 11500.000 27000.000 0.000 0.000 START OF SPLIT FLC~ AROUND LANDFILL Xl 126550.000 16.000 6965.000 7150.000 1050.000 7~0.000 980.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 6672.000 0.000 7380.000 0.000 0.000 0.000 0.000 X5 7.000 451.140 452.600 453.360 454.070 454.620 455.240 458.720 0,000 0.000 OR 651.300 667~. 000 451.300 6692.000 440.300 6736.000 440.300 6848.000 452.Z00 6896.000 OR 452.000 6910.000 &52.000 6950.000 &50.O00 6965.000 440.000 70:~0. 000 &28.000 7052.000 OR 426.500 7092.000 440.000 7105.000 450,000 71&0.000 &52.000 7150.000 453.000 7300.000 OR 452. 000 7380. 000 O. 000 O. 000 0.000 0.000 0.000 0.000 0.000 O. 000 NH &.O00 0.035 4415.000 0.085 4575.000 0.060 4?50.000 0.080 5300.000 0.000 Xl 130500.000 15,000 &575.000 4750.000 3350.000 1540.000 3950.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 &209.000 0.000 4900.000 0.000 0.000 0.000 0.000 OR 452.600 4209.000 452.600 42Z9.000 441.600 &273.000 441 .~)0 4385.000 454.000 4415.000 OR &54.000 4550.000 450.000 4575.000 440.000 4600.000 428.500 4645.000 440.000 4690.000 OR 446.000 4720.000 448.000 4740.000 450.000 &750.000 470.000 4810.000 480.000 5300.000 NC 0,085 0.080 0.060 0.000 0,000 0.000 0,000 0.000 0.000 0.000 Xl 131930.000 15.000 1260.000 1500.000 lflX).O00 1100.000 1&30.000 0.000 0.000 0.000 X3 0.000 0,000 0.000 560.000 0.000 1560.000 0.000 0.000 0.000 0.000 OR 460.000 150.000 470,000 570.000 470.000 980.000 462.400 1000.000 460.700 1100.000 OR 454.100 1260.000 434.400 1320.000 429.500 1330.000 430.400 1370.000 444.200 1400.000 OR 450.300 1430.000 453.800 1500.000 470.000 1600.000 480.000 2000.000 490.000 2800.000 NC 0.010 0.010 0.070 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Xl 133780.000 25.000 1580.000 1765.000 2250.000 1000.000 1850.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 0.000 0.000 1900.000 0,000 0.000 0.000 0.000 OR 488.000 1000.000 480.000 1020.000 470.000 1070.000 460.000 1120.000 458.000 1130.000 OR 454.000 1165.000 452.700 1240.000 452.000 1315.000 454.000 1370.000 455,200 1440.000 OR 454.000 1490.000 452.000 1580.000 450.000 1590.000 440.000 1620.000 438.000 1640.000 OR 428,500 1660.000 4?.8.500 1670.000 438.000 1690.000 440.000 1710.000 450.000 1750.000 OR 454.000 1765.000 456.000 1820.000 455.000 1920.000 455.900 197.3.000 475.000 2019.000 Xl 135450.000 19.000 1615.000 1840.000 1330.000 1750,000 1670.000 0.000 0.000 0,000 X3 0.000 0.000 0.000 O.O00 0.000 1900.000 0.000 0.000 0.000 0.000 OR 475.000 904.000 455.000 1000.000 455.600 1095.000 456,000 1175.000 457.600 1200.000 aR 456.000 1Z30.000 454.700 1295.000 &56.000 1385.000 457.600 1530.000 456.000 1615.000 OR 450.000 1635.000 438.000 1705.000 427.600 1735.000 427.600 1745.000 438.000 1775.000 OR 450.000 1800.000 454.000 1840.000 455.500 1935.000 475.000 Z032,000 0,000 0.000 5 AUG 92 10:18:05 PAGE 1:) Xl 1370~0.000 19.000 116:).000 1378.000 1660.000 1550.000 1590.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 0.000 0.000 1500.000 0.000 0.000 0.000 0.000 GR 475.000 910.000 457.000 1000.000 456.000 1099.000 450.000 117.3.000 4~3.000 1139.000 GR 450.000 1151.000 450.500 1162.000 450.000 1176.000 ~0.000 1195.000 438.000 1:)06.000 GR 4:)6.700 1220.000 426.700 1230.000 438.000 1251.000 ~0.000 1271.000 &50.O00 1311.000 GR 456.000 1378.000 458.000 14:)1.000 458.100 1~)9.000 475.000 1553.000 0.000 0.000 X1 138180.000 16.000 6800.000 7124.000 680.000 1240.000 1140.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 0.000 0.000 7124.000 0.000 0.000 0.000 0.000 GR 475.000 5825.000 456.900 5835.000 456.900 5925.000 456.900 6185.000 454.900 6750.000 GR 454.400 6800.000 4~8.600 6875.000 454.600 6906.000 429.100 6916.000 4:)6.100 6933.000 GR 429.600 6951.000 43~.600 6961.000 /~0.000 .7000.000 447.:)00 7050.000 457.400 7124.000 GR 4~80.000 7220.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 NH 4.000 0.100 1760.000 0.070 1980.000 0.010 2100.000 0.060 6035.000 0.000 Xl 138970.000 :)8.000 1760.000 1980.000 430.000 700. 000 790. 000 0.000 0.000 0.000 X3 O. 000 O. 000 O. 000 O. 000 0.000 4300. 000 O. 000 0.000 O. 000 O. 000 GR 475.000 900.000 &57.200 990.000 457.200 1000.000 456.700 1280.000 458.000 1430.000 GR 458.500 1590.000 458.000 1700.000 450.000 1795.000 ~0.000 1815.000 438.000 1820.000 GR ~:)6.500 1853.000 438.000 1885.000 ~40.000 1890.000 450.000 1915.000 458.000 1980.000 GR 458.000 :)100.000 458.000 :)630.000 457.000 3060.000 456.000 3530.000 455.000 3760.000 GR 455.000 4510.000 454.000 5160.000 453.500 53:)0.000 454.000 54::)0.000 45/,.000 5910.000 GR 455.000 5970.000 456.000 6000.000 456.000 6035.000 0.000 0.000 0.000 0.000 NC 0.110 0.090 0.060 0.000 0.000 0.000 0.000 0.000 0.000 0.000 END OF SPLIT FLOI,I Xl 141800.000 4&.O00 27~0.000 2950. 000 1560.000 1620.000 :)830.000 0.000 0.000 0.000 GR 475.000 906.000 458.200 990.000 458.200 1000.000 458.000 11:)5.000 450.000 1168.000 GR ~.000 1173.000 450.000 1189.000 458.000 1200.000 458.200 1:)49.000 458.000 1300.000 GR 456.000 1353.000 455.900 1483.000 458.000 1780.000 457.000 1875.000 457.600 2260.000 GR 458.000 2135.000 458.700 :)433.000 458.000 2658.000 458.:)00 :)715.000 458.000 :)?40.000 GR 450.000 :)787.000 440.000 :)811.000 439.000 :)817.000 4:)7.500 :)840.000 427.500 2850.000 GR 439.000 :)$7~.000 ~P~O.O00 ~80.000 450,000 2916.000 458.000 2950.000 459.000 3100.000 GR 458.000 3:)20.000 457.000 5490.000 456.000 3760.000 456.000 4070.000 455.000 4122.000 GR 454.000 4590.000 45~.000 4900.000 453.500 5:)40.000 454.000 5570.000 454.000 5800.000 GE 453.400 6430.000 453.000 6850.000 &55o000 6890.000 455.000 7000°000 0.000 0.000 NH 4.000 0.110 ~875.000 0.068 5065.000 0.110 5100.000 0.145 9050.000 0.000 QT ?.000 5~00.000 8220.000 10000.000 12400.000 14300.000 21000.000 62000.000 0.000 0.000 Xl 143800.000 37.000 &875.000 5065.000 1422.000 1060.000 2200.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 0.000 0.000 8300.000 0.000 0.000 0.000 0.000 GR 475.000 3595.000 4.57.500 3680.000 457.500 3690.000 458.000 4480.000 459.500 4~80.000 GR 458.000 4805.000 458.000 ~875.000 456.000 4905.000 450.000 49:)5.000 ~0.000 4950.000 GR 435.200 4958.000 428.:)00 4982.. 000 430.300 4997.000 440.000 5005.000 450.000 5030.000 GR 468.000 5065.000 ~61.000 5100.000 ~O.OOO 5270.000 459.000 54~0.000 458.000 GR 457.000 5900.000 456.000 6220.000 455.000 6660.000 454.000 7010.000 454.000 7190.000 GR 455.000 72&0.000 454.000 7322.000 45~,.000 7450.000 455.000 7822.000 455.600 GE &$5.050 8460.000 455.000 8510.000 456.000 8700.000 457.000 884~.000 &60.O00 8910.000 GR &65.000 8960.000 470.000 9050.000 0.000 0.000 0.000 0.000 0.000 0.000 5 AUG 92 10:18:05 PAGE 13 NH 5.000 0.110 2595.000 0.068 2770.000 0.110 2800.000 0.080 3400.000 0.080 NH 5490.000 O. 000 O. 000 O. 000 0.000 0.000 0.000 0.000 O. 000 0.000 Xl 144570.000 39.000 2595.000 277'0.000 670.000 1340.000 770.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 0.000 0.000 5000.000 0.000 0.000 0.000 0.000 GR 475.000 899.000 456.800 990.000 456.800 1000.000 456.700 1275.000 457.300 1600.000 GR 457.100 2030.000 458.000 2310.000 459.100 2428.000 458.000 2502.000 458.200 2555.000 GR 458.000 2595.000 450.000 2625.000 ~40,000 2637.000 439.000 26~8.000 428.800 2677.000 GR 428.800 2687.000 439.000 2715.000 ~(.0.000 2725.000 &50.O00 27~.000 460.000 2770.000 GR 461.000 2800.000 460.000 2900.000 459.000 3050.000 458.000 3290.000 457.000 3400.000 GR 456.000 3870.000 456.000 4150.000 455.600 4370.000 456.000 4520.000 456.000 ~SO.O00 GR 455.000 4870.000 453.500 4910.000 455.000 4940.000 456.000 4960.000 456.000 5000.000 GR 457.000 5160.000 460.000 5310.000 465.000 5~0.000 467.000 5490.000 0.000 0.000 NH 4.000 ·0.110 2656.000 0.065 2835.000 0.080 3970.000 0.080 6110.000 0.000 aT 7.000 5200.000 8200.000 10000.000 12400.000 14300.000 16200.000 26~00.000 0.000 0.000 Xl 145560.000 49.000 2656.000 2835.000 540.000 1350.000 990.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 0.000 0.000 &300.O00 0.000 0.000 0.000 0.000 GR 475.000 905.000 458.000 990.000 456.000 1000.000 458.100 10~0.000 458.000 1090.000 GR 457.500 1410.000 &58.000 1625.000 458.800 1780.000 458.500 2221.000 460.000 2432.000 GR 461.400 2535.000 460.000 2656.000 450.000 2701.000 4~0.000 2715.000 439.000 2721.000 GR 429.500 2753.000 429.500 2763.000 439.000 2795.000 4~0.000 28(X).000 450.000 2815.000 GR 458.000 2835.000 460.000 2870.000 ~1.400 30~0.000 461.000 3090.000 460.000 3210.000 GR 460.000 3211.000 460.000 3212.000 460.000 3213.000 459.000 3280.000 458.000 3400.000 GR 457.000 357.0.000 456.000 3600.000 456.000 3635.000 457.000 3665.000 458.000 3725.000 GR 459.000 3840.000 459.000 3920.000 458.000 3970.000 457.000 4440.000 456.600 4580.000 GR 457.000 4715.000 458.000 4865.000 460.000 4990.000 464.000 5180.000 462.000 GR 465.000 5530.000 465.000 57'30.000 466.000 5990.000 466.000 6110.000 0.000 0.000 NC 0.110 0.110 0.070 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Xl 146250.000 43.000 4610.000 ~825.000 360.000 780.000 690.000 0.000 0.000 0.000 )(3 0.000 0.000 0.000 2900.000 0.000 5800.000 0.000 0.000 0.000 0.000 GR &80.O00 2549.000 458.000 2550.000 458.800 ~5.000 458.000 3170.000 458.000 3430.000 GR 457.300 3710.000 458.000 3980.000 460.000 4~85.000 460.800 ~60.000 460.000 4550.000 GR 458.000 4570.000 460.000 4595.000 460.000 4610.000 450.000 4635.000 440.000 4650.000 GR 439.000 4652.000 430.000 4680.000 430.000 4690.000 439.000 4720.000 /~0.000 4725.000 GR 450.000 4740.000 456.000 4775.000 458.000 ~805. OOO 460.000 4~5.000 460.000 4900.000 Git 461.000 4940.000 460.500 5000.000 460.000 5070.000 459.000 5120.000 459.000 5280.000 GR 458.000 5290.000 459.000 5300.000 ~60.000 5340.000 460.000 5600.000 459.000 5946.000 GR /,59.000 6210.000 &63.000 6320.000 463.000 6520.000 ~.000 6540.000 464.000 6590.000 GR 465.000 67'40.000 468.000 6780.000 468.500 6830.000 0.000 0.000 0.000 0.000 Xl 147440.000 20.000 5433.000 5700.000 1430.000 900.000 1190.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 5000.000 0.000 5800.000 0.000 0.000 0.000 0.000 GR 470.000 1000.000 460.000 1700.000 461.000 3000.000 461.300 4000. 000 460.600 4400.000 GR 461.100 5200.000 460.800 5300.000 460.900 5&O0.O00 460.800 3433.000 434.700 5~69.000 Git 439.600 5500.000 431.200 5535.000 439.700 5570.000 &5~.700 5590.000 456.000 5600.000 5 ALIG92 10:18:05 PAGE 14 Xl 1&7550.000 0.000 X3 0.000 0.000 0.000 0.000 110.000 0.000 110.000 5800.000 S# 121 xl 147600.000 31.000 6031.000 6306.000 50.000 50.000 X3 0.000 0.000 0.000 6031.000 0.000 6306,000 BT 2.000 6031 . 000 /+70.100 466.200 6306.000 470.100 GR /+70.100 5800.000 /+70.300 5900.000 470.200 6000.000 GR /65.300 6040.000 462.700 6048.000 /61.600 6079.000 GR /61.800 6081.000 455.400 6104.000 4:38.200 6133.000 GR /+38.200 6135.000 429.600 6168.000 &28./+00 6168.000 OR /66.100 6205.000 /+38.200 6~05.000 /+57.900 6255.000 GR /+57.900 6257.000 /+59./+00 6287.000 /65.100 6298.000 OR /+70.200 ' 6500.000 0.000 0.000 0.000 0.000 0.000 0.000 6031.000 0.000 0.000 0.000 /+0.000 0.0~ 0.000 Xl 1/+7640.000 0.000 x2 0.000 0.000 X3 0.600 0.000 /+0.000 0.000 6306.000 110.000 0.000 50.000 0.000 /o66.100 /+70.100 466.100 /66.100 /+38.200 /66.100 466.100 0.000 /+0.000 1.000 0.000 0.000 0.000 0.000 6031.000 6079.000 6133.000 6203.000 6255.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 /66.200 /+66.100 ~6.100 466.100 ~6.100 /+70.100 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6031.000 6081.000 6135.050 6203.000 6257.000 6306.000 0.050 0.000 0.000 0.000 NC 0.065 0.085 0.055 0.060 0.000 0.000 0.000 0.000 0.000 0.050 Xl 147690.000 21.000 1270.000 15~0.000 50.000 50.000 50.000 0.000 0.600 0.050 X3 0.000 0.000 0.000 0.000 0.000 1050.000 0.060 0.000 0.000 0.000 OR /66.000 1000.000 /6~.000 1Z30.000 /64.060 1260.000 462.000 1270.000 /60.000 1280.000 OR 452.000 1295.000 430.000 1350.000 430.600 1380.000 452.000 1420.000 /60.000 1/60.000 GR ~)2,. 000 1520.600 460.000 1890.000 /62.000 2030.000 /+60.000 2040.000 458.000 2050.000 OR 456.000 :,055.000 458.000 ZW).O00 /60.000 a:)90.O00 /61.000 2305.000 /~..OOO 2/+:30.000 Git /64.600 ~540.000 0.000 O.OOO 0.000 0.000 0.000 0.000 O.OOO 0.050 Xl 1/6900.000 16.000 2/+10.000 2600°000 12&0.000 1180.000 1210.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 0.000 0.000 2950.000 0.000 0.000 0.000 0.060 GR &70.O00 1000.000 /64.000 1010.000 /60.000 1620.000 /+59.000 1800.000 /60.000 1950.060 OR /61.000 2200.000 /60.000 2/+10.000 450.000 2450.000 4~.0.000 2470.000 430.000 2505.050 Git 430.000 2550.060 ~0.000 2380.600 450.000 2600.050 460.000 2870.000 /65.000 3500.000 OR /69.000 3505.000 O.O00 0.000 0.000 0.050 0.000 0.600 0.060 O.O00 0.000 0.600 0.000 0.000 ~2.000 454.000 ~0.600 /60.000 &70.000 NC 0.065 0.065 0.055 0.600 0.000 0.000 0.000 0.600 QT 7.000 2~X).O00 /600.000 5700.000 6900.000 7800.000 8800.000 1/660.000 Xl 1516(X).000 ~5.000 1MO.O00 Z030.O00 3060.000 2340.000 2700. 000 0.000 X3 0.000 0.000 0.000 0.000 0.000 2050.000 0.000 0.000 OR &70.O00 1000.050 /60.0~0 1010.000 /64.000 1/+90.000 /64.000 1720.000 OR /62.000 18/6.000 460.000 1850.000 /+58.000 1860.000 /+56.000 1865.000 OR &5:).O00 1880.000 /+32,000 1930.000 452.000 1970.000 /+56.000 2005.000 0.000 0.000 0.050 0.000 1800.000 1875.000 2020.000 72~0.600 4710.000 Xl 153L)90.000 l&.O00 5600°060 58000000 1300o000 2000.000 1690.000 0.000 0o000 0o000 OR /68.000 5500.060 /63.000 5600.000 439./+00 5679.000 /+30.300 5705.000 439.400 57/+1.000 OR 459.200 5771.000 /6Z.060 5800.000 /65.500 5884.000 439.400 5900.000 435.600 591Z.000 OR 439.200 5925.000 /65.300 5971.000 /65.800 6000.000 471.500 6100.060 0.000 0.000 EJ 0.000 0.000 0.000 0.000 0.600 0.000 0.000 0.000 0.000 0.050 5 AUG 92 10:18:05 PAG~ 15 HEr..2. RELEASE DATED NOV 76 LJ~OATED I, IARC 1982 ERROR CORR - 01,0Z,03,04,,05 HGOIFICATION - 50,51,52,53,5~,55 THIS RUN EXECUTED 5 AUG 92 10:18:21 T1 T2 T3 U.S. ARMY CORPS OF ENGINEERS - FORT t~ORTH DISTRICT UPPER TRINITY RECON STriPY FUTURE CONDITIONS gITH COC J1 ICHECK rNO NINV -10. 3. O. J2 NPROF IPLOT PRFV~ 2.000 0.000 -1.000 EL# FORK 5-YR IDIR STRT #ETRIC HVINS Q t~SEL FG O. 0.000000 0.00 0.0 O. ~35.87'0 0.000 XSECV XSEC# FN ALLDC IBU CHNI# ITRACE 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5 AUG 92 10:18:05 PAGE 16 HEC2 RELEASE DATED NOV 76 UPDATED NARC 1982 ERROR CORR - 01,02,03,0~,05 BIGDIFICATIOR * 50,51,52,53,5~,55 THIS RUN EXECUTED 5 AUG 92 10:18:28 T1 T2 UPPER TRINITY RECOld STUDY ELH FORK T3 FUTURE COflOITIOR$ WITH CDC IO'YR J1 ]CHECK INQ NINV ]DIR STRT METR]C HVINS Q ~SEL FQ -10. 4. O. O. 0.000000 0.00 0.0 O. 436.950 0.000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3.000 0.000 -I.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 U.S. ARMY CORPS OF ENGINEERS ' FORT WORTH OISTRICT 5 AUG 92 10:18:05 PAGE 17 HEC2 RELEASE DATED NOV 76 UPDATED HARC 1982 ERROR CORR - 01,02,0(3,04~,05 I~OIFICATIOIi - 50,51,52,53,54,55 THIS RUN EXECUTED 5 AUG 92 10:18:35 T1 T2 UPPER TRINITY RECON STUDY EU4 FORK T3 FUTURE CONDITIONS WITH CDC 25oYR J1 ICHECK tlKI NINV IDIR STRT NETRIC flVINS O I~$EL FO -10. 5. O. O. 0.000000 0.00 0.0 O. 438.140 0.000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC I1~ CHNI# ITRACE 4.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 U.S. APJ4Y CO~PS OF ENGINEERS - FORT WURTN DISTRICT 5 AUG 92 10:18:05 PAGE 18 HEC2 RELEASE DATED NC~V ?6UPO&TED 14ARC 1982 ERRO~ COllR - 01,02,03,0~,05 IqcuIFICATI~ - 50,51,52,53,54,55 THIS RUN EXECUTED 5 AUG92 10:18:41 U.S· ARI4Y CORPS OF ENGINEERS - FCJ~T LdCJ~TH DISTRICT T1 T2 T3 FUTURE CONDITIONS glTH CDC 50-YR J1 ICHECK rNQ NINV IDIR STRT HETRIC Iff/INS Q ~SEL FQ -10. 6. O. O. 0.000000 0.00 0.0 O. 439.120 0.000 J2 NPROF IPLOT PRFVS XSECV XSECH FM ALLDC IB~ CflNIM ITRACE 5.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 UPPER TRINITY RECON STIX)Y ELH FORK 5 AUG 92 10:18:05 PA~ 19 HEC2 RELEASE DATED NOV 76 UPDATED HARC 1982 ERROR CORR - 01,0Z,05,0~,05 MODIFICATION - 5o,51,52,53,54,55 THIS RUN EXECUTED 5AUG92 10:18:48 T1 T3 U.S. ARI4Y CORPS OF ENGINEERS - FORT IK)RTH DISTRICT UPPER TRINITY RECOld STUOY EL# FORK FUTURE CONOITIONS UITH CDC J1 ICHECK INQ NINV -10. 7. O. J2 NPROF IPLOT PRFVS 6.000 0.000 -1.000 IO0-YR IDIR STRT HETRIC HVINS Q USEL FQ O. 0.000000 0.00 0.0 O. 440.090 0.000 XSECV XSECH FN ALLDC IBW CHNIH ITRACE 0.000 0.000 0.000 0.000 0.000 0.000 0.000 AUG 92 10:18:05 PAGE 20 NEC2 RELEASE DATED NOV ?6UPOATED I4ARC 1982 ERROR CORR - 01,02,03,04,05 I~OIFICATIOR - 50,51,5Z,53,54,$5 THiS RUN EXECUTED 5 AUG92 10:18:55 T1 TZ T3 U.S. AR#Y CORPS OF ENGINEERS - FORT t&ORTH DZSTRZCT UPPER TRINITY RECOIl STUOY FUTURE COflDITZONS UiTH CDC ELH FORK J1 iCHECK INQ NINV IDIR -10. 8. O. O. J2 NPROF iPLOT PRFVS 15.000 0.000 -1.000 SPF $TRT #ETRIC HVINS g ~SEL FO 0.000000 0.00 0.0 O. 4~5.&30 0.000 X~CV XSECH FN ALLDC iBi~ CHNI# ITRACE 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5 AUG 9~ 10:18:05 21 HEC2 RELEASE DATED NOV 76 UPDATED HARC 1982 ERROR CORR - 01,02,03,04,05 HOOIFICATIOR - 50,51,52,53,54,55 THIS RUN EXECUTED 5 AUG92 10:19:03 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION IKII~ER INDICATES #ESSAGE IN SUMHARY OF ERRORS LIST FUTURE COflDITIONS WITH C StJHHARY PRINTCUT SECNO O CUSEL DIF~SP VCH ELHIN TOPWlD SSTA ENOST 87530.080 12600.00 433.87 0.00 4.25 &lO.O0 657.36 2126.50 5263.37 87530.000 2~00.00 435.87 2.00 5.63 410.00 1691.41 2101.30 7591.71 87530.000 30100.00 436.95 1.08 5.93 410.00 1826.17 2071.88 7596.69 87530.000 38800. O0 438.14 1.19 6.01 410.00 2127.71 2036.66 7602.18 87530.000 46600.00 439.12 0.98 5.95 410.00 2266.01 ~022.25 7606.71 87530.000 55000.00 440.09 0.97 5.87 410.00 ?.355.50 2016.39 7611.18 87530.000 100000.00 445.43 5.34 5.03 410.00 3478.86 2000.08 7620.00 87800.000 12000.00 434.09 0.00 3.65 410.00 472.42 1149.14 6215.21 87800.000 2Z'K)O. O0 436.13 2.04 5.41 410.00 906.99 1128.11 6340.13 87800.000 30100.00 437.16 1.04 6.29 410.00 1520.66 1112.54 6480.00 87800.000 38800.00 438.30 1.14 6.90 410.4)0 1577.35 1089.74 6480.00 87800.000 46600. O0 439.24 0.94 7.19 410.00 1588.93 1088.92 6480.00 87800.000 55000.00 440.18 0.94 7.39 410.00 1660.03 1088.10 6480.00 87800.000 100000.00 445.42 5.?-3 7.03 410.00 1692.89 1083.55 6480.00 87869.000 12600.00 434.13 0.00 3.74 410.00 488.62 1947.49 6993.11 87869.000 22900.00 436.21 2.08 5.44 410.00 783.70 1909.72 7056.33 87869.000 30100.00 437.28 1.06 6.33 410.00 812.81 1894.46 7059.01 87869.000 38800.00 438.42 1.14 7.19 410.00 839.03 1883.06 7061.87 87869.000 46600.00 ~9.35 0.93 7.81 410.00 853.32 1880.75 7064.19 87869.000 55000.00 440.28 0.93 8.37 410.00 867.66 1878.44 7066.51 87869.000 100000.00 445.44 5.17 9.17 410.00 1729.02 1855.40 7469.94 87870.000 1~:00.00 434.13 0.00 3.81 410.00 488.89 1947.47 6993.17 87870.000 22900.OS 436.22 2.08 5.51 410.00 783.91 1909.61 70~6.35 87870.000 30100.00 437.28 1.06 6.39 410.00 812.86 1894.43 7059.01 87870.000 38800.00 438.42 1.14 7.22 410.08 839.07 1883.03 7061.88 87870.000 46600.00 439.35 0.93 7.82 410.00 853.50 1880.72 70~.22 87870.000 55000.00 440.28 0.93 8.37 410.00 867.83 1878.41 7066.54 87870.000 100000.00 445.38 5.10 10.57 410.00 1727.27 1855.91 7469.94 5 AUG 92 10:18:05 SECNO Q CI, ISEL DZF~/SP VCH EL#iN TOPI,lID 87960.000 12600.00 434.26 0.00 3.77 &lO.O0 527.90 87960.000 22900.00 &36.49 2.22 5.33 410.00 791.27 87960.000 30100.00 437.64 1.15 6.12 410.00 8?.2.74 87960.000 38800.00 438.88 1.24 6.86 410.00 8/6.15 87960.000 46600.00 439.88 1.00 7.39 410.00 861.67 87960.000 55000.00 440.87 0.99 7.88 410.00 876.99 87960.000 100000.00 ~6.74 5.87 10.37 410.00 1764.40 410.00 410.00 &lO.O0 410.00 410.00 410.00 410.O0 87961.000 12600.00 4~.27 0.00 3.69 87961.000 22900.00 436.50 2.22 5.27 87961.000 30100.00 &37.65 1.15 6.08 87961.000 38800.00 438.88 1.23 6.83 81'961.000 46600.00 439.89 1.00 7.38 87961.000 55000.00 440.88 0.99 7.88 87961.000 100000.00 447.80 6.93 7.16 529.96 791.34 822.82 8~6.20 861.73 877.05 1793.56 88000. 000 12600. O0 434.29 0.00 4.15 410.00 580.83 88000.000 2~900.00 436.53 2.24 5.84 410.00 678.13 88000.0O0 30100.00 437.69 1.16 6.69 410.00 711.55 88000. 000 38800.00 438.95 1.25 7.41 410.00 766.29 88000. 000 46600. O0 439.97 1.02 7.87 410.00 864.98 88000.000 55000.00 441.00 1.03 8.16 410.00 1576.77 88000.000 100000.00 447.96 6.96 6.98 410.00 1612.19 88030.000 12600. O0 434.36 88030.0O0 2~)0. O0 436.64 88030.000 30100.00 437.8?. 88030.000 38800.00 439.09 88030.000 ~600. O0 440.11 88030.000 55000.00 441.13 88030.000 100000.00 4/8.00 410.00 410.00 410.00 410.00 410.00 410.00 410.00 3.90 5.62 6.47 7.24 7.79 8.14 7.77 0.00 2.27 1.19 1.27 1.02 1.01 6.87 494.09 770.09 810.69 830.50 1559.58 1578.16 1679.95 88050.000 126O0. O0 434.38 0.O0 3.90 410.00 494.92 88050.000 22900. O0 436.68 2.30 5.60 410.00 ?78.63 88050.000 30100.00 437.88 1.20 6.43 410.00 811.86 88050.000 38800.00 439.16 1.28 7.19 410.00 831.37 88050.000 46600.00 440.19 1.03 7.73 410.00 1560.83 88050.0O0 55000.O0 441.21 1.02 8.07 410.00 1579.57 88050.000 100000.00 448.11 6.90 7.77 410.00 1679.95 410.00 410.O0 410.00 410.00 410.00 410.00 410.00 88150.000 1~O0.00 434.50 88150.000 229O0.O0 436.9~ 88150.O00 301O0.00 438.?.3 88150.0O0 466O0.00 440.73 88150.O00 550O0.00 441.80 88150.000 100000.00 448.1'1 0.00 2.42 1.32 1.38 1.12 1.06 6.92 3.65 5.20 5.77 6.27 6.58 6.77 5.98 505.94 1272.44 1:331.41 1347.78 ?.618.01 2620.6?. ?.637.56 $STA 1944.42 1905.75 1889.25 1881.91 1879.41 1876.94 18~.88 1944.25 1905.71 1889.21 1881.90 1879.40 1876.9] 18.~.21 1157.34 1075.95 1075.86 1075.77 1075.70 1075.62 1075.11 5978.19 5936.82 5930.89 5926.17 59?.2.5 7 5919. O0 5900.05 5978.09 5936.63 5930.64 5925.9] 5922.33 5918.73 5900.05 1145.05 1116.26 1100.05 1t00.O0 1100.05 1100.00 11O0.00 ENDST 7002.50 ?057.03 7059.92 7063.03 7065.54 7068.03 7~69.96 7002.98 7057.03 7059.93 7063.04 7065.55 7068.04 7469.97 6310.12 6310.47 6310.65 6310.84 6311.00 6500.00 6500.00 11O83.62 11100.16 11100.47 11100.79 11445.56 11450.63 11480.00 11083.82. 11100.17 11100.~8 11100.81 11445.91 11451.02 11~80.00 6216.24 64O0.23 6400.56 6400.90 6890.37 6890.90 6894.36 22 .) 5 AUG 92 10:18:05 SECNO g 89050.000 12600.00 8~K)50.000 22900.00 89050.000 30100.00 89050.000 ~8800.00 89050.000 46600.00 89050.000 55000.00 89050.000 100000.00 90000.000 12600. O0 ~)000.000 22~00.00 90000.000 30100.00 90000.000 38800.00 ~)000.000 ~6600.00 90000.000 55000.00 90000.000 100000.00 90880.000 12600.00 437.57 90880.000 22900.00 440.44 90880.000 30100.00 ~ 90~80.000 38800.00 90880.000 46600. OO 443.43 90880.000 55000.00 ~ 92090.000 12600. O0 92090.000 22900. O0 92.090.000 30100.00 92090.000 46600. O0 92090.OO0 55OO0.00 92090.000 100000.00 L~SEL D l FtdSP VCH 435.38 0.00 3.04 &38.35 2.97 3.29 439.70 1.35 3.09 441.03 1.33 2.86 442.08 1.05 2.72 443.07 0.~9 2.64 449.34 6.28 2.05 436 .'46~ 0.00 4.03 &39.33 2.86 5.04 440.&7-~'~ 1.14 5.25 441.62 1.15 5.31 442.57 0.95 5.26 443.49~- 0.92 5.20 449:~0~.. 6.01 3.72 0.00 2.52 2.87 2.59 1.07 2.63 1.06 2.70 0.86 2.73 0.85 2.77 5.53 2.43 438.30 0.00 441.02 2.72 442.05 1.03 443.08 1.03 443.91 0.83 4~.74 0.83 450.05 5.31 438.4O O.OO 443.17 1.02 443.99 0.82 444.82 0.82 450.08 5.27 439.34 O.OO 441.93 2.59 442.97 1.04 444.08 1.03 444.81 0.81 445.6O 0.79 450.49 4.89 92300.0OO 126OO.00 92300.000 22900.00 9Z3OO.OOO 301OO.OO 92300.000 388OO.OO 92300.000 468OO,OO 92300.OO0 55000.00 923OO.OO0 100000.00 93620.OO0 12600.OO 936~0.000 22900.OO 93620.OO0 301OO.OO 936Z0. OOO 38800.OO 936~0.0OO 46600. O0 936Z0.OO0 55OOO.OO 93620.0OO IOOOO0.OO ELMIN TOP, ID SSTA ENOST 410.00 1213.03 1688.74 5260.09 410.00 4713.84 1503.37 7030.19 410.00 5039.92 1419.14 7050.41 410.00 5613.12 1004.49 7070.38 410.OO 5630.32 1003.96 7086.15 &lO.O0 5646.51 1003.47 7100.98 410.00 5684.09 1000.33 7130.00 409.60 395.87 3800.00 9725.81 409.60 1775.91 3800.00 10704.24 409.60 2192.80 3800.00 10716.51 409.60 2632.08 3800.00 10728.83 409.60 2952.79 3800.00 10738.98 409.60 3265.06 3800.OO 10748.85 409.60 4551.56 3800.00 10765.00 414.50 1547.76 2819.99 8548.12 414.50 4395.41 1700.00 8606.98 414.50 4656.02 1700.00 8610.06 414.50 4752.70 1700.OO 8613.04 414.50 4802.97 1700.OO 8615.51 414.50 4847.23 lflX).O0 8617.95 414.50 5053.65 1700.00 8620.00 2.21 410.60 1805.17 2442.82 9896.90 2.24 410.60 5222.93 2221.00 9~13.00 2.2? 410.6O 5833.75 1700.00 9~20.00 2.28 410.60 ~2.12.6~ 1700.00 9926.9~ 2.30 410.60 6310.85 1700.OO 9932.00 2.32 410.00 6492.63 1'/'00.00 9938.21 1.96 410.6O (~29.OO 1700.00 99~0.OO 2.39 415.10 39~.33 300.00 8513.67 2.03 415.10 5857.81 300.00 6561.26 2.0/, 415.10 6859.69 ~6O.OO 8571.53 2.07 415.10 6122.22 3OO.OO 8.581.75 2.10 415.10 6155.87 ~OO.OO 8590.01 2.13 415.10 &1~.38 ~O.OO 1.92 415.10 63~).$3 SOO.OO ~)OO.OO 4.37 414.50 752.67 2985.06 8460.58 4.99 414.50 3284.96 1476.24 0541.OO 5.0? 414.50 3893.80 1415.68 10165.90 5.05 414.50 5282.69 1356.05 10193.31 4.91 414.50 6838.43 1309.02 10214.93 4.71 414.50 7125.32 1000.00 10220.00 3.23 414.50 7687.76 1000.00 10220.00 PAGE 5 AUG 92 10:18:05 SECNO Q CUSEL DIFI~SP * 93670.000 12600.00 439.60 0.00 93670.000 22900.00 442.11 2.51 93670.000 30100.00 443.16 1.04 93670.000 38800.00 444.16 1.00 93670.000 46600.00 444.94 0.78 93670.000 55000.00 445.70 0.76 93670.000 100000.00 450.51 4.81 93730.000 12600.00 440.8~ 93730.000 22900.00 442.22 93730.000 30100.00 443.22 93730.000 38800.00 444.24 93730.000 46600.00 445.02 93730.000 55000.00 445.78 93730.000 100000.00 450.54 0.00 1.38 1.00 1.02 0.78 0.75 4.76 93760.000 12600.00 440.89 0.00 93760.000 22900.00 442.43 1.$4 93760.000 30100.00 443.49 1.06 93760.000 38800. O0 444.47 0.98 93760. 000 46600.00 445.18 0.71 93760.000 55000.00 445.89 0.71 93760.000 100000.00 450.55 4.67 93810. 000 12600.00 441.06 93810.000 22900.00 442.89 93810.000 30100.00 443.86 93810.000 38800.00 444.69 93810.000 46600. O0 445.34 93810.000 55000.00 446.02 93810.000 100000.00 450.59 0.00 1.87. 0.97 0.83 0.66 0.68 4.57 ¥CH EL#IN TOPUID SSTA ENDST 97570.000 12600.00 440/,2.22 0.00 97570.000 22900.00 443.88 1.66 97570.000 30100.00 444.75 0.87 97570. 000 38800.00 445.54 0.79 97570.000 46600.00 446.16 0.62 97570.000 55000.00 446.78 0.63 97570.000 100000.00 450.94 4.15 98450.000 12600.00 442.46 0.05 98450.000 22900. O0 444.09 1.63 98450.000 30100.00 444.94 0.85 98450.000 38800.00 445.73 0.79 98450.000 ~0.00 446.35 0.62 98450.000 55000.00 446.97 0.62 98450.000 100000.00 451.05 4.07 8.69 431.00 1013.64 2620.49 8489.98 4.86 431.00 3395.54 1465.36 10143.05 4.28 431.00 4055.90 1404.93 10170.84 3.98 431.00 6035.09 1346.91 10197.51 3.77 431.00 6903.07 1301.59 10218.35 3.59 431.00 7143.71 1000.00 10220.00 2.59 431.00 7667.81 1000.00 10220.00 3.91 414.50 475.15 7929.71 8787.50 5.97 414.50 2049.52 2378.36 8792.10 6.11 414.50 2980.05 1997.99 8795.42 5.34 414.50 4495.30 1896.70 8798.78 4.55 414.50 5387.52 1817.73 10420.00 3.90 414.50 6312.44 1742.45 10420.00 1.72 414.50 9185.32 1000.00 10420.00 3.88 414.50 478.97 7926.30 8787.69 5.72 414.50 2230.97 2282.38 8792.79 5.60 414.50 3290.35 1971.00 8~96.31 4.81 414.50 4765.21 1873.30 8799.56 4.25 414.50 5464.13 1802.07 10420.00 3.72 414.50 6596.18 1731.14 10420.00 1.72 414.50 9194.92 1000.05 10420.00 3.17 414.50 3000.09 1526.37 8514.17 3.58 414.50 4518.89 1420.58 10494.63 3.60 414.50 5936.44 1364.36 10634.15 3.67 414.50 8024.60 1316.17 10889.28 3.66 414.50 8407.01 1000.00 10930.00 3.60 414.50 8921.52 1000.05 10930.00 2.59 414.50 9930.00 1000.00 10930.00 1.98 4?.3.00 7602.29 1389.98 9737.78 2.02 423.00 8367.05 1165.55 9758.56 2.05 423.05 8994.24 857.53 9851.76 2.15 423.00 9114.79 833.81 9948.60 2.23 423.00 9623.94 811.37 10700.00 2.29 423.00 9923.41 776.59 10700.00 2.10 423.00 10100.00 600.00 10700.00 3.05 426.00 5199.59 9728.60 19320.95 2.87 426.00 8604.45 9629.60 19322.82 2.75 426.00 9371.04 9625.96 19323.79' 2.72 426.00 9439.03 9622,58 19324.6~ 2.74 426.00 9373.93 9619.93 19435.41 2.75 426.00 9887.35 9617.26 19600.00 2.33 426.00 10000.00 9600.00 194(X).00 5 AUG 92 10:18:05 SECNO Q C~SEL 99280.000 12600. O0 442.91 99280.000 22900.00 444.45 99280.000 30100.00 445.25 99280.000 38800.00 446.01 99280.000 46600.00 446.62 99280. 000 55000.00 447.23 99280.000 100000.00 &51.19 100040.000 12600.00 443.31 100040.000 22900.00 444.78 100040.000 30100.00 445.56 100040.000 38800.00 446.31 100040.000 46600.00 446.91 100040.000 55000.00 447.52 100040. 000 100000.00 451.35 103060.000 17200.00 445.55 103060.000 28300. O0 446.64 103060.000 36200.00 103060.000 &5100.00 447.86 103068.000 52600.00 448.36 103060.000 61100.00 448,87 103060.000 111400.00 452.08 106080.000 12000.00 448.69 106080.000 20000.00 449.69 106880.000 25700.00 450.23 106080.000 31600.00 450.71 106080.000 37000.00 451.09 106080.000 43(X)0.00 451.47 106080.000 77400.00 &53.67 DIFt~SP VCH EL#IN TOPUID SSTA ENOST 0.00 2.78 428.00 5391.12 661.70 9471.47 1.53 2.7& 428.00 8242.85 631.10 9473.27. 0.80 2.68 428.00 8524.22 615.06 9474.14 0.77 2.71 428.00 8642.96 599.70 9478.21 0.61 2.76 428.00 8930.58 587.58 9600. O0 0.61 2.80 &28.00 8965.23 575.33 9600.00 3.95 2.48 428.00 9100.00 500.00 9600.00 0.00 1.47 0.77 0.76 0.60 0.60 3.84 0.00 1.09 0.60 0.62 0.50 0.51 3.21 0.00 1.00 0.54 0.48 0.38 0.39 2.20 110580.000 12000.00 449.62 0.00 110580.000 20000.00 450.73 1.12 110580.000 25700.00 451.36 0.63 110580.000 31600.00 451.91 0.55 110580.000 37000.00 452.36 0.45 110580.000 43000.00 452.81 0.45 110580.000 77400.00 455.0(; 2.28 110720.000 12000.00 449.63 110720.000 20000.00 450.73 110720.000 25700.00 451.38 110720.000 $1680.00 451.93 110720.000 ]flXX).O0 452.38 110720.000 45000.00 452.84 110720.000 77400.00 455.12 0.00 1.12 0.63 0.55 0.45 0.45 2.28 2.39 428.30 5755.88 1073.47 9736.94 2.46 428.30 8013.41 1026.64 9738.61 2.47 428.30 8161.48 1023.35 9739.49 2.55 428.30 8~61.04 1020.12 9752.21 2.62 428.30 8558.82 1017.56 9776.14 2.67 428.30 8885.07 1014.93 9900.00 2.46 428.30 8900.00 1000.00 9900.00 5.13 430.00 4088.98 1462.83 9467.23 5.21 430.00 6108.03 1226.24 9917.48 5.14 430.00 7264.26 1185.52 4.97 430.00 8380.96 1152.70 10105.06 4.80 430.00 8683.73 1148.74 10156.79 4.67 430.00 8903.78 1139.08 10192.20 3.82 430.00 9270.30 1020.68 10290.98 2.49 430.00 4660.00 2274.81 8300.00 2.73 430.00 4777.51 27~.10 8300.00 2.90 430.00 5074.57 1422.07 8300.00 3.04 430.00 56?6.75 1383.08 8300.00 3.17 430.00 6068.51 1353.22 8500.00 3.29 430.00 6229.39 1322.26 8200.00 3.51 430.00 7144.19 1155.81 8300.00 1.16 424.00 6741.64 4686.75 11930.00 1.36 424.00 7126.55 4600.00 11930.00 1.48 424.00 7293.17 4600.00 11930.00 1.59 424.00 7330.00 4600.00 11930.00 1.68 424.00 7330.00 4600.00 11930.00 1.77' 424.00 7330.00 4600.00 11930.00 2.14 424.00 7330.00 4600.00 11930.00 1.46 426.40 4423.33 2318.00 10079.06 1.79 426.40 6272.15 2318.00 t.94 426.40 6643.91 2318.00 10080.00 2.06 426.40 ~,~,~.~'.90 :Z318.00 10080.00 2.17 ~6.~ 6951.61 2318.00 10080.00 2.27 426.4~) fl)19.~. 2318.00 10090.00 5 AUG 92 10:18:05 SECNO Q Ck'SEL 110750.000 12000.00 449.64 110750.000 20000.00 450.76 110750.000 25700.00 451.39 110750.000 31600.00 451.94 110750.000 37000.00 452.39 110750.000 43000.00 452.85 110750.000 77400.00 455.13 DI Ft~SP 0.00 1.1; 0.63 0.55 0.45 0.45 2.28 110790.000 12000.00 449.64 0.00 110790.000 20000.00 450.74 1.11 1107TK),000 25700.00 451.36 0.61 1107~.000 31600.00 451,90 0.54 110790.000 37000.00 452.33 0.43 110790.000 43000.00 452.77 0.44 110790.000 77400.00 454.94 2.17 110910.000 12000.00 449.68 110~10.000 20000.00 450.82 110910.000 25700. O0 451.46 110910.000 31600.00 45;.02 110910.000 37000. O0 452.48 110910.000 43000.00 452.94 110~10.000 77400. O0 455.24 0.00 1.14 0.64 0.56 0.45 0.46 2.30 110930.000 12000.00 449.68 0.00 110930.000 20000.00 450.87 1.19 110930.000 25700.00 451.56 0.69 110930.000 31600.00 452.17 0.61 110930.000 37000.00 452.67 0.50 110930.000 43000.00 453.19 0.51 110930.000 77400.00 455.79 2.60 VCH EL#IN TOI:~ZD SSTA ENDST 110~0.000 12000.00 449.75 110980.000 20000.00 450.94 110980,000 25700.00 451.62 110980.000 31600.00 452.7.3 110980.000 37000.00 452.7'3 110980.000 43000.00 453.24 110980.000 77400.00 455.8~ 113000.000 12000.00 449.92 113000.000 20000.00 451.14 1130(X).000 25700.00 451.83 113000.000 31600.00 452.45 113000.000 37000.00 452.96 113000.000 43000.00 453.48 113000.000 77400.00 456.08 0.00 1.19 0.68 0.61 0.50 0.51 2.58 0.00 1.22 0.69 0.62 0.51 0.52 2.60 1.45 4?.6.40 4435.49 2318.00 10079.08 1.78 4?.6.40 6275.86 ?..318.00 10080.00 1.93 426.40 6648.04 2318.00 10080.00 :%06 426.40 6885.93 2318.00 10080.00 2.16 426.40 6952.69 2318.00 10080.00 2.26 426.40 7020.56 2318.00 10080.00 :%62 426.40 7361 .;5 2318.00 10080.00 2.02 426.40 1308.06 5161.70 11753.65 2.83 426.40 1333.09 5158.99 11756.10 3.33 426.40 1347.04 5157.48 11757.47 3.81 426.40 1359.26 5156.15 11758.(:6 4.22 426.40 1369.07 5155.09 11759.63 4.65 426.40 1378.99 5154.01 11768.60 6.59 426.40 1442.42 5145.82 11765.&3 2.01 426.40 1308.84 5161.62 11753.72 2.80 426.40 1334.87 5158.80 11756.27 3.28 426.40 1349.34 5157.23 11757.69 3.75 426.40 1362.11 5155.84 11758.94 4.14 426.40 1372.43 5154.72 11759.95 4.55 426.40 1382.91 5153.59 11760.98 6.40 426.40 1456.73 5143.55 11766.09 2.35 426.40 4231.27 2451.00 10521 2.74 426.40 6653.59 2451.00 10778.75 2.82 426.40 7388.49 2451.00 11007.74 2.86 426.40 7698.53 2451 · O0 11204. O0 2.89 426.40 7791.50 2451.00 11204.00 2.92 426.40 7886.79 2451.00 11204.00 1.98 426.40 8368.68 2451.00 11204.00 1.16 424.00 7961.81 3~50.00 11930.00 1.31 424.00 8531.16 3250.00 11930.00 1.39 424.00' 8680.00 3250.00 11930.00 1.47 424.00 8680.00 3~50.00 11930.00 1.54 424.00 8680.00 3230.00 11930.00 1.60 424.00 8680.00 3250.00 11930.00 1.85 424.00 __8~90_~.00 3230.00 11930.00 1.86 421.00 6213.54 4425.11 11449.36 2.24 421.00 7132.76 4400.00 11680.00 2.42 421.00 7186.99 4400.00 11600.00 2.57 421.00 7200.00 4400.00 2.69 421.00 7200.00 4400.00 11600.00 2.81 421.00 7200.00 4400.00 11600.00 3.21 421.00 7200.00 4400.00 11600.00 PAGE 5 AUG92 10:18:05 SECNO Q CI/SEL DIFUSP VCH ELGIN TOPUID SSTA ENDST 113090.000 12000.00 449.90 0.00 113090.000 20000.00 451.07 1.17 113090.000 25700.00 451.71 0.65 113090.000 31600.00 452.29 0.58 113090.000 37000.00 452.87 0.58 113090.000 43000.00 453.41 0.54 113090.000 77400.00 456.09 Z.68 113110.000 12000.00 ~,9.91 113110.000 20000.00 451.08 113110.000 25700.00 451.73 113110.000 31600.00 452.32 113110.000 37000.00 452.93 113110.000 43000.00 453.47 113110.000 7740O.00 456.13 113180.000 12000.00 4;,9.98 113180.000 20000.00 451.26 113180.000 25700.00 452.00 113180.000 31600.00 452.66 113180.000 37000.00 453.16 113180.000 43000.00 453.68 113180.000 77400.00 456.22 0.00 1.17 0.65 0.59 0.61 0.5~ :),66 0.00 1.28 0.74 0.66 0.51 0.52 2.54 118580.000 8500.00 450.48 0.00 118580.000 13900.00 451.78 1.30 118580.000 17300.00 452.51 0.72 118580.000 21100.00 453.16 0.66 118580.000 24200.00 453.68 0.51 118500.000 27400.00 454.19 0.52 118580.000 62000.00 &56.85 2.65 119960.000 8500.00 450.63 119960.000 13900.00 451.95 119960.000 1730O.00 452.67 119960.000 2110O.00 453.33 119960,000 24200.00 453.8~ 119960.000 2?400.00 454.~ 119960.000 62000.00 457.12 123260.000 8500.00 450.93 123260.000 13'~)0.00 452.36 123260.000 17500.00 453.11 123260.000 21100.00 453.81 123260.000 24200.00 454,34 123260.000 62000.00 458.05 0.00 1.31 0.72 0.66 0.51 0.52 2.76 0.00 1.43 0.70 0.53 0.53 3.18 2.44 421.00 612.40 4454.33 11066.94 3.6~ 421.00 697.41 4452.39 11068.32 4.40 421.00 1446.41 4400.00 11069.08 5.06 421.00 4508.95 4400.00 11069.76 4.61 421.00 6153.21 4400.00 11600.00 4.65 421.00 6~33.85 4400.00 11600.00 3.13 &21.00 7200.00 4400.00 11600.00 2.43 421.00 612.51 4454.32 11066.95 3.6~ 421.00 704.23 4452.$? 11068.33 4.40 421.00 1;,66.99 4400.00 11069.09 5.04 421.00 4555.89 44000.00 11069.78 4.55 421.00 6220.05 4400.00 11600.00 4.57 421.00 6452.83 4400.00 11600.00 3.11 421.00 7200.00 4~00.00 11600.00 1.73 421.00 5767.87 4424.29 11000.00 1.97 421.00 7855.07 2800.00 11000.00 2.06 421.00 8199.96 2800.00 11000.00 2.14 421.00 8200.00 2800.00 11000.00 2.21 421.00 8200.00 2800.00 11000.00 2.29 421.00 8200.00 2000.00 11000.00 2,57 421.00 8200.00 2800.00 11000.00 1.46 426.50 5345.96 2800.00 8145.96 1.59 426.50 5700.00 2800.00 8500.00 1.62 426.50 5?00.00 2800.00 8500.00 1.68 426.50 5700.00 2800.00 850O.00 1.71 426.50 5700. O0 2800. O0 8500. O0 1.74 426.50 5700.00 2800.00 850O.00 2.53 426.50 5780.00 2800.00 8500.00 1.0/, 427.70 3906.95 7451.00 11420.00 1.29 427.70 3969.00 7451.00 11420.00 1.39 427.70 3969.00 7451.00 11420.00 1.51 427.70 3969.00 7451.00 11;,20.00 1.59 427.70 3969.00 7451.00 11420.00 1.66 427.70 3969.00 7451.00 11420.00 2.61 427.70 3969.00 7451.00 11420.00 1.73 427.30 2101.12 5990.00 8715.72 2.19 427.30 27"50.00 5990.00 8720.00 2.37 427.30 2730.00 5~0.00 8720.00 2.54 427.30 2730.00 5990.00 8~0.00 2.66 427.30 2730.00 5990.00 87'20.00 2.76 &27.30 2?30.00 5990.00 8720.00 4.02 &27.30 2730.00 5990.00 8720.00 PAGE 27 5 AUG 92 10:18:05 SECNO G CUSEL D[ R/SP 125570.000 3300. O0 451.14 125570.000 5800.00 452.60 125570.000 7300.00 453.36 125570.000 8900.00 454.07 1255 70.000 10300. O0 454.62 125570.000 21000.00 455.24 125570.000 62000.00 458.72 0.00 1.~6 0.77 0.71 0.54 0.62 * 126550.000 3300. O0 451.14 * 126550.000 5300.00 452.60 * 126550.000 5800. O0 453.36 * 126550.000 6300.00 454.07 * 126550.000 '6600.00 454.62 * 126550.000 11500.00 455.24 * 126550.000 27000.00 458.72 0.00 1.~6 0.76 0.71 0.55 0.62 $.~8 130500.000 3300.00 451.27 130500.000 5300.00 452.81 130500.000 5800.00 453.56 130500.000 6300.00 454.26 130500.000 6600.00 454.80 130500.000 11500.00 455.69 130500.000 27005.00 459.73 0.00 1.54 0.75 0.70 0.54 0.89 4.05 131930.000 3300.00 451.37 131930.000 5300.00 452.97 131930.000 5800.00 453.72 131930.000 6300.00 454.42 131930.000 6600.00 454.9~ 131930.000 11500.00 456.0:~ 131930.000 27000.00 /,60.36 0.00 1.61 0.75 0.69 0.53 1.08 4.3~ 133780.000 3300.00 451.76 133780.080 5308.00 453.63 133780.000 5800.00 454.32 133780.000 6300.05 45~.92 133780.000 6600.00 455.37 133780.000 11500.00 456.67 133780.000 27000.00 461.08 0.08 1.87 0.68 0.60 0.45 1.30 4.41 135450.008 3300.05 452.15 135450.000 3300.08 454.20 135450.000 5800.00 454.81 135450.000 6300.00 455.35 135450.080 6600.00 455.73 135450.000 11500.00 457.11 135450.000 27000.00 461.26 0.00 2.05 0.61 0.53 0.39 1.38 4.15 VCH ELGIN TOI~ID SSTA ENDST 0.59 626.50 2462.61 7831.00 11050.00 0.77 426.50 3219.00 7831.00 11050.00 0.84 426.50 3219.00 78~1.00 11050.00 0.89 426.50 3219.00 7831.00 11050.00 0.94 426.50 3219.00 7831.05 11050.00 1.72 426.50 3219.00 7831.00 11050.05 3.15 426.50 3219.00 78~1.00 11050.00 0.70 426.50 ~8.33 6692.6~ 7145.?0 0.97 426.50 616.00 6672.00 7380.00 0.98 426.50 708.00 6672.00 7380.00 0.99 426.50 708.00 6672.05 7380.00 0.99 426.50 708.00 6672.00 7380.00 1.62 426.50 708.00 6672.05 7380.00 2.85 426.50 708.00 6672.00 7380.00 0.83 428.50 360.76 4234.33 4753.80 1.13 428.50 404.08 4209.00 4758.42 1.15 428.50 412.83 4209.00 4760.67 1.17 428.50 553.78 4209.00 4762.78 1.17 428.50 555.40 4209.00 476~.40 1.88 428.50 558.06 4209.00 4?67.06 3.21 428.50 570.20 4209.00 41'79.20 1.61 429.50 183.00 1268.33 1451.32 2.24 429.50 220.07 1263.43 14~3.49 2.28 429.50 237.27 1261.15 1498.42 2.33 429.50 251.45 1252.35 1505.80 2.33 429.50 267.49 1239.56 1507.06 3.71 429.50 300.21 1213.~8 1513.70 6.31 429.50 432.26 1108.23 1540.50 1.67 428.50 175.41 1581.20 1756.60 2.0~ 428.50 431.01 1186.10 1763.63 1.86 428.50 523.15 1162.23 1773.71 1.67 428.50 605.40 1156.95 1790.31 1.50 428.50 666.79 1153.00 1900.00 1.71 428.50 758.40 1141.60 1900.00 1.~ 428.50 785.38 1114.62 1900.08 1.49 427.60 193.72 1627.82 1821 2.01 427.60 231.15 1621.03 1852.18 2.08 427.60 287.47 1288.96 1891.99 2.12 427.60 418.95 996.29 1980.00 2.08 427.44) 531.58 996.49 1900,00 2.46 427.60 8?.2.29 989.89 1900.00 1.73 427.60 950.06 969.9~ 1900.00 PAGE 28 5 AUG 9Z 10:18:05 $ECNO Q DEFWSP 1370~0.000 3300.00 452.52 137040.000 5300.00 45~.73 137040.000 5800.00 455.33 1370~0.000 6300.00 455.85 1370~0.000 6600.00 456.20 1370~0.000 11500.00 &57.72 137GG0.000 :~7000.00 461.08 0.00 2.21 0.60 0.52 0.35 1.53 3.35 138180.000 3300.00 &52.75 138180.000 5300.00 455.11 138180.000 5800.00 455.73 138180.000 6300;00 &56.26 138180.000 '6600.00 &56.61 138180.000 11500.00 &58.28 138180.000 27000.00 4~)2.35 0.00 2.36 0.62 0.53 0.35 1.68 138970.000 3300.00 4,52.87 138970.000 5300.00 &55.29 138970.000 5800.00 /.55.90 138970.000 6300. O0 456.42 138970.000 11500.00 /.58.42 138970.000 27000.00 4~.. 5/. 0.00 2./.2 0.61 0.52 0.33 1.67 4.12 141800.000 3300.00 453.49 141800.000 5300.00 /.55.91 141800.000 5800.00 456.45 141800.000 6300.00 456.90 1/.1800.000 6600.00 /.57.19 1&1800.000 11500.00 /.58.85 141800.000 27000.00 0.00 0.~ 0./.5 0.29 1.66 3.92 143800.000 5200.00 45~.09 143800.000 8200.00 456.33 143800.000 10000.00 /.56.84 143800.000 12400. O0 457.29 1/.38oo.o00 14300.00 /,57.58 143800.000 21000.00 459.18 0.00 2.2/. 0.51 0.45 0.29 1.60 3.90 144570.000 5200.00 144570.000 8200.00 /.56.82 144570.000 10000.00 &57./.3 144570.000 12400.00 4.58.0~ 144570.000 1&300.00 4,58.43 144570.000 21000.00 &59.98 144570.000 62000.00 /.64.15 0.00 2.35 0.61 0.61 0.39 1.55 4.17 VCH EU41N TOI~ID SSTA ENDST 1.66 /.26.70 200.16 1112.90 1339.20 2.02 /,26.70 235.29 1104.06 1363.87 2.05 /.26.70 244.7& 1101.69 1370.50 2.08 /.26.70 252.98 1099.62 1376.28 2.09 /.26.70 279.21 107'9.58 1382.22 2.88 /.26.70 396.35 996.39 3.59 /.26.70 484.33 979.62 1483.79 1.13 /.26.10 269.1/. 6821.20 7090.3~ 1 ./.6 426.10 &14.50 6692.83 7107.33 1 .&7 /.26.10 596.52 6515.36 7111.89 1.44 /.26.10 750.21 6365.53 7115.7/. 1.39 /.26.10 850.18 6268.05 7118.2/. 1.31 /.26.10 1289.76 583&.2/. 712/..00 1.01 /.26.10 1292.01 5831.99 712/..00 1.75 426.50 155.97 1782./.1 1938.38 2.29 /.26.50 793.03 1771.85 4300.00 2.29 /.26.50 9/.2.53 1769.16 4300.00 2.26 426.50 1171.86 1766.87 4300.00 2.21 426.50 1373.99 12/,4.58 4300.00 2.46 426.50 3266.23 983.81 4300.00 1.86 426.50 3337.00 963.00 4300.00 1.67 427.50 735.29 1149.23 6859.84 1.44 427.50 3233.49 1136.21 7000.00 t.33 'a7.50 4100.38 1133.35 7000.00 1.24 427.50 4286.10 1130.91 7000.00 1.19 427.50 4~3.31 1129.37 7000.00 1.29 /.27.50 5972.6~ 986.75 7000.00 1.38 /.27.50 6032.86 967.15 7000.00 3.05 428.20 521.37 4911.36 7~84.13 3.47 428,20 2350.77 4900.07 8300.00 3.7'/' /.28.20 2515.23 4892.32 8300.00 4.20 428.20 2632.61 ~885.72 8300.00 /..51 /.28.20 2843.03 3679.60 8300.00 /..44 /.28.20 /.213.53 3671.~ 8300.00 5.93 /.28.20 4~7.13 3652.87 8300.00 2.47 /.28.80 192.4,6 2608.25 /.929.33 3.11 /.28.80 202.8.23 989.90 5000.00 3.36 /.28.80 2961.12 986.83 5000.00 3.59 428.80 32.41.89 983.80 5000.00 3.74 428.80 :3/,82.4,6 ~81.8Z 5000.00 3.67 428.80 3893.02 974.09 5000.00 4.75 47.8.80 4046.73 953.27 5000.00 PAGE 29 .) 5 AUG 92 10:18:05 SECNO q CI,'SE L D ! ~ VCH 145560.000 5200.00 45~.81 0.00 145560.000 8200.00 457.33 2.52 145560.000 10000.00 458.03 O.fl) 145560.000 12400.00 458.72 0.69 145560.000 14300.00 459.16 0.44 145560.000 16200.00 460.56 1.40 145560.000 26400.00 464.73 4.17 1&6250.000 5200.00 455.10 0.00 146250.000 8200.00 457.82 2.72 146250.000 10000.00 458.65 0.83 146250.000 12400.00 &59.48 0.82 146250.000 14300.00 459.99 0.51 146250.000 16200.00 461.07 1.08 146250.000 26400.00 ;,64.91 3.8~ 147440.000 5200.00 455.76 0.00 147440.000 8200.00 458.99 3.23 147440.000 10000.00 460.09 1.11 147440.000 12400.00 ;,61.19 1.10 147440.000 14300.00 461.83 0.64 1&7~0. 000 16200.00 462.56 0.72 147~0.000 26400.00 465.64 3.08 1&7550.000 5200.00 455.82 0.00 147550.000 8200.00 459.11 3.29 1&7550.000 10000.00 460.24 1.14 1&7550.000 12~0.00 461.38 1.14 147550.000 14300.00 462.94 0.66 147550.000 16200.00 462.77 0.73 1&7550.000 2~00.00 ;,65.85 3.09 147600.000 5200.00 &55.88 0.00 147600.000 8200.00 459.19 3.31 147600.000 10000.00 460.34 1.15 147600.000 12400.00 461.48 1.14 147600.000 14300.00 4~.. 13 0.65 147600.000 16200.00 462.M 0.71 147600.000 26400.00 465.81 2.96 147640.000 520~.00 455.91 0.00 147640.000 8200.00 &59.23 3.33 1&7640.000 10000.00 460.39 1.16 147640.000 12~)0.00 461.55 1.16 147640.000 143~00.00 462.22 0.67 147640.000 16200.00 462.94 0.73 1476~).000 26400.00 465.98 3.94 ELHIN TOI~iD SSTA ENDST 2.47 429.50 147.65 267~.37 2827.02 3.27 429.50 349.62 2668.03 4300.00 3.74 429.50 1411.05 989.85 4300.00 4.21 429.50 2175.80 986.41 4308.00 4.48 429.50 2556.43 98~.19 4300.00 3.75 429.50 2984.44 977.19 4300.00 2.65 429.50 33~3.64 956.36 4300.00 2.64 430.00 147.53 46:)2.24 4769.77 3.39 430.00 596.23 3501.60 4802.32 3.76 430.00 1319.86 2985.94 5296.54 4.08 430.00 1788.~ 2900.00 5800.00 4.27 430.00 2106.85 2900.00 5800.00 3.83 430.00 2900.00 Z~)O.O0 ~.00 2.~ 430.00 2fM)0.00 ~K)O.00 5800.00 2.78 431.20 135.36 5462.77 5598.12 3.38 431.20 213.77 5443.69 5657.46 3.73 431.20 241.56 5437.17 5678.73 4.18 431.20 699.90 5000.00 5699.90 4.50 431.20 800.00 5000.00 5800.00 4.69 431.20 800.00 5000.00 5800.00 5.44 431.20 800.00 5000.00 5800.00 2.77 431.20 136.19 5462.41 5598.59 3.34 431.20 216.63 5443.02 5639.65 3.68 431.20 245.11 5436.33 5681.44 4.10 431.20 745.54 5000.00 5745.54 4.39 431.20 800.00 5000.00 5800.00 4.58 431.20 800.00 5000.00 5800.00 5.32 431.20 800.00 5000.00 5800.00 2.39 4~.40 143.62 6102.26 6249.88 3.0~ 428.40 186.48 6090.37 6282.85 3.42 4:)8.40 196.56 6086.25 6288.81 3.94 428.40 202.82 6082.18 6291.00 4.35 428.40 220.06 6064.20 6292.26 4.69 428.40 238.13 6047.53 6293.66 6.31 4:)8.40 260.?~ 603~.9:) 6303.67 2.39 428.40 143.77 6102.18 6249.94 3.03 428.40 187.45 6090.22 6283.68 3.&1 428.40 196.M 6086.07 6288.91 3.92 428.40 203.22 6081.92 6291.14 4.33 428.40 222.61 6061.82 6292.42 4.67 428.40 238.54 60~7.28 6293.82 6.25 428.40 263.86 6033.19 6305.05 PAM 30 5 AUG9~ 10:18:05 PAGE 32 SUI, g~ARY OF ERRORS AND SPECIAL NOTES CAUTION SEC~71).O00 PROFILE= 1 CAUTION SE~3670.O(X) PROFILE= 1 CAUTION SECNO~93670.O00 PROFILE= 1 NOTE NOTE NOTE NOTE NOTE NOTE NOTE SECNO~;~* PROFILE= 1 SECNO~d~l~**** PROFILE= 2 SECNO=********* PROFILE' 3 SECN~**~**~* PROFILEm ~ SEC~*~*~ PROFILE~ 5 SE~~* PROFILE~ 6 SE~~=~:~* P~FILE" 7 CRITICAL DEPTH ASSUMED PRD~ASLE #INIIdLItSPECIFIC ENERGY 20 TRIALS ATTE~IPTED TO BALANCE ~SEL ~EL BASED ON )(5 CARD gSEL BASED ON X5 CARD ~$EL BASED ON X5 CARD USEL BASED ON X5 CARD ~EL BASED ON X5 CARD ~SEL BASED ON X5 CARD ~EL BASED ON )(5 CARD 5 Au;9~ 10:19:15 PAGE HEC2 RELEASE DATED #OV 76 UPDATED HARC 1982 ERROR CORR - 01,02,03,0~,05 THIS RUN EXECUTED 5 AUG 92 10:19:15